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BCP2005-01510 (4) .- LOCATIO~~ MAP TilB A L''''9-lndx 2 A [lrHg-lndx THE RESIDENCES AT WINDWARD PASSAGE CONSTRUCTION DOCUMENTS JANUARY 10,2005 Case Number: FLD2003-11059--202 WINDWARD PSG SET 2 - ENGINEERING SET SET 2 - ENGINEERING ARCHITECTURAL SET 1 STORM DRAIN PIPING SANITARY WAST PIPING PARKING CEILING PLAN LEVEL 2 - PLUMBING LEVEL 3-6 - PLUMBING ROOF PLAN 1"=20'-0" 1/16"=1' -0" 1/16"=1'-0" 1/16"=1'-0" 1/16"=1' -0" 1/16"=1'-0" P-l01 P-102 P-103 P-104 P-105 P-106 COVER SHEET - SET 2 - ENGINEERING NO SCALE A-002 [NLAH,t S,;!'LL 1-1' - sel'l 'JUU"S I.H,Af<,;'_ ~~(;X,f. f,f.,:e II~ fER:t;f< EL~Vt'\TIO~'~~., ;, ~,1 ~~ :_'(I'J[R >:L' Nl) ~12t\L~' ~'N'~) 1/16"= l' -0" VARI ES VARIES 1/16"= l' -0" 1/16"=1'-0" 1/16"=1'-0" 1 /16"= l' -0" 1 /16"= l' -0" 1/16"=1'-0" 1 /16"= l' -0" 1/16"=1'-0" 1 /16"= l' -0" NO SCALE VARIES VARIES VARI ES VARIES VARIES VARIES VARI ES VARIES VARIES VARI ES VARIES VARIES VARIES VARI ES VARIES VARIES 1/16"=1'-0" 1/16"=1'-0" 1/16"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" NO SCALE PILE LAYOUT PLAN PILE CAP DETAILS PILE CAP OETAILS FOUNDATION PLAN 2ND FLOOR DIMENSION PLAN 2ND FLOOR REINFORCING PLAN 3rd - 5th FLOOR DIMENSION PLAN 6th FLOOR DIMENSION PLAN 3rd - 6th FLOOR REINFORCING PLAN FLAT ROOF DIMENSION PLAN FLAT ROOF REINFORCING PLAN SLOPED ROOF FRAMING PLAN COLUMN SCHEDULES SHEARWALL DETAILS SHEARWALL DETAILS SHEARWALL DETAILS SHEARWALL DETAILS SHEARWALL DETAILS SHEARWALL DETAILS FOUNDATION DETAILS MASONRY DETAILS POST TENSION DETAILS POST TENSION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL NOTES LEVEL 1 - PARKING LEVEL 2 - RESIDENTIAL UNITS LEVEL 3-6 -RESIDENTIAL UNITS :\ 429 /\-4 ',(;(1 i', 4Y,c; S-001 S-002 S-003 S-100 S-200 S-201 S- 300 S-301 S- 302 S-400 S-401 S- 402 S-500 S-501 S- 502 S-503 S-504 S-505 S-506 S-600 S-601 S-700 5-701 S-800 S-801 S-802 S-803 S-804 S-900 F-101 F-102 F-103 ~J iM-;'"lAfdj A~3fjrd: \!\j;J:~/~~, A'J:) [~01 f.~, NO :,CA,t, ~~LJ31~{;!)SE U .JC!I,r;lhl, LL[V~!Of~ Ul.iDY ~<): '<lLlN ,:i:( S:}:.,IJ< ~~l[,\i'>:vl~,l.;\ ,~{: 11'-:; )0' '-1- 0" j 1 o! I C1 ' ('1.2 ,~. .1~'l.C(, " "~20' R: I~;V f~E\it\~l-)r:;' l eBB',:,' }j/~' /,- 43r:J ?:.;G ')CAlf. ENLARGED FLOOR PLAN - UNIT A -LEVEL 3-6 ENLARGED FLOOR PLAN - UNIT A -LEVEL 2 ENLARGED FLOOR PLAN - UNIT B -LEVEL 3-6 ENLARGED FLOOR PLAN - UNIT B -LEVEL 2 ENLARGED FLOOR PLAN - UNIT C -LEVEL 3-6 ENLARGED FLOOR PLAN - UNIT C -LEVEL 2 ENLARGED FLOOR PLAN - UNIT 0 -LEVEL 2 ENLARGED FLOOR PLAN - UNIT E -LEVEL 2 ENLARGED FLOOR PLAN - UNIT F -LEVEL 6 ENLARGED FLOOR PLAN - UNIT F -LEVEL 4 & 5 ENLARGED FLOOR PLAN - UNIT F -LEVEL 3 ENLARGED FLOOR PLAN - UNIT G -LEVEL 6 ENLARGED FLOOR PLAN - UNIT G -LEVEL 4 & 5 ENLARGED FLOOR PLAN - UNIT G -LEVEL 3 ENLARGED FLOOR PLAN - UNIT H -LEVEL 3-6 ENLARGED FLOOR PLAN - UNIT H -LEVEL 2 ENLARGED FLOOR PLAN - CLUB ROOM 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" P-401 P-402 P -403 P-404 P-4D5 P-406 P-407 P-408 P-409 P-410 P-411 P-412 P-413 P-414 P-415 P-416 P-417 NC S(:p..Ll 'J.~-~!t S ~ 4."1 1 "";~~O\ 'd. Vl\~~lt'; ~ ~ ~ ~ - }\-,152 I"" 20' i" - co' C3 j 'JA~'F ~-] ;\ -4.\") (:4, ' 1"~10' c;~ i v!;PT~; A -4~!; VP,i(IES C<: 1 *;:i'/l' ~~.:f~ [}fTAl=.S n~,j,,,c) Pf)D'.. ,<!\ISFD f'AlIO cOI ,^,~; [,f)il\)C'[1 :'~4C fILID": llHIT PA1l0 f"IAh f'N;KV~ r,uvFY '.;;\RI~ '; cf..: P, -,1 }~. J', 4ii ~T:' DAilLJ CGNWY A~~C' t,S::::CiCI.t.v~S. I!\JC' c'" f:t>VIO (DNNfI( "1.[, !>:J'D: ,A: (:" INC. ] '--20' 1 ^c I 0' 1"" :'0' ";A~C 'lI'f,~~:L' VN't'; I 'J1 (-XI FR:l'h' [;CJl"IP & W"Il-)(IW srY::--)I;' f" COf!f,Wt~ "RT,~ - FIW3'1 &: DOOR 'SlHUliLf'3 , u lOr ~~(i :)\-J;,d. A "V1 '--;Y :):',,/If) (:Ur~~kR ,,-N') p.S~:U:iA.:'~'~: i!~~-, i'101 \;0 ~,CA!_ ~ ,<',-,11:2 BY: [;,AVID C0Ni\l[P A.~JD AS~GCI.I'.. ~ [~, I~JC G-'; DAViD WNN[I( ;\I,:, !\;'JSI)( lA' ':" INC, ~~y [;.WID CON~JfR ,~Nr; ;\S~/,f:!,~,-;-~:, jN~.. EV' CAVil) ~O~~NER ,t.l'm ;\S~~(;(~I(:~S. ING : .. 104 " 10', -'I:)n 1/P/::...l -0" 'SLAB PE>j[rr::~l\ .~~;f~ ~)L}'.N A--45 : ")lI,8 1-.t~Jf n,u\T:Of\J Pu\h ~,LAB F,~N[mAT:O~J "LA'J SLF'.b F:,~~lfr<~v.'/A{ PLPN ';1)\.8 ~,'lfJl-i!\llnt, c'IJ.N ';1.;\8 I 'U'JUPt:fIC,'1 f'u\h ,,:I.ct A4S2 v/....:) [~~ L -'(0' ~/8"-r.C1" P. -453 1":.:;)0' L-'((1) L-n, A.. 4c,~ V.A~~\:' S /:..~ 4-~)~ ~ Li\Nr-l':f:AP~ :r~r~:(~Ar:ON PLA~! 1" ,,~<;' L 204 A~'~ bt~ ARCH [8L;Rf,L T F hJ>.!1 f'U~!....[ )CTAI!.S f [t,C[ )[IAII." I.,fl, 5A;'I.,-;) PI.i\H I,I:'F" 1 & :.1",,-,1, I f'-:.::2C' ;\ -H)1 PLUMBING NOTES & DETAILS PLUMBING NOTES & DETAILS '.JA")lLS NO SCALE NO SCALE A-SUI P-501 P-5D2 ~ ;v, ,.~. ~'1. C\( ~ v/\~~!r') f.. f)C}? ,M, : 0 ~ VN:IE~) v!,,R'1: c, A-~~IC~ 1//1~":" -- Y' ell -:-: 1: _ ~/' ,An 1ft} PLUMBING ISOMETRICS PLUMBING ISOMETRICS PLUMBING ISOMETRICS PLUMBING ISOMETRICS PLUMBING ISOMETRICS PLUMBING ISOMETRICS PLU MBING ISOMETRICS PLUMBING ISOMETRICS PLUMBING ISOMETRICS PLUMBING ISOMETRICS PLUMBING ISOMETRICS PLUMBING ISOMETRICS PLUMBING ISOMETRICS PLUMBING ISOMETRICS PLUMBING ISOMETRICS PLUMBING ISOMETRICS PLUMBING ISOMETRICS PLUMBING ISOMETRICS NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE P-901 P-902 P-903 P-904 P-905 P-906 P-9D7 P-908 P-909 P-910 P-911 P-912 P-913 P-914 P-915 P-916 P-917 P-918 L)"T \~\F[T( ;:JIJ~J ~[v'[_S ;lul) tr.: RC<;:: A'~04 ,.'\- ~ :,)5 VA -~!rs /:..--5(;5 'VN;IE'; ':N<lb f;- !jCf FLOW! PI},N - 'TVCl ' ~'lf;()R l\ AH :.F\,T~;' FIJIOR PL4N - ,_evE _5 ..\ - ~ .';- ,.... 'I DC:Tf~: Cf.~ f},n:/~ .~ A ;')07 /:,. ,. .? ~ ~ \-- ~ V) LX r tJU";f~ l',t. :f;L') \.'!~R:rS V!l,?IES A-JUe 1/1G"::f-.C" 1/1(;": l' ..V' A-1 ~:3 EXTEr<I()R Il:-',1,1, :', EiTE~'iOR TRI~,! ClEV(\TION3 l,Ne ce'A!!. S f},lfY'OR rRlI,~ lrE\!Mlm.f, AN!) Dt )d~, fXTEROR mlM UVATC:N54NC '-;::14115 EXn:.K:GR ff~:M ~~EVAr:Of..n ,~ND D~rAil') E~([ R,CI-' TRII,' e~[\)H'ONS AND DUA!L~-, E\TER' OR WII,! 'l ['!MIONS A,~D !:iE'l..ILS ,A -'/}9 f~~}(JF FI.N-J A, i ~ 'i V,!J.Rlt~) l'.- 51!} VA.KiC~J ENLARGED FLOOR PLAN - UNIT A ENLARGED FLOOR PLAN - SECOND FLOOR UNIT A ENLARGED FLOOR PLAN - UNIT B ENLARGED FLOOR PLAN - SECOND FLOOR UNIT B ENLARGED FLOOR PLAN - UNIT C ENLARGED FLOOR PLAN - UNIT 0 ENLARGED FLOOR PLAN - UNIT E ENLARGED FLOOR PLAN - UNIT F ENLARGED FLOOR PLAN - UNIT G ENLARGED FLOOR PLAN - UNIT H ENLARGED FLOOR PLAN - SECOND FLOOR UNIT H ENLARGED FLOOR PLAN - CLUB ROOM A, Jl1 Lt.VlL 1 f':li LtC1 [D LT1L:NG I)!j\~~ I II 1)",-1"-(1" F-401 F -402 F-403 F -404 F-405 F -406 F-407 F-408 F -409 F-410 F-411 F-412 f,~"L1 VI,PI [S 'yA-~ir.S ,5. -512 A-:!~_~ ,f;,. . 'jr~ :\-12!1 V,[l.:~(t') A. f:114- VARIES i;-:!::'::: OVCRf\LL N[~<:H & SGUF, C~[\;!~T\OH fAf,T c-l.f:Vil; ICN WES' [LEVArIOI" ,.'\--2D'l ,;.. :~-';:} /;-520 A,Sij -; /8"":.:;1'l- 0" ~ ~^7 ,1-\-.:'..V~1 [NLP-RCCn sc:rd [~[\!/~~:O~j f\-;C:122 '.' _01- A-D4 [l'~LAr<GUl "~GU>l [L['h~ 1 ::y'~ E NLAFGED NDr:nl': [L2JAiIGN lNU\HCJtJ; hOR;~ lL~\:!';..r:8N A J2~ " ," : --t) I j'ij" A. ~:';'':I eET AilS ;.. :'--c" A-:/'~l A--206 l\__f:;~;:'. ;' ~~:l' FIRE PROTECTION NOTES & DETAILS ELECTRICAL LEGEND AND SYMBOLS LIST LEVEL 2 CORRIDOR ELECTRICAL PLAN LEVELS 3-6 CORRIDOR ELECTRICAL PLAN A~2U! NO SCALE 1/8"=1'-0" 1/8"=1'-0" 1/16"=1'-0" 1/16"=1'-0" 1/16"=1'-0" 1/16"=1'-0" 1/16"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"= l' -0" 1/4"=1'-0" 1/4"=1'-0" 3/32"=1' -0" 1/16"=1'-0" NO SCALE F-501 E-l00 E-122 E-123 1'(~I(,?.I. Df :.'\:. '~ .,t/lt~ ENLARGED FLOOR PLAN - UNIT A -LEVEL 3-5 ENLARGED FLOOR PLAN - UNIT A -LEVEL 2&6 ENLARGED FLOOR PLAN - UNIT B -LEVEL 3-5 ENLARGED FLOOR PLAN - UNIT B -LEVEL 2&6 ENLARGED FLOOR PLAN - UNIT B -LEVEL 3-5 ENLARGED FLOOR PLAN - UNIT B -LEVEL 2&6 ENLARGED FLOOR PLAN - UNIT C -LEVEL 3-5 ENLARGED FLOOR PLAN - UNIT C -LEVEL 2&6 ENLARGED FLOOR PLAN - UNIT 0 -LEVEL 2 ENLARGED FLOOR PLAN - UNIT E -LEVEL 2 ENLARGED FLOOR PLAN - UNIT F -LEVEL 3-5 ENLARGED 'FlOOR PLAN - UNIT F -LEVEL 6 ENLARGED FLOOR PLAN - UNIT G -LEVEL 3-5 ENLARGED FLOOR PLAN - UNIT G -LEVEL 6 ENLARGED FLOOR PLAN - l,INIT H -LEVEL 3-5 ENLARGED FLOOR PLAN - UNIT H -LEVEL 2&6 ENLARGED FLOOR PLAN - CLUB ROOM ENLARGED ROOF PLAN ENLARGED ROOF PLAN ENLARGED ELEVATOR LOBBY EAST - LEVEL 1-6 ENLARGED ELEVATOR LOBBY WEST - LEVEL 1-6 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"",1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/8"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/4"=1'-0" ,> ,l, : --I) rt~,C ELEV/'J:ON~) I !f," ~ M-401 M-402 M-403 M-404 M-405 M-406 M-407 M-408 M-409 M-410 M-411 M-412 M-413 M-414 M-415 M-416 M-417 M-418 M-419 M-420 M-421 .'\-LDB YUi_iEA110H Dt1},:._S r'[),r--Tf(Awm DEi'!\ :_5 fHJURMli)[J l~[P,I~'.~ PI:N mAli,.W IXTI>""", '~ENET>("TIOfl Dr:r!\'~S P[I~I: (fiAlION [)I;TA',', NO ~~Ct,Lt 1\ ,~',l :'-C' M\C. (' L f.\<,;-; :()~>;~'. A-. )~)9 PARKING LIGHTING/ELECTRICAL PLAN PARKING LIGHTING/ELECTRICAL PLAN SITE/ELECTRICAL PLAN DECK AREA/ELECTRICAL PLAN SECURITY/ELECTRICAL PLAN UNIT "A" ELECTRICAL PLAN UNIT "At' ELECTRICAL PLAN UNIT "B" ELECTRICAL PLAN UNIT "B2" ELECTRICAL PLAN UNIT "C" ELECTRICAL PLAN UNIT "0" ELECTRICAL PLAN UNIT "E" ELECTRICAL PLAN UNIT "F" ELECTRICAL PLAN UNIT "G" ELECTRICAL PLAN UNIT "H" ELECTRICAL PLAN UNIT "H2" ELECTRICAL PLAN CLUB HOUSE ELECTRICAL PLAN E-200 E-201 E-202 E - 205 E-208 (-.,0 SCt..L f f.. 5~7 ~~L) SC^L'~ rK;: {)~:~Al :'. i,-/..'!j) 8lJ11 [)ll,G :+r:TI(l,~ EiUI,-D',~G :'TC110,r3 8U::.D1N(; (~;[('nCJ},r) 8iJ~~[r~.~c. r)[CT10>~~, f.. ,j~-~: f\.5:Y A~302 \0 S~AL= I-;() ~.JCAI;' /':' -f)t~,5 A.. 5U.\ A-- ~C;4 <( l"- t!) C'\I , U)~ o co o z o o w <.9 <( U) U) <( a.. o e::: <(0 S " Og> Z .- _ c: S~ A . S,')t: e" en e.. Co r:t:~ <CU'> 3:0 c. Z:g -0 3::N Ne.. 0(.) NID E-401 E -402 E -404 E -405 E-407 E-409 E-411 E-413 E-415 E-417 E-418 E -420 : (8ic'~t M:LL ViORK JUA!L5 IY"!CI>) ik~ I WCI-W 0[1 AIL':; 1'(')1((\1. r-h_I.Wt;Ri( Ullt-.iLS T(PiCAl. ~A ..!.VVG?~, ['l[TA::.~, Ti'C'!Si\I_ if'LLWCRK DETl,ILS lY)[CAI fh ~,WORK DEl A.I:.'; l'r"ICAL fl cLW'-:Ri\ [I[1'AII_::, 'I('l:U.t fillLWORI< JUI,ILS ~ 1,/2" ::. "I < . (( AJ.\l W,W '-;,CWJb WALL ::,;:,,~TICi[,S 'liN,I" SECrlOI,,'; W,ALL ')f:Cn()~<s WALL StC flOi;;S WAL~. ~,C(-TIC:I-J) Wh:_ S[Cll,1'(; !,,,,HJ 1//:..:;1'--0!: I~()O j:.. .:)42 r":,...:1 I !\_~l(:-J. '~"c-)":2 i 1/2":--.1' -oj' A.~5~4 A. J~ j !~-51.~5 A- ,\i 4 /:", S!:t~ ~- 315 }-\-5~-7 : /2":..:" I __(;" f\ -,~1 t; A...S.5.b ENu\4Gt SL'ALc- !.p - ~;CH~L~:)Ll) U~~.1 /:. tj~>;:T .A :)) J\-4f) 'I liNlf r\ f-UYA~; r!t;;ISi: I"_;\~; rlC)GH m;ISH PI_A~, ~'i'-(/ /,- 101 [\j: :~r<(>. ':/J,l: FP - 9)Cr)~JI rs E~~ARGE ~CALt R(f i~,'FRICiR E'JVt.,-,:X:' U,j:}f,C;::. S;~!~L~ FP - 9>[ l): J[~L') f~'A~G~ ~~M~ Ref ,A.--4(;7 :/41'-1'--(':" : /4'"=--1 l _({ A-- /D:~ Uf~.T l, RCP ROOF ELECTRICAL PLAN L1GHTINING PROTECTION PLAN A '.185 E -500 E-501 F _OCR I: :~~L;l'~ P~}\~,: r :.80~~ ~-!~..;!:'Y F\.AI\~ /:.-/(;J UI'i'l A, UN!': 5 ,4 4D4 ,\-<,US /;" 7C}l COMMUNICATIONS SYSTEMS RISER /,' 705 E-60D l)~-J"f 8 (2) f-,.1'}(,;0 MECHANICAL DETAILS VARIES L\ll f) M-501 Au 10(:: [Nj~RCt :JA.U:: rp ~J:" CDUl [~, :t{ L ~10h LLl';'\': .8N(~ E'LI>PGC S'~,4Le vp SCn/JLES lJ!;'T 3 RGP LI~;!I 3 ,4-4D7 ,4, 4UtJ ELECTRICAL POWER RISER NO SCALE E-700 l.i~ilT E :/i!l c U\IT G V"ilf t. !',- lC7 MECHANICAL SCHEDULES NO SCALE M-601 :/4":' I .({ A 7Df~ Ut~jT C MAIN ELECTRICAL ROOMS COMMON PANELBOARDS A--4[;9 NO SCALE NO SCALE E-800 E -850 !:,--7ns MECHANICAL EXHAUST RISERS MECHANICAL EXHAUST RISERS MECHANICAL REFRIGERANT AND CONDENSATE PIPING ISOMETRICS I)~,,[ C f;[Y L,NI' C NO SCALE NO SCALE NO SCALE :\~~ 10 /1-4' 'i M-901 M-902 M-903 A '1,,~ A-711 LNIT \.. ~2) SI>TWJLb U\11 J 1\-41[' A-4 ',3 ,\-,1 ~ ,1. UdS HI\)5,f A.. I : .~ '\ I)WI [1 f~:-P 1)1"" n ~~"'" .:;-_-:-c-~"":"'--~,..--'^ .-- ~ Cf~ ~~rl i~ D1' I,M~.}_;~_~LJ171E. ,1~1 fl ' <I j', f I I ,1 ~ ' t;1 : I I ~ ~!,"Jl. ~ iAfJ:~ 1 <'IJlJ") II 11 /; if.,. Lf i ,), ..I ~j ~ ~ '> H 't.~.o.:J..o. ~ ' !lD~;'\!'-li'\"ll.Il" ' '-- ,""",~J I N L t:t '-<htIJfti SERVICES Dt:.r'" ' - ".- :~,IJl Q ,,Qf;.l1.\:J1WAP.~.":'-' ," -t; ::')1 ~'~:):H l;,A-,;AA IN['3T a~D Ll)()f":L:Nfd:(jl~ p. ,;~~ C:OOR:l\r~,i1T :}J ~1U"1~ ,1;,.5:]fJ1 1;-1",0" 0" L'~," t' 1/'f=1'-C:- u~~n [ RCP ;\.4 :j Ji.--2,C2 [clc!\~C~ <;'~f;lX RCF' !kTN)R HJVN ICCj~, /',~4~:5 weST ::\;P cr)o~[,lw.n()N f':N, 1/rf-1'n(t 2h:J :-L~'i:r\' 1~'.1 RF{)llFNTIAL I Pj[l ~A~~1 [~;f) r,OGr~[;!NP:[I(l~ f.':)\N ";l.;~~ HOOR - 2ND RLS:Jt~;;'r1Ji~ L~Vt:.. WC3'f f)HJ ~(<:RD:~r-,fl()t~ P:~\~;; :)(:n Fl COR, 1~1D f.TS' -jf,I,;W" ',H, , U:,-- r-t<[.. UY)R[},~!\rlll~1 1'\,41\ ,nH-f;rh I L()(Jli -- ",R:_,-;)rH I<HO~~JII/;l L[V[L Wbr un ;-,UORCW\TI()~, F'LN, 4TH-0TI-i fl,)OR ' .\[,J)- L)TH i~V~-,lfJf.'~T1h U:vFL FA'" [:';0 ["IORU N,4W)~, f'i,Ni h'{)()~ PU}~ WEST E!<} C::)(JR)N;\7/H~ Pl}.N -: /e/:: i' ~o" ~:CYF Pi.j~},J t/,,')' l?'JD C';()RJI~Jt,,':'C)~ CJL/~~ /~-tW3 l)~~'T :-- f.. ,il1'l A--rs Au 4 '9 ,t;,. .'3()4 [NlN~([ S:;\L~ r;:< ~.,C I[DJL_C:, lNL-h.'\Gt, seAL: keF UHT C A~MGJ,. ,:~(,1 0 ::..~:,y A Ref) l~nRIOf( eIEvATO,)') E'U,'(C~c ';UE P - ';:"H~DJLt'; UN~T f- lAd G 1~~420 ,I,-80! ,'\-121 ;\-002 p~ ~A:~(;f ~-jCAi (. FC'~~ U~~:~ G f~'CF ;"-472 !\--<li.\ /:,-3(;9 i~; - [~ll~R t l,t V:>,":CN{~ ['P.RGr- SCW,- [OJ surrilil f') U~JlRGE ~{JiE FP ')CdEDUlJ =\ li~; 1 () A 818 Ol ~ "Q o o 4:: ./ - c ~ '- :l U ./ V1 Ol c .~ !2 o --.r o o ./E (l) Q. Ol~ ON V1 .. V1Ll) ~@) "E8 00 ~N -go ~~ o 0 --.r-' Ll) .. C"') C ~o 8"0 o (l) N:::: -:-:--9 a... a... ljkl H liNT H (Ii -;' ..C' U!\J:! H Q('P 1 j;I"",~' -c;" iJN1 H ,\ ..424 A-.1:?^j U~ ~A:\(,t ~/>Ai. ~ ReF ;.., 4~'f) IWfRIOR ElfV!\'i()"j'3 ,.':,~jft} * ITEM INCLUDED FOR REFERENCE ONLY, ITEMS NOT INCLUDED IN THE AlA CONTRACT WITH WALTON H, CHANCEY & ASSOCIATES ARCHITECTS, PA /' ... /' " /'/ ./ ,,':,~ "jf'" ... '~~ {.f~'" .-'" 4Jl'~ ':".. ,~/ pf"dr ' '\ 03540 BPRC Submital: WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A Date Plotted: January la, 2005 --- - -- - -- Date Issued: January 10,2005 Revisions: Keyplan CONSTRUCTION DOCUMENTS <z...e~tdetl 'J- {"(~ ft, ' "$- ~ I ~ \'~ \,\ I v1 )A t+ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 I <<:;~, 1 I ~- ~7 cr-ekdC?f.Q<y .f I @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTl'CTION AS AND "ARCHITECTURAL WORK" UflDER SECTlON 102 OF THE COPYRIGHT ACT. i 7USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 19'10 THE PROTECTION IflCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 GRADE BEAM AND PILE LAYOUT PLAN NOTES: 1. TOP OF SLAl3 = 0'-0" UND. TOP OF GRADE l3EAM/PILE CAP ELEvATION = (-)2'-0" UNO. 2. PROVIDE 12" MINIMUM SOIL COVER OVER ALL EXTERIOR GRADE l3EAMS. CONTRACTOR TO FIELD vERIFY GRADE l3EAM ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 3. ~ INDICATES 16" (MIN) DIAMETER DRILLED DISPLACEMENT PILE. DEPTf-l TO l3E DETERMINED l3Y GEOTECf-lNICAL ENGINEER. ALL PILES TO l3E REINFORCED w/ (1) ~ vERTICAL UN.o. (FULL-f-lEIGl-IT, CENTERED IN PILE). REFER TO Sf-lEET S-002 FOR ADDITIONAL REINFORCEMENT AND INFORMATION AT ELEVATORS, STAIRS, AND Sl-IEAR PILES. 4. DESIGN PILE CAPACITY = 80 TONS. 9. REFER TO Sl-IEET S-100 FOR ADDITIONAL DIMENSIONS. , /II eft; '9 PI I ~t,'/~ ~ GBI' _.J .---' 1 P0 r;.~ L!1 !J I ~ 92- 0) T CPr ~ 3~0-2" 9-----cp--------q)---- r I' TT--=30'-"'....=~J - 30-"''' l 30-"''' 30 0 . 10' 1 2'" I' 2.'-~ ~7 I 1 )' - y - "I; (2)-2 1,; 3(2)'-(2)" ,,-- - T ___.~~~~."_u______,f-~~_____2(2)~.(2)" --------- -rpl-~--- - 3(2)'-(2)",,-- - 1- 3(2)'-(2)" I I 22'-1" I r . I ~~;_-:,;ILE5. REFER TO - i \ I ( i \ I ~,--iii-_--~f21--L~-:--~----~=-----~-==\.-GJ?~:------*-----=---==-~--=- -=----==-~--=--=---- ! ! I I ~ / _~--------L---~-----l------- -- I I I J-~~/"/ I I I II I 1 I I I I: I : I [I' : i - ___ - t~ - - ~' I I'\;...~.-.f> I 1 PI ~.. ,." ..~ I,i.. in:: 1 ill: I' : I ill 1 I : inlll in: I':i It; Ii ( 1 I I ~SP) I I l,.ftrJ ~I \')1 I I ~I I 1 ~I I ~I I ~I II, -ill I , I il I I I I I I I I I I, P4 . i P4 I P4 ' I! 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I i I I I~------- I I I I 1 I I ~ I I 1,........----- 1~..ml!l;'O;:l~0 I r-.1.;~IP0 . L .u~.Fhi!;~:~- _I__n ~TP~-~-..ri -:- ~ :-- -nLi~: ~:~--:.- --~'!J I.~ 1 .~I I I I I II I I. 1 ill 1;\ I ffi~ I 1;\ ill I ~~ I ill: I I P2 !I - ~ l tmJ. J -~ (!T~ I. _~~j:nn -+---==L~- ~ -1@ P3 ~__P~~~_ 5"EAR:LE5 REFERT~:tt-"'03 P3____)~--p~~) ~-)-=-~~~~~~1rTJr 5~EAR PILE5. REFER TO 4/5-(2)(2)3 5~EAR PILE5. REFER TO 4/5-(2)(2)3 14 3'-2" _.J I 1 P0 r;..... ~ ~f!J I I 1 U GB2 I P4 -j~=~~ GB2 - niIT I . J) // //" /1 --;::./"'-,::.>~---- P0 ri" r!r ~ Ut.'~ ~.!!Ju lr~ 'II 1.1 ',.. '1..',. ' ii II ! II II III i I I ! .l.jl P0 ~ .I!~ ~ IT!J \\- v/ (0 ~Ef GB2 5. CENTER PILES l3ELOW PILE CAPS/GRADE l3EAMS UN.o. 0) @ GB2 6. CENTER PILE CAPS/GRADE l3EAM l3ELOW WALL OR COLUMN UN.o. 1. ( ) INDICATES TOP OF GRADE l3EAM OR PILE CAP. 8. ALL GRADE l3EAMS TO l3E TYPE "Gl3I" U.N.o. PILE CAP SCHEDULE MARK SIZE DEPTl-I RE INFORCING EACl-I WAY REMARKS PI 3'-6" x 3'-6" 3'-0" (1) -6 P2 3'-6" x 6'-10" 3'-0" (10) -6 L.W. T 4 l3 1800 ACI l-IOOK AT (10) -6 S.W. T 4 l3 l3AR l30TT. ENDS P3 (SEE P3/S-002) 3'-1" (1) -6 T 4 l3 1800 ACI f-lOOK AT IN (3) DIRECTIONS l30TT. l3AR ENDS P4 6'-10" x 6'-10" 3'-1" (18) ~ T 4 l3 1800 ACI l-IOOK AT l30TT. l3AR ENDS P5 8'-2" x 8'-2" 3'-1" (20) -6 T 4 l3 1800 ACI l-IOOK AT l30TT. l3AR ENDS P6 10'-2" x 6'-10" 3'-8" (22) -6 L.W. T 4 l3 \800 ACI l-IOOK AT (29) -6 S.W. T 4 l3 l30TT. l3AR ENDS P1 11'-5 3/4" x 6'-10" 3'-8" (22) -6 L.W. T 4 B 1800 ACI l-IOOK AT (38) -6 S.W. T 4 l3 l30TT. l3AR ENDS P9 10'-8" x 10'-8" 4'-4" (25) ...., T 4 l3 1800 ACI l-IOOK AT , l30TT. l3AR ENDS PI4 12'-0" x 13'-0" 4'-1" (22) ~ L.W. T 4 l3 (23) ~ S.W. T 4 l3 REFER TO Sl-IEET S-002 FOR PILE CAP DETAILS. - I ~ I, ~ I \ I \ lil I (i) '" PI ~- 0'.1 0.1- '" ::::: e1;' (i) =- , F.D. ~ '" , 'I I: :1 ill I : \.'} 'I 'I II ,I I I I I PI -.., I 'tl [lll ~I I I I - '" ~ ~ , GRADE BEAM SCHEDULE RE INFORCING MARK SIZE REMARKS (W x D) CONT. l3ARS STIRRUPS Gl31 28" x 28" ( 4) ...., T 4 l3 -3 AT 16" o.C. Gl32 28" x 28" (4) ...., T 4 l3 -3 AT 8" o.C. Gl33 32" x 32" (4) -8 TOP 4 l30TT. -3 AT 12" o.C. Gl34 32" x 32" (6) ~ TOP 4 l30TT. -3 AT 12" O.C. REFER TO I/S-001 FOR GRADE l3EAM REINFORCING DETAIL. \ \ \ \ \\ \ \ \ . \ \ \\ '. / ,,--- - - - - - ----...... - - - - - - - - - - - --I I. IfOOl r:-------:I 11-- I I.. .. -. I ~ ' ~ -'. . --.- I! 1 '~" / " 1 ,I /~. 1 II A// -' 1 I · 1 I 1 L!~_~~~!J P3 ~r - - - - - - - - - - :-;J -"~/' I I P4 [i.~f~C (( .-roll (~l:!J ill ! ' ' ! I I, -1 I, I I I P4 j;"lil --Fri--- ~r cc- t.f) ~--------- PILE LAYOUT PLAN 16' . 32' SCALE: 1/76" = 7'-0" 2/3 1/3 EQUAL EQUAL t t-------------------.--. Wl-IERE NECESSARY, ---- , SPLICE TOP STEEL AT 1 MIDSPAN Cf I 304> "' d) lL ::J {lfr' <(~ wt- ..Jd) U() = t- I N'-..- I-~ 4" -30 STIRRUPS l3EAM SPLICE AS REQ'D. ""t ~ reI ~ 900 STD. ACI l-IOOK AT ENDS OF l3EAM (OR 900 CORNER l3ARS AT INTERSECTING l3EAMS) ~ ..J l.) ('i) ~ E o cD N C::i - N <--- '---I =0 I I I I ....,-" N ^ o ::2 900 CORNER l3AR AT l30TTOM REINF. TO INTERSECTING l3EAM 1'-3" SEE PLAN FOR STIRRUP SPACING SEE PLAN FOR STIRRUP SPACING EXTEND l30TTOM l3ARS 0" OVER SUPPORT UNLESS l3ARS ARE CONT. Ii ..J l.) CONTRACTOR NOTE: LOCATE AND STAKE ALL PILE LOCATIONS PRIOR TO INITIAL PILE INSTALLATION. NOTIFY ENGINEER OF ANY DISCREPANCIES. en CJ CJ N ('i) '-. '" ;< "(J N """ "(J o I c o 0- I Q) 0. I CJ CJ (/J / N """ - ~ 16"4> DRILLED :> DISPLACEMENT PILE (PILE RE INF. NOT Sl-IOWN FOR CLARITY) (DCONCRETE GRADE BEAM REINFORCING NOT TO SCALE ~ r\ ~.1 ' 0\~7? l ' ~,.,.-.~ ."',i elf i:.RV\I;\H:>~ <,,-,,"-.~,,"..~,._- _......CO> BPRC Submital: 03540 Date Plotted: May 24, 2005 - , 100% Construction Date Issued: January 10. 2005 Documents Revisions: ~ Addendum #2 Pile Layout Plan February 14,2005 S-OO 1 ,__~,"""~-:'~-'7::-~ I". . i ,'" '1 ,";0, (",', 1(- .! -,I \'" I f': . c. ~ ir; t~1 ~j \Y.J v ,~~~'*'~ l ~ , I I '. . L~ -.. ~,..~,..,-..-.._... ..,. I, 1 .. ~! ": J""""""'~""'''''';'''''''""'joo.,,'''''''''~"''' .~ ;j i ~ ~ 1.,\ l)..~' iI d \ ,I f\ I,' !\ "', ;\ \I ",il P li h '\ \! 'L' i~ 'IlL ' .. ~ :...... ! i \ .-....... , . '. .:....-~':..."-'~...::,,\~~. """,".^Cti r~LA;~\\if:'J0' i fiE '/ELC)'~'f\ilL:~t~ ~VLtv~ "(J <( I en N CJ I en CJ CJ N -:;-: u 2 V; / o <( u / Q) '" o U) U) o 0. WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A l' o " "(J c ~ / x '5: > < 2 0.. I Q) > u <( / ::2 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ MOHAN ENGINEERING, INC. n ~:::~I [~~ ~;~~~u ~~~'I:aJ1~~9i ::::: 13630 58th Street North, Suite 107- C!ellrwllter, I! j37bCl Phone (727) ::):55-- 9771- Fox (/2 7) 9/7.3 'WPC Logo 5-18-04,jpg @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DfCEMBER. 1990 AND KNOWN AS ARCHITFCTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS Of THE DESIGN. PROJECT NO. 03540 GRADE BEAM AND PILE LAYOUT PLAN NOTES: 1. TOP OF SLAB = 0'-0" UNO. TOP OF G:RADE BEAM/PILE CAP ELEVATION = (-)2'-0" UNO. 2. PROVIDE 12" MINIMUM SOIL COVER ovER ALL EXTERIOR G:RADE BEAMS. CONTRACTOR TO FIELD VERIFY GRADE BEAM ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 3. ~ INDICATES 110" (MIN.J DIAMETER DRILLED DISPLACEMENT PILE. DEPT!-I TO BE DETERMINED BY G:EOTECHNICAL ENG:INEER. ALL PILES TO BE REINFORCED w/ (I) ~ VERTICAL UN.o. (FULL-!-IEIG:!-IT, CENTERED IN PILE). REFER TO SHEET S-002 FOR ADDITIONAL REINFORCEMENT AND INFORMATION AT ELEVATORS, STAIRS, AND S!-IEAR PILES. 4. DESIGN PILE CAPACITY = 80 TONS. 5. CENTER PILES BELOW PILE CAPS/G:RADE BEAMS UND. 10. CENTER PILE CAPS/G:RADE BEAM BELOW WALL OR COLUMN UNO. l. ( ) INDICATES TOP OF GRADE BEAM OR PILE CAP. 8. ALL GRADE BEAMS TO BE TYPE "GB1" UND. '3. REFER TO S!-IEET S-100 FOR ADDITIONAL DIMENSIONS. PILE CAP SCHEDULE MARK SIZE DEPT!-I RE INFORCING REMARKS EAC!-I WAY PI 3'-10" x 3'-10" 3'-0" (l) 11'10 P2 3'-10" x 10'-10" 3'-0" (10) "10 L.W. T 4 B 180' ACI !-lOOK AT (10) "10 S.w. T 4 B BAR BOTT. ENDS P3 (SEE P3/S-002) 3'-1" (l) 11'10 T of B 1800 ACI !-lOOK AT IN (3) DIRECTIONS BOTT. BAR ENDS P4 10'-10" x 10'-10" 3'-1" (18) 11'10 T of B 180' ACI !-lOOK AT BOTT. BAR ENDS P5 8'-2" x 8'-2" 3'-1" (20) '*10 T of B 180' ACI !-lOOK AT BOTT. BAR ENDS PiO 10'-2" x 10'-10" 3'-8" (22) '*0 L.W T of B 180' ACI !-lOOK AT (2'3) "10 S.W. T 4 B BOTT. BAR ENDS Pl 1l'-5 3/4" x 10'-10" 3'-8" (22) "10 L.W. T 4 B 180' ACI !-lOOK AT (38) 4*10 S.W. T 4 B BOTT. BAR ENDS P'3 10'-8" x 10'-8" 4'-4" (25) --1 T 4 B 180' ACI !-lOOK AT BOTT. BAR ENDS P14 12'-0" x 13'-0" 4'-l" (22) ~ L.W. T of B (23) ~ S.W. T of B REFER TO S!-IEET S-002 FOR PILE CAP DETAILS. GRADE BEAM SCHEDULE RE INFORC ING: MARK SIZE REMARKS (W x D) CONT. BARS STIRRUPS G61 28" x 28" (4) --1 T 4 B "3 AT 110" o.c. GB2 28" x 28" (4) --1 T 4 6 '*3 AT 8" O.C. G63 32" x 32" (4) 4*8 TOP 4 BOTT. '*3 AT 12" o.c. GB4 32" x 32" (10) ~ TOP 4 BOTT. "3 AT 12" o.c. REFER TO I/S-001 FOR GRADE BEAM REINFORCING: DETAIL. 2/3 4" "30 STIRRUPS BEAM SPL ICE AS REQ'D. '30' STD. ACI !-lOOK AT ENDS OF BEAM (OR ~0' CORNER BARS AT INTERSECTING: BEAMS) - N ~ (() ::::: Ii -1 l) ({) '- '\I ({) '- '30' CORNER BAR AT BOTTOM RE INF. TO INTERSECTING 6EAM 1'-3" SEE PLAN FOR STIRRUP SPACING SEE PLAN FOR STIRRUP SPACING 110"4> DRILLED DISPLACEMENT PILE (PILE REINF. NOT S!-IOWN FOR CLARITY) CONCRETE GRADE BEAM REINFORCING NOT TO SCALE G62 o e GB2 {l)' / I ~/ ~ PI I I /~ 'tl I N ffil ~I I I _...1 ---:-, G@ , I" I p) ~~ I' PE, ~~ s ~ r- , , ~ I ~ ~ N P6 I r;. ;1 I q --I l! !J -..., I 'tl ffil ~I I I I G62 P4 CD ~~ CD S i<'I ~ , !!} 0 1/3 EQUAL W!-IERE NECESSARY, ' SPL ICE TOP STEEL AT MIDSPAN ,----, 1 I 1 1 1 , 4 I I 304> 3iZ" -iZ''' EQUAL 0) 3iZ"-iZ''' CD o 8 3iZ" -iZ''' 3iZ"-iZ''' ol-lEAR PILE5. REFER TO 4/o-iZ'iZ'3 I I I I P4 ~;l L!1!j P6 r.- ""'~' L!!!J I ~1.P6 r; -i il L!~!J P4 Iiil '~.!J ,----, 1 1 1 I EXTEND BOTTOM BARS 10" OvER SUPPORT UNLESS BARS ARE CONT. '"" 0) lL :J OCOC <1:~ WI- -10) 00 = l- N '-- P4 ~I L!~ P4 !;Jl L!:!J r-. ~ P6 I~I L!I!J I P6 r; ..;1 L!~!J r; ~ P6 101 L!!J '------~ ,..--- - - - - - ----... i P4 ~il L!9!J 1 I I Ii -1 U - ~ WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2000 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 8 3iZ" - iZ''' P4 !;rn;l L!~ I r-.I~ P6 1j!1 L!!J r-. ~ PE, 101 L!i!J r-. ~ P6 1.0-1 L!!J 11:\ ~ P3 3iZ"-iZ''' F.o. F.D. 36iZ"-2" o o 0) o 0) @@G) ( I I I I I I I l&l I~ I I I I I I I I", I~ I I I I I IN I~ I I I I I I lin I~ I l P4 [?!J I I I I I I I I I ' I I I I I I I I I I I I fi' .. ''il P~ I- .1 t!- ..... !j--- I I I I \I) I I ill I I ~ I I lL I I \I) t I Uc3 I I ill I I ~ I I '-- ~~ ..... ';t-_ I- .(~ L!,..!. !J I I I I I I I I I I I I ~~P6 101 ~~ I I I I ~ . ~ P.3 .3'-2 " REFER TO 4/o-iZ'iZ'3 1 I I I I 1 I I I I I I I 1 I I I I I I I j I I I I I I I I I I I I I ) '--- - - - ~~ 51-1EAR PILES. 3iZ"-iZ''' 3iZ"-iZ''' 3iZ"-iZ''' I 3iZ"-iZ''' 2~' 6" PI G61 L PI 'L GBI · PI GBI . PI G61 ~\ ///~$== = ==== =~:::: = = = $ == =:::: =~ == = = == = $=== = ===:::: == == = $== ==== =:::: == = = = ~:">,/I I I III I I I I I 1'1 ~.. // _I I _III _I I _I I _I I Pl........... / . ffil I I ffi I I I [Q I '.' ffi I I ffil I ..... ~I I I ~I I I ~I I 1.'11 I ~I I inl I I I I . I I I I I I I ~I I '.' I Ip4 I I Ip4 I I Ip4 I Ip4 I I ~====~~ : ~ : ~ ~ ~3 I I I I I I I &l I I I I ~ :: I I I I -,V 12'..61' Jl- I 1 I I I '1 I I ....L 1-1- --, I I I -I- 1 I = Ie I -I -D .. I~ I.. .-1 I 1- ~. . _~_ I I I P14 ill I I I ~ I I lL I I If) I (f1 I c3 I ffi I ill I ~ I ...... I PI4 ::! I 1-. -+- I~ Ie. .-1 I . I'~ Ie... I 1 I L..~ I I ~-r I ~ 12"6~' ~ I N I I I I [Q I I I ~ I I I :: I I : I I I I I I I ~~P6 I I 101 I I ~~ I I in : : I I~ Q I I .~ I l P3 ) /'--- - - - ~ 3iZ"-iZ''' I P4 ~ r-. ~ P6 1.0-1 L! !J r-.:~ P6 I~.I L!.!J t;\ Lf!J P3 REFER TO 4/S-iZ'iZ'3 I' PILE LA YOUr PLAN I I I r-.1~P6 I~I L!!J r-. ~ P6 I^I ~:~ r-.1~P6 101 L!I!J IV rnJ P.3 P~ I- ~.~-~i---hl... PI I '. II------~ L.~.1J 1'1 I I II I II 1I1I I ~ I _1'1 ffi I 'I I I 1.'11 I : , I I P5 III I ,--, II'I '. ..., GB1~ I,. [==-~PI L-le..J I I -+ . I I I I I I I 'I S ml II ~ ~I 'I , I 'I - I I ,..------------... i ~ I I .-- - -' - - - - - -/- _1_ -l... i i ! ~:.: r~:..-: ~ r ~~ I@flJPI - . I I .., I 1m; F.D.: . - .... I I I I "k2 f ~3 \ ~~~.: ~~-: ~=f~~I~ J @ ~ /---t-------j---' ~ /'------~ r-. ~ PE, I.~I L!I!J r-. ~ pE, I-rn-I L!I.!J I I I , I I r-.,~P6 1.d].1 Lti!J 51-1EAR PILES. REFER TO 4/o-iZ'iZ'.3 . 32' 16' "\ CONTRACTOR NOTE: LOCATE AND STAKE ALL PILE LOCATIONS PRIOR TO INITIAL PILE INSTALLATION. NOTIFY ENGINEER OF ANY DISCREPANCIES. ~ MOHAN ENGINEERING, INC. n CO~sulting Structural ~ngineerS . <1.... L,">>.sidElh . .........""" '~., ~(> ' ~i .(\ ..q ~ ,~. f#!' (. ...,*))/;J://....- .' rC~~~~)') ........::7'/"^'i;??<'U~Ie:7?!<:6 ~:.....':'(;7~kJ.cr::.?6~ PROJECT NO. 03540 SCALE: 1/16" = l'~o" ;..~, '~'. "-.\ .,,'~'+~ .-~ " ----t----. ( IP4 1 I~;l I I ~I~ I ) : I I _-------" I I I ,r N I I ( ~ I I I ~ 12'-/0(' I -00 I t : : l' 1 I -~~~ _*.~:~~_ I Ire.. .-.. I~ I : 0 . _, 1 I L;I- - - - :._ · · ~ _ I I - II.. . e 1*-= I I PI4 13 I I l ~~---~!1 :: ~ I I 411..'. _ _ _ _..-. I I If) I \ I '" 1 I (j 1 ' ffi I I ill '--- - t- - - - ---..... ~ I I PI4 ~ I 1 r= +-'-- I I. -I- I .. - I . . '? I I .. I ~ I I L~~~ I I -} 12'-6" ~ I ~ ) ,-----~-------~~ I r.-~ I 1:"------:-1 ;-l 1-. ....1 .. 1..1 -'I - ,_. ..~. -I - -. - _, '.r I-! 1 ~ I I J' - _ L!: '.!J I I I I . I Ii,'>' . - _.1 I- '- - - - .~..I ~kj. ":.- l' '.1 L!~_~!..~~ ~h ~ _ _ _ _ J._ _ _ _ _ _ _ _I..." ~ ) '--- - - - - - --------~ ol-lEAR PILE5. 1\<,' 'r~\,_ "1)'0 ....~" e F.o. r-. ~ P6 11,.0.1 L!!J I r; ~iPE, 10'1 L!!J lm'-n" .,rf... f..i!'.~'-.n; fl" m' ~ "'-:--1] r..... ,1 . ,,~;.; tu: f l... '~/' t: ' I: U. .<..~~"~'~~~"".-'''''.~~'..- --.:....1).....'... ; " J I L ~ r i u. ! I!' ~ j I I ~ I' i..,. LJI JAN 2 ~ /Ulb '1 111' """""'1."'..,,- ~ A'-"cL' ''''~~I:"",t'' .."". , l;',~~ "','~l.J:"... SHillIC E;:; DfP 11 '.. .t;IFlWULCi ~ ,~'M..~...~_.., " '':'',0 ~,'-~1 .", >"';"}~" . .~, '''-Ii ~ \: BPRC Submital: Date Plotted: Date Issued: January 10,2005 Revisions: r'" I 1fI ~ ~ -----.------~ I I N ~-----i------ I I I , I I --.- -1-----.- T I 1 I I ' I (1) ~ TOP AND BOTTOM IN 3 DIRECTION5. DEPTH = 3'-1" DEPTH = 3'-1" [f\ - ~ 2'-12) 3/4" (18) ~ TOP AND BOTTOM EACH WAY I 1fI ~ ~ --.------ 1fI I 1fI I ~ 'It ...... [f\ [f\ I 'It ~ ~ --1 _, o N l) ~- 'It 'It ~ I I ~ I 'It I 1fI ~ I I I I I , I --~- ---~-----~ [f\ - ~ 'It ~ - _I = -1fI , - N I'-~" 1'-8" 1'-8" I'-~" 1'-~" 3'-4" I'-~" 1&'-112)" 1& '-112)" ~ ~ 1'-~" 5CALE: 1/2" = 1'-12)" 5CALE: 1/2" = 1'-12)" DEPTH = 3'-8" (2~) ~ 5.W. TOP AND BOTTOM (22) ~ L.W. TOP AND BOTTOM NOTE: REFE~ TO 4/5-12)12)3 FO~ PILE REINFO~CEMENT AT ELEVATO~5. 3" CLR 5T AI~5. AND SHEA~ PILES AS DE5IGNATED ON 5HEET 5-12)12)1. oc --1 l) - ~.:\- -> .' "'... ~ '" 2'-4" 8'-2" ~ 5CALE: 112" = 1'-12:)" DEPTH = 3'-1" DEPTH = 3'-12)" ~ (212)) ~ TOP AND BOTTOM EACH WAY (112)) -1& 5.W. TOP AND BOTOTM (112)) ~ L.W. TOP AND BOTTOM 1fI I ~ - ~ I [f\ 1fI I - N I \1) 'It I 1'-~" 3'-4" 1'-~" - N 1& '-112)" ~ 5CALE: 112" = 1'-12)" 1fI I ~ 2'-4" I'-~" DEPTH = 4'-2" 'It I (2&) ..., TOP AND BOTTOM I , ----~- - N 1812). ACI HOOK AT TOP r BA~5 AT SHEA~WALL PILE ~ CAP5 ONLy. 1812:). ACI HOOK AT BOTTOM BAR5 TYP. (~12). ACI HOOK AT -8 AND lli9 BAR5 TYPJ - 1fI , ---,~ ,) ';. """ " ...;-' ;, (.,," ... ~ ~ ^ . ~. ~" -> '" -!' .J. y; " oc --1 l) ..:. ,.... -,( ,Ii ~"' ".(. , ~. ,,:.-, i ,,~ ~ -'l . '" -> < < ", ".;': -> Q' ".' -'. Pi < " -> - ~ ~1 :" "'~" "', .,;:" -.;. ',~ " Q -." .': " /--"'-... ,~, " , . .," , }\ . ,'-;, ".., " . v -' <. -'l" .'. <., ->.. "''' '" \ .,.. ",e . r-,,: ',-' .' 'r.- ~ .'-' ',' .' ,t., -,. " -> ~. I.' ..: ' ., ~ ,,( - N 'It ~ I I - [f\ ~ I I I I I I --.- ---.-----.-----,~, I I I ~ II&"cp DRILLED DI5PLACEMENT PILE (PILES TO BE ~EINFO~CED UJ/ (I) lli9 UN.o ) i CD ~~;!;, ~~~_<!>~ECTION - (TYFJ ~ 1'-9" 1 , l' 112) , - 2 " I 1'-~" l' 3'-4" 3'-4" ~ d) --1 <:{ t- ~ ill , 0 - N ill ill d) 'It 5CALE: 1/2" = 1'-12)" TOP/FILE CAP = (-4'-12)") 4'-12)" THICK 6'-112)" 1fI I I I , ~I " (22) ~ L.W. TOP .. BOTTOM V-DEPTH'3'-8' 11-1- - -1-1 ! . I. . I .--.------~---, ~ __I.. k...................... j ................. ..../....<;...j 1 ~l ~-'i ->I.-.-----~-~~~~~r- I~_ ~ _ _ _ --+ _.L~-;i>'- _ _ _ _ ~. ,',m.. ~' I I 1 1'-12)" X 1'-12)" ~/1'-IZl';PEEP SUMP 1 ~ ': ~ . . ..,.' , PIT nyp) COORD. LOCATION UJ/ I , I ' // ~ ELEVATOR MFR REF. TO 3/5-12)12)3 1 I '"",'/'1" I ~ 1 FOR ADDT'L REINF. REQ'D. I I I (31) -e L.W. TOP I i ~ I I AND 60TTOM I ~ 1 ELEVATOR BLOCKOUT. COORD. 1 1 " , 1 ~ 1 UJ/ ELEVATOR MFR. FOR I I \ ri) 5IZE/LOCATION. REFE~ TO ' (31) -e 5.W. TOP : ~;;~3A~O:L~6:li-.~~~:). 1 i I i AND eOTTOM i , ju I -----i--j-- -t--------r- I I ~ -L 'j -,~ (38) '6 Sill. I , ' I I ' , Ii Pl TOP AND eOTTOM i 1)\ 11 i i I. .:Ii. ~\ -600 ~ i __ _ _ _ ~ II _ _ _ _ _ __ _ _ _ _ - - - -1- l~ J=..... ~T----- ~ -I I I j I I .+-~-------+-t Lt-~r---t+-t ~ 11) I [f\ [f\ I - N (Q ...... [f\ 'It 1fI ...... I [f\ 'It 11) , I I I I I I I I I ----r I I I I I I I I I I I , I I I- I I I , I I I - r I I; i i I I 1'-~" '1'-8" 1'-8" I 1&'-&" 1'-1" 4'-3" 3'-&" ~'-~" 50UT~WE5T TOWER PfLE CAP 24'-2" 5CALE: 1/4" = 1'-12)" ~ -I ~~~ '/A ." p. i . P4 ~ - ~ I 'It N i ri~ / ~ --#~---' ~mm~ P3 ceil' 1fI I ~ I I I I I I , I I --~- ---~-----~. I ' ' I I I I I I I I I I I 1 --~- -~-~-----~ [f\ - N I ~ 'It I [f\ 1fI I ~ I'-~" 3'-4" 3'-4" 1'-S" ~ ~ 11Zl'-2" ~ 5CALE: 112" = 1'-12)" PILE CAP NOTES: 1. ~ INDICATES II&"cp DRILLED DI5PLACEMENT PILE. 2. PILE5 AT ALL PILE CAPS TO BE ~EINFO~CED UJ/ (1) lli9 (FULL-HEIGHT) CENTERED IN PILE UN.o. 3. PILES AT ELEVATOR/STAIR PILE CAP5 AND PILES DESIGNATED A5 5HEAR PILE5 (F<EFE~ TO 5-1Zl12)1) TO BE REINFORCED UJ/ (1) lli9 (FULL-HEIGHT) CENTERED IN PILE AND (4) -S A5 PER DET AIL 4/S-12)12)3. EXTEND DOWEL TO 4" CLEAR FROM TOP OF PILE CAP. DEPTH = 3'-12)" (2&) lli9 S.W. TOP AND BOTTOM (1) -1& EACH WAY, TOP AND BOTOTM (23) lli9 LW. TOP AND BOTTOM 3'-4" 1'-~" 1'-~" 3'-4" 3'-4" - ~ I , I , I I I , / )\ ~~ I I-~---r- I ~--l---- I I I , I I I I I I I /~ I -J---ta --1--- i ~ i I I I I I , I , I I I I I , I / I I I /~ I _+__ta --+-- i ~ i I I I I I I I I I I I I I I I I . --.-----.---\--- I I I I I I I I 1fI I 01 I 1fI I ~ =-- [f\ 1fI I ~ ~ I - N 1'-~" I'-~" .. [f\ N 3'-1&" EJ 5CALE: 1/2" = 1'~12)" 'It I - ~ I ~ I N 1'-~" 1'-8" 3'-4" 3'-4" 1'-8" 1'-~" 13'-1&" E1.4 \l?K ljT~ .11 I ~_. ~-~im\\ \ 1 . r \ \! \JL~.. . JAN 2. J .'I(i~~ . .IU\ \.~.~\lt'~~t;AA . ~f;i(q\;'I.~E'3.~_~P~.. ....__..-...,~ L -- - -1-: , I I I i I I i--i-il II ,~ -----.--,-1 \ r, r~- ~ r ~I ----r- ------,~ il-T' I'-;~~:~;) CAP ~~I :i]~= I I 4'-12)" THICK P4 I I .' j i !I~. ! I' \ (31) -e SW. TOP I : I I AND BOTTOM I I -------i I I I I I ) I) 1---- Gel =---=-~j ------~ -.- ~ ! -r~-+--=--=-==----=--=--=--=-==---=--+- I -- -- ~ -t-+-+-' L,~ ---t-+-tJ '1'.8" 11'-8" I l'-S" 5CALE: 1/2" = 1'-12)" ~ .~ ~ II-i-II t .~ ~l- -! -~.----.l I -' ~ ~----i- I " II' , 1 I : i I ! I I I I , I I I I -T-----T- I I I I , I I I 1 I : I ii' ! i i! ! .~ ~ I I ~ I ! ~ --r. I ~----i- ~ ---B- -- ~\-..J....-~it...~-' -~, .., ----~~~ ~ ....... . . ~ I '.. '1! '1!, '1! '. l' I - '. .... ...........', -t-' '. .' I -L I T' r.,- I I T 1'-~" '1'_8" 11'-8" I 4'-~\'. '1'.8" 1"-8" ' i ~ ~ I I , I I I , I I I , 1 I , I I I I I P4 ~ I - \1) ~ r- - ~ I 'It N (31&) -e L.W. TOP AND BOTTOM - N I I ! r~ / ~ \ i / i . ~ --~~---~- .~ r- ~"""~_: P3 &'-~" ~'-1" 1'-1" " 23'-1&" 4. CONCRETE COMPRE5SIvE 5TRENGTH AT PILE CAP5 TO BE 4,12)12)12) PSI AT 28 DAY5. 50UT~EA5T TOWER PILE CAP ~..,.... SCALE: 1/4" = 1'-12)" ..........",;;; ,,'''' ~" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 4.' ~et+i del1:c, }:. " i(~ f?' .~t, 6' ~ " 1"l' January 1 0, 2005 January 10. 2005 03540 100% Construction Documents -~\~ pile Cap Details . ~ o(}2 ~,.'" ',,: . - '. ..- .<<.,. '''-".',- .~.- .,.'1; Date Issued: Revisions: 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E cty Hwy 30.A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL C.O.A. No. 7498 George E. Mohan FL P.E. No. 46665 ~~~n5:'h(~'~~\N5~5"'i~i~~: ~'~~'(~i'fi ~~5~~j~~ (Wt:::;__OYP,...:i!' ~~F @2OO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK"' UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlON ACT Of 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. ('..Jl~. \ \t ' ; I ~ J \\,1 \J~ PROJECT NO. 03540 (2) .b x 4'-cZl" TOF, 60TT., 4 MIDDLE (TYF) " "'\~ \LOC }--<( tro I = 0 ~O - -<( [I)"" T1FICAL ELEVATOR TOWER FILE CAF REINFORCING; NOT 5l-10UJN (FOR CLARITYJ ~ I - N ~ I :....- "t 3" CLR (TYF) - N (3) 418 CONT. TOP 4 60TT., (:3) 418 ADD-6AR5 MIDDLE (TYFJ o " . triO r-: = Zen '--t- = -<( ~~ - UJ ~- _t- ~ :.:0 /;. ..,.-<: o ~!EV~:~~"BlOCKOUT - FlAN viEW o REFER TO 1/5-lZ)(z)2 AND 2/5 - (z)(z)2 FOR PILE CAF RE INFORCING; . ~ ELEVATOl'1 BLOCKOUT 13"''' MAX) L- COORD. w/ ELEVATOR MFR. 1- (-) 4'-lZ)" .... TOF/PILE CAF ~.(; ^ .t.. ~ ~ o }- = u..'<t _N OCt- ~-<( ~ UJ t- ~ /, () i .;'~ ..) " .. .'^ 1,' j , "< ].'.' .'. L < , " .' < \, r ".~< I,"' ,"1', "; " > ~ ~ r. . ..;. ~f , 0 Ii <. . -1 l) ~ I '<t Ii -l l) " "..: < ." /.~. .~ . : - . < N " ' /.; /! - ~ . ... (3) 418 CONT. TOF 4 60TT., (3) 418 ADD-6AR5 MIDDLE (TYFJ ..",j 2" CLR ,.::: 0) ~~~, ~~~}ECTION - ELEVATOR BlOCKOUT ~ "t ..-; ~^ /, ~ <': " '- " , ~ I :....- " ., .-l.;:. CONC. GRADE BEAM O~ PILE CAF. 5EE FLAN FO~ 51lE AND REINF. '3lZ)O 5TD. ACI l-IOOK (TYFJ UJ = l) ~- ,-1 - \L N~ 1~" '*' DRILLED DI5FLACEMENT FILE REINFORCED WITl-I ~ AT <t AND (4) ~ vERTICAL5 AND .3 TIE5. T AFER veRTICAL REINFORCING 0~~!EA~4:.1~;, REINFORCING DETAil WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYR'GHT PROTECTION ACT OF 1990THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPosrnON OF SPACES Aim ELEMENTS OF THE DESIGN. ~ MOHAN ENGINEERING, INC. n Consulting structural Engineers FL C.O.A. No. 7498 George E. Mohan FL P.E. No. 46665 13630 58th Street North, Suite 107. Clearwater. FL 33760 Phone (727) 535-9771. Fax (727) 535-9773 ~ I \ (11) 418 L.W. TOP AND BOTTOM (b) lIB 5.W. TOP AND eOTTOM ill 4'-0" Tl-IICK TOF/FILE CAF = (-2'-0") IcZl'-2" (31) "8 5.w. TOP AND 60TTOM (15) 418 L.W. TOF AND eOTTOM "<t 1'-'3" 3'-4" 3'-4" (Jl I '<t :....- I Cf) @- - - "t -, [I) ~ = ~ - , , ..g [I) (Jl , :....- -\- -1 ~ ~ ~ ---~~---------- (Jl -~--- ~ 11 -~~~: - ~ - -\ - ~ ----i--; 11-+- l-.---------~ -------~1-~;~~ 1\ -- -------- ------- -- -t----- ~ - ~ I ' ' I ' I" I-~--T,----------~ -------,!-,_--~ ~ Lllri----i----i-!l~ - I I I 1'-'3"1 1'-8" 1'-8" 1'-1 1/2" ~ , "t I 1'-1 112" 3'-~" 24'-5" 81-'3 112" 8'-'3 112" STAIR PILE CAP 5CALE: 1/4" = 1'-lZ)" MI.... ",....,.,.s.id€)h. ,.....""',. *... ;t ('" ,,,,e~ ",",',S' ~ hi. BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10,2005 Revisions: S-003 03540 100% Construction Documents Pile Cap Details ~ .1"'!' PROJECT NO. 03540 "2)....' .~ ".^""."'~.,.^'........,.,...,.,.,..".., .....~ '., ../ //""i. "J I /~', '>'*""..;.'~/.x<:, :,:. _ :,"',' ',,>' ,.: .,.,:::.,:.:: >' {S, ,..;<"" '~:":':',,' .' ,- _".eo C,..... . .r?t<:'lkt:f-r;Z'I'11f:t' <i.~;Y::(:;.eil:.k:.j('}~,?<51 FOUNDATION PLAN NOTES: 1. 5LAB-ON-GRADE TO BE 17" T~ICK w/ 6x6 - W2.'~xW2.9 W.WF. ON (1) LAYER 6 MIL. vAFOR BARRIER OvER WELL-COMFACTED FILL. REFER TO FLAN FOR EXTENT OF 5LAB-ON-GRADE. 2. TOF OF 5LAB = 12>'-~" UN.O. 3. CENTER ALL FOOTINGS BELOW WALL OR COLUMN UND. 4. ALL FOOTING REINFORCING TO BE BOTTOM BAR5 UN.o. 17. IN5TALL 5LAB CONTROL JOINT5 AT 1IO'-~" O.C. MAXIMUM EACt-I WAY. JOINT FATTEfiN 5t-1ALL BE AFFROXIMATEL Y 5QUARE, AND LIMITED TO AN AREA NOT EXCEEDING 2&~ SQUARE FEET. ALIGN JOINTS WIT~ COLUMN LINES Wt-IERE FOS5IBLE. REFER TO 1I5-1012>~ FOR CONTROL JOINT DETAIL. 10. PROVIDE 12" MIN. 50lL COvER OVER EXTERIOR WALL FOOTING5. CONTRACTOR TO FIELD-VERIFY FOOTING ELEvATION5 WITt-I GRADE. NOTIFY ARCI-lITECT /ENGINEER OF ANY CONFlICT5 OR DISCREFANCIE5. 1. STAIRS TO BE FRE-ENGINEERED STEEL FAN STAIR SYSTEM TO BE DESIGNED FOR 1~12> F.S.F. LL SUBMIT SIGNED AND SEALED St-IOF DRAWING5. 8. REFER TO ARC~ITECTURAL DRAWING5 FOR MA50NRY OFENINGS AND ALL DIMENSIONS NOT St-IOWN. 9. REFER TO ARCt-IlTECTURAlICIVIL FOR EXTERIOR SLAB AND SIDEWALK INFO~ATION. 1~. REFER TO ARCt-IlTECTURALIFLUMBING DRAWINGS FOR FIXTURE/DRAIN LOCATION5 AND REQUIREMENTS. 11. REFER TO St-IEET S-&~~ FOR CONCRETE COLUMN SCt-IEDULE. REFER TO S~EETS S-&12>1 Tt-IRU S-&~IO FOR St-IEARLUALL DETAILS. 12. REFER TO St-IEET S-9~~ FOR STRUCTURAL NOTES. 13. IN5TALL MASONRY CONTROL JOINTS (M.C.J) AT 32" o.c. MAXIMUM AND Wt-lERE INDICATED. COORDINATE W/ ARC~ITECT. REFER TO 3/S-IO~~ FOR MA50NRY CONTROL JOINT DETAIL. /. ' ~'I ~l~'-~"~ (2) &/8"4' EXFAN. BOL TS (2) IllS BOTT. CONT. 1'-4" BASE OF METAL STAIRS SCALE: 3/4" = I'-~" lIS AT EACH CORNER T..,...P. AT LOAD-6EARING MASONR..,.... A , I C1) N ~ I ~ , ~ , - \ ~ I C1) N I" 30' -0" I I I I -~ -- c;l -- ceE; - --- -- -- I I I I ----:~-- ..,.... - "': - .------ - - .....----..-------..---.--......,..... -- CCE; \ \ \ ~ I ~ N REFER TO 2/S-803 (T"""P) r<\ . C1) =- I ~ Ii ....l o ~ AT 12" o.c. EA. WAY TOF AND BOTT. - ('l) . <. , . ~~ Ii ....l o SUMP prT SCALE: 3/4" = 1'-~" - ~ CCE; 2" CLR. I'-~" 3'-12>" LAF TYF. (NT6) ~ . . 2 30'-0" ----1-- J 1" 30' - 0" '["-'0" i i i I I I I t +=--- -+ i i i i i ____ ~ +1 ___ - i - i -- i------- I I I I I - ----~ +' I - --- I I I I I I I I T I I I I I; , 30'-0" I I I I t I I (2) ~ x 2'-6" DIA60NAL REINF. TOP AND 60TTOM WI-IERE SHOU.N. II (-) 4'-~" TOF/FILE CAP-S (2) "'10 x 1'-12>" LONG . (TYF. 4- SIDES) ~ fO I~ I I . I .-----r ----- I I I I I I ---]1-- --F --- --~-~--=-----= -~ - -=--=~~----~~- -- - --------=- -=--~=--=--=--=-~ ~ I MATC~ TYF. RE INF. EAC~ WAY - N . . . .' "t SW " 3 \I) ~' - --------, 1- " SW F.D. 3: SW WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813248-9258 Fax 813247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @ 1003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COP"RIGHT PROTECTION AS AND ..ARCHITECTURAl WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTlOH INCLUDES BuT IS NOT LIMITED TO IHE OVERALL FORM AS WElL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN_ 360'-2 " I 1" ,,-, 2" 7f--- 30'-0" I 30'-0" I 22'-1" I 1'-11" 2'3'-&" J - -~_..._---- ~~-----_.9~-.---l.~---._--1tl , il i~ 'i;!i'i~ .=1___ ~C=-_ ...---ff----+-f:'------ccl' . i i i: Iii i I I -----t-- -+ . I I I I . I I I -----t-- · I". I I I F.D. I I I I I I I 1 I ..~~ --- - - +=----- - -i= --- -- -~ ---- - '-4-cc-- - -~4- -- 'j - .... .. . - - -: i- - --- i rn_- _u -- - i--- -.. . -j ;-- - -- - 'i 20'-2" '11.1 :::.:-- i I I I +--- I I I I i I I I +==n I I I I I --1~ ~----- - --~ - ___n___' I I II 3 Q) 30'-0" 30'-0" 30' -0" CC4( @ FD. FD. I I I I I I I I I I I I I I I I -1-- ---- --- ------- - -----, 6UTT CCI COLS. TO 6LDCiI. COLC. THESE LOCATIONS. PROVIDE 60NDBREAKER 6ETWEEN COLUMNS. -+ I I I I I 1/2" SLA6 160LATION JOll.T AT CONC. COLUMNS ANDT 6~EARWALL6 T..,...P. I s ~ I I - --- - - - - - ~ -- -~ - ---- ~ -.- . I ~ r<\ - -----* ------ - ------ - ----.. - - - - - --- - \-8" X 8" TI-IICK SLAB . EDGE wi (1) lIS CONT. n..,...p) REFER TO 1/S-100 n..,...p) FOUNDATION PLAN Pl- . 0' 4' . 32' SCALE: 1/16" = 1'--0" 16' DESIGN WIND CRITERIA: PER ASCE 7-<38 1. BASIC WIND SPEED = 130 MPH. NOTE: REFER TO CIviL DRAWINGS AND ARCt-iITECTURAL SITE PLAN FOR SLOPES TO FLOOR DRAINS. 2, IMPORT ANCE FACTOR (I) = 1, 00 BU I LD I NG CATEGORY: I I (PER ASCE 7-98 TABLE 1-1) 3. WIND EXPOSURE . C' . 4, INTERNAL PRESSURE COEFFICIENT (GCpi) = +0,18, (-)0,18 5. COMPONENTS AND CLADD I NG: WALL/WINDOW PRESSURE/SUCTION ( PSF) INTERIOR ZONE EDGE ZONE LEVEL PRESSURE SUCTI ON PRESSURE SUCTION -----~._- 20 SF 50 SF 100 SF 20 SF 50 SF 100 SF 20 SF 50 SF 100 SF 20 SF 50 SF 100 SF 1---. 1 3<3.7 36. 5 34, 2 -54, 2 -51. 3 -4<3. 2 39. 7 36,5 34, 2 -99. 3 -87, 9 -79.3 .--- 1---- 2 43.0 39, 6 37, 0 -54. 2 -51. iliA? 2 43, 0 39. 6 37,0 -99, 3 -87, 9 -79. 3 3 46, 7 43,0 40, 2 -54, 2 -51. 3 -49, 2 46, 7 43,0 40, 2 -99,3 -87, 9 -79, 3 ---- 1----- ------- 4 49,6 45,7 42. 7 -54,2 -51. 3 -49.2 49, 6 45.7 42. 7 --99. 3 -87. 9 -79.3 - 5 51. 9 47. 8 44, 7 -54,2 -51. 3 -49, 2 51. 9 47.8 44.7 -99,3 -87, 9 -79,3 6* 54. 2 49. 9 46, 7 -54,2 -51. 3 -49, 2 54,2 49,9 46, 7 -99.3 -87. 9 -79.3 7*'11. -.- '--- 55. 3 51. 0 48. 8 -54. 2 -51. 3 -49. 2 55, 3 51. 0 48, 8 -99, 3 -87, 9 -79.3 * LOW ROOF * * STAIR TOWERS GLAZ ING NOTE ROOF SUCTION NET UPLIFT (PSF) ALL EXTERIOR GLAZING St-IALL BE IMFACT -RESISTANT: 1. GLAZED OFENINGS LOCATED WITt-IlN 312> FEET OF GRADE St-IALL MEET Tt-IE REQUIREMENTS OF T~E LARGE MIS51LE TEST. 2. GLAZED OFENINGS LOCATED MORE Tt-IAN 3iZl FEET ABOvE GRADE St-IALL MEET Tt-IE FROvlSIONS OF Tl-tl;-:.SMALL MISSILE TEST. . ~ U\!1lf; I NTER I DR ZONE: EDGE ZONE: CORNER ZONE: OVERHANG ZONE: -42,5 ~----- -100, 8 -100, 8 -105, 7 6. EDGE DISTANCE = 10' -10' l"-<"/ <.;: 'iC:~\ ., "..:>1<,1(>,) V-" (, ( BPRC Submital: Date Plotted: May 23, 2005 Date Issued: January 10,2005 Revisions: ~ Addendum #2 February 14, 2005 Foundation Plan 03540 1 00% Construction Documents ~ MOHAN ENGINEERING, INC. n Consulting Structural. Engineers FL C.O.A. No. 7498 George E. Mohan FL P.E. No. 46665 13630 58th Street North, Suite 107 - Clearwater, FL .3.3760 Phone (727) 535-9771- Fax (727) 535~9773 v - ..... .& Bldg. Department Comments May 18,2005 s- 1 00 ....... , ,., - ( "J.' .1.1. 0'::./) // /hN/r,,'t"/ ",../ ... t ../ """Y;"I'f/". PROJECT NO. 03540 FOUNDATION PLAN NOTES: 1. SLAB-ON-GRADE TO BE 511 TI-IICK wi 0x0 - W2.9xW2.9 W.W.F. ON (I) LAYER 0 MIL. vAPOR BARRIER OvER WELL-COMPACTED FILL. REFER TO PLAN FOR EXTENT OF SLAB-ON-GRADE. 2. TOP OF SLAB = 0'-0" U.N.O. 3. CENTER ALL FOOTINGS BELOW WALL OR COLUMN UN.O. 4. ALL FOOTING REINFORCING TO BE BOTTOM BARS UND. 5. INSTALL SLAB CONTROL JOINTS AT 10'-011 o.c. MAXIMUM EACI-I WAY. JOINT PATTERN SI-lALL BE APPROXIMATELY SQUARE, AND LIMITED TO AN AREA NOT EXCEEDING 250 SQUARE FEET. ALIGN JOINTS WITI-l COLUMN LINES WI-lERE POSSIBLE. REFER TO I/S-600 FOR CONTROL JOINT DETAIL. 6. PROViDE 12" MIN. SOIL COvER OvER EXTERIOR WALL FOOTINGS. CONTRACTOR TO FIELD-vERIFY FOOTING ELEvATIONS WITI-l GRADE. NOTIFY ARCI-IITECT /ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. l. STAIRS TO BE FRE-ENGINEERED STEEL PAN STAIR SYSTEM TO BE DESIGNED FOR IlZllZl P.SE L.L. SUBMIT SIGNED AND SEALED SHOP DRAWINGS. 8. REFER TO ARCI-lITECTURAL DRAWINGS FOR MASONRY OPENINGS AND ALL DIMENSIONS NOT SI-IOllJ'.!. 9. REFER TO ARCHITECTURAL/CiViL FOR EXTERIOR SLAB AND SIDEWALK INFORMATION. IlZl. REFER TO ARCI-lITECTURALIPLUMBING DRAWINGS FOR FIXTUREIDRAIN LOCATIONS AND REQUIREMENTS. 11. REFER TO SI-lEET S-50lZl FOR CONCRETE COLUMN SCI-IEDULE. REFER TO SI-lEETS S-501 TI-IRU S-500 FOR SI-IEARWALL DETAILS. 12. REFER TO SI-lEET S-900 FOR STRUCTURAL NOTES. 13. INSTALL MASONRY CONTROL JOINTS (M.C.J) AT 3211 O.C. MAXIMUM AND WI-lERE INDICATED. COORDINATE WI ARCI-IITECT. REFER TO 3/S-000 FOR MASONRY CONTROL JOINT DETAIL. WALL LEGEND . NON-BEARING MASONRY !: I !, I ',!, II LOAD-BEARING MASONRY (8" OR 12" C.M.U) CONCRETE SI-lEARWALL SW (811, 12" OR 14" NOM) NOTES: l. REFER TO PLAN FOR MASONRY REINFORCEMENT. 2. REFER TO PLAN AND SI-IEETS S-501 TI-IRU S-506 FOR CONCRETE SI-lEARWALL REINFORCEMENT AND DETAILS. 0'.0" ~ (2) 5/8"4' EXPAN. BOL TS (2) lIS BOTT. CONT. 1'-4" BASE OF METAL STAIRS SCALE: 3/411 = 1'-0" c\ !(3) lIS AT EACI-I II CORNER TYP. AT LOAD-6EARING MAeONRY. A I" 3e>'.e>" ~ I ~ I ~ I - I I I I --~---- eeE'> I I , , /~ I , \'1) N , , ~ I (j;j N (j;j , (j;j N Ii -J o rf\ 116 AT 12" O.C. EA WAY TOF AND BOTT. . . .~ . Ii -J o SCALE: 3/4" = 1'-0" . - ~ SUMP PIT l CCE'> 211 CLR 1'_011 3'-lZl" LAP TYF. (N.T.S) ~ ... 2 3 3e>'.e>1I 3e>'.e>" 3be>'-2" 3e>'.e>" 3e>'.e>" 22'-1" 2e>'.2" 3e>'.e>" 3e>' .e>" 3e> '-iZl " 3e>'.e>" CC2 ___________~C2 ___________~C2 , I I I ~' _~4 I !ill'~ I I I I = I I - - ~--'- - ~ - ~.'='- - ~ - ~ ii"4'- - ~ - +- -F - ~ - ~ eel I I I : ~ I I I I I I I I I I I I I I I I I I I I -----~------,-----~-----~---+ I I I I I I 3 I I <.l) I I I I I I I I -60 I I I -----~------,-----------~-~-+ I I I I I I I I I I Fl'. I I I I I I I I I I I I ---=-~---=-----=----=-----=----=--_t__---=-----=----=-----=----=---{----=----=-----=----=--~---=----=-----=----=--~---=----=-----=----=-----=-t~- I I I I I I l I I I I I I I I I I I - ___ - - - - - __ - - - - - _JI- - - - - ______ - - - - -.- - - - - ___ - ~e" x e" TI-IICK SLAe EDGE wi (1) lIS CONT. crrp) I: I. III CC4( @ 3 <.l) I I I I I _~_~_~-+-~-+-~n__- i i i I I I I I -~-~-+-+-~- I I I I I I I i i (2) 4'3 x 2'.b" DIA60NAL REINF. TOP AND 60TTOM WI-IERE 5I-IOu.N. ~ I~ I I I ----r----- I I I I I - ---=- ---=-- - - - ~ - ---=-- ---=-aJ SW (-) 4'-lZl" TOPIPILE CAP . (2) "6 x l'-0" LONG (TYP. 4. SIDES) ~ I MA TCI-I TYP. REINF. EACI-I WAY I I --~---- ees I I lIS vER~. AT :24" OC! MAX. I - N . ~ '<t .: . ~ FD. FD. I ~I <.l) I BUTT eel COLS. TO BLDG. COLC. TI-IE5E LOCATIONS. PROVIDE BONDBREAKER BETWEEN COLUMNS. I 112" SLAB ISOLATION JOll.T AT CONC. COLUMNS ANDT SI-IEARWALLS TYP. I s ~ I ~ l'1 SW . , I CCII [] 5W ~I II IllIFD. 001=1'. 31 FOUNDATION PLAN REFER TO lIS-1e>e> (TYP) . 32' SCALE: 1/16" = 1'-0" .... 0' 4' 16' DESIGN WIND CRITERIA: PER ASCE 7-98 1. BAS I C WIND SPEED = 130 MPH, NOTE: REFER TO CIvIL DRAWINGS AND ARCI-IITECTURAL SITE FLAN FOR SLOFES TO FLOOR DRAINS. 2, IMPORTANCE FACTOR (1) = 1. 00 BU I LD I NG CATEGORY: I I (PER ASCE 7-98 TABLE 1-1) 3, WIND EXPOSURE N Cn , 4, I NTERNAL PRESSURE COEFF I C I ENT (GCpi) = +0.18) (-)0.18 5, COMPONENTS AND CLADD I NG: WALL/WINDOW PRESSURE/SUCTION ( PSF) 1NTERIOR ZONE EDGE ZONE LEVEL PRESSURE SUCTION PRESSURE SUCTI ON 20 SF 50 SF 100 SF 2D SF 50 SF 100 SF 20 SF 50 SF 100 SF 20 SF 50 SF 100 SF 1 39,7 36, 5 34, 2 -54,2' -51. 3 -49. 2 39, 7 36,5 34, 2 -99, 3 -87.9 -79, 3 2 43,0 39. 6 37, 0 -54, 2 -51. 3 -49, 2 43. 0 39,6 37, 0 -99, 3 -87,9 -79. 3 3 46.7 43, 0 40, 2 -54, 2 -51. 3 ~,49, 2 46. 7 43,0 40, 2 -99. 3 -87,9 -79,3 4 49, 6 45, 7 42. 7 -54, 2 -51. 3 -49;2 49. 6 45,7 42. 7 -99, 3 -87,9 -79. 3 5 51. 9 47, 8 44, 7 -54, 2 -51. 3 -49, 2 51. 9 47,8 44, 7 -99, 3 -87, 9 -79, 3 6* 54, 2 49, 9 46, 7 -54. 2 -51. 3 -49. 2 54,2 49.9 46, 7 -99, 3 -87, 9 -79,3 7** 55,3 51. 0 48, 8 -54. 2 -51. 3 -49, 2 55, 3 S1,0 48, 8 -99, 3 -87,9 -79,3 * LOW ROOF * * STAIR TOWERS ,~rD .~WJi.rll~ II ; II I [~A: 2 IlU05 11!)/ glf\l" - O. I - ,~ ~ &: p, 9~i'lO,,'~ ~ c. i'!, (. ,. '" ,'.. "'1 Ii lUli1!i. . i-~ 'd' " , ,~r,_?,,_____,~ ~''',.,~. GLAZING NOTE ROOF SUCTION NET UPLIFT (PSF) ALL EXTERIOR GLAZING SI-IALL BE IMPACT -RESISTANT: GLAZED OPENINGS LOCATED WITI-IIN 3lZl FEET OF GRADE SI-IALL MEET TI-lE REQUIREMENTS OF TI-lE LARGE MISSILE TEST. INTERIOR ZONE: EDGE ZONE, CORNER ZONE: OVERHANG ZONE: -42, 5 -100, 8 -100, 8 -105, 7 GLAZED OPENINGS LOCATED MORE TI-IAN 30 FEET ABOvE GRADE SI-IALL MEET TI-IE PROViSIONS OF TI-IE SMALL MISSILE TEST. 6, EDGE D I STANCE = 10' -10' ...., '~~,., ~" iiJ;i;.,;.,\ 4 100% Construction ti>ocuments 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A cLef' i d f.'l)r- }. . f' V \'" .... '~s -Cl.i.t",:, . 'I" r.......If.....'r '.....'..... ~ ..' .;,; (IY,!/!. - f . J /11' (..;)~.f .. 11.. r;:)/>).' .;/7I/1I"/''''''''I'r1"'/ ,"_.Jr '.,..~in7.".. Date Issued: Revisions: Fou ndat!oo~.~!on 1860 RepUblica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL C.O.A. No. 7498 George E. Mohan FL P.E. No. 46665 13630 58th Street North, Suite 107. Clearwater, FL 33760 Phone (727) 535-9771. Fax (727) 535-9773 (\ I \ ! \ L); o <C> 2000 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTlON 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlON ACT OF 1990 THE PROTECTlON INCLUDES BUTIS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOsmON OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 DIMENsrON PLAN NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR MASONRY OPENINGS AND ALL DIMENSIONS NOT SHOWN. 2. REFER TO ARCHITECTURAL/PLUMBING DRAWINGS FOR FIXTURE/DRAIN LOCATIONS AND REQUIREMENTS. 3. REFER TO SHEET S-S00 FOR CONCRETE COLUMN SCHEDULE. REFER TO SHEETS S-S01 THRU S-Sc2'6 FOR SHEARWALL DETAILS. 4. REFER TO SHEET S-gc2'0 FOR STRUCTURAL NOTES. S. REFER TO DESIGN WIND CRITERIA AND GLAZING NOTE ON SHEET S-100 FOR EXTERIOR GLAZING INFORMATION. CONTRACTOR NOTE: REFER TO ARCH. REFLECTED CEILING PLANS AND ELECT. PLANS FOR RECESSED FIXTURE REQUIREMENTS AT BOTTOM OF SLAB (TYP.J. WALL LEGEND ~ NON-BEARING MASONRY 11111111111111111 LOAD - BEARING MASONRY (8" OR 12" C.M_UJ CONCRETE SHEARWALL SW (8", 12" OR 14" NOM) NOTES: 1. REFER TO PLAN FOR MASONRY RE INFORCEMENT. 2. REFER TO PLAN AND SHEETS S-:,01 THRU S-:,06 FOR CONCRETE SHEARWALL RE INFORCEMENT AND DETAILS. LIVE LOAD DESIGN LOADS AREA SUPERIMPOSED LIvE LOAD: RESIDENCE 40 PSF (UND. ON PLAN) BALCONY 60 PSF ENTRY /CORRIDOR 80 PSF LOBBY/STORAGE 1c2'c2' PSF ELEC./MECH. NOTES: 1. REFER TO SHEET S-g00 FOR ADDITIONAL INFORMATION. REFER TO PLAN FOR BALCONY AND ENTRY/CORRIDOR LOCATIONS. P.T. SPECIALTY ENG. NOTE: 1. NON-BEARING MASONRY WEIGHT: (DEAD LOAD) S0c2' PLF AT EXTERIOR SLAB EDGE 600 PLF AT INTERIOR 2. SHEARHEAD OR SHEAR STUDS REQUIRED WHERE INDICATED ON PLAN. E o r---- N b en co co N -q-- N >. o :::';' D"' 3 -0 ('oj """ -0 o I N I o o 4= I CO CO N (/) /'" N """ -0 <C I en N CO I en CO o N /'" -0 ~ (/) /'" o <C u /'" Q) D"' o en en o (L -0 OJ 3 -0 C 3: /'" X S: > /'" 'e (L I Q) .2: u <C /'" :::';' ~--------~---~- - I I I I I I ~-+/--1 30' - -~-~----------1 30' -0" r 0- @- -- ~-- D.5 -~ 0 C:! '" . G:l ;.. , !f) 0--- STEP VARiES- I -- - --- -- -- --- -- -- -. : I I G:l I U I U I I I I STEP I VARIES I I I I I I I I I I / STEP VARIES-/ \- --it 4) "5 I I III I , q? I I / /: ------ I -----{- 30'-0" , I ---- -- --------- ------, I I i L - ~ ~. . I -PRE-ENGINEERED I. MET AL PAN STAIRS AND LAND INGS , (100 P5F LiVE LOAD,) 5W 3 U) ~I 1l'J1 I I I I " ~- .- I I I8Il!I (4) "5-- -- STEP TOP/5LAB 2 1/2" AT BALCONIES UN.O. SLOPE TOP/SLAB TO A MIN. EDGE n-IICKNES5 OF l" UN.o. REFER TO SHEET 5-800 (STEP AT EXTERIOR FACE OF MASONRY AT WALLS, INTERIOR FACE OF MASONRY AT SLIDING DOOR OPENINGS). - DOTTED HATCH INDICATES 2 1/2" STEP-DOWN AT BOTTOM/SLAB. REFER TO SHEET S-800 FOR TYPICAL DETAILS. I; , ~ ? I; '3'-10" I" 'I 1 I I 30'-0" t-- I I I I I --=------ --------- -, ---- ~ 3 ill I --1-- -- I I --+-- -- --- ---- "I _ ~.- 36""""-f - (8J 0) -----_.~------_.__.__.__._.__._._.__..._._,,--_._-----_._._._~._-_...- I , I 20'-2" ~ 1 1 ~ '1 --l-- 2 112" TOP STEP AT I TYPICAL CONDITION. I VERIFY ALL OTHER STEP LOCATIONS Ill/ ARCH I 30'-0" -----;{--~--------------------- I I I I I I \ I \.------- ( 4) "5 I -I 1__ CHASE OPENING I / REFER TO 8/S42 ITYPJ I~ ~ I -- I ~I ! I ---t'-- ---. ~ 2ND FLOOR DIMENSION PLAN (RESIDENTIAL LEVEL 1) 30'-0" 30'-0" I (4) "5 r I I too - I I I I -+ - I ~I~ ----~ I II I~ II \..SHEARWALL BELOW I Ii .1 " " I I I I I I 1'1 I,I I I UJ -----, I .~ (3) "5 AT CORNERS (TYP. AT NON-BRG. MAS) UN.o. ~ I I "5 VERT. IN FULL Y GROUT~D CELL AT 32" O.C. MAX. AND AT WAL.L INTERSECTIONS I AND SIDES OF OPENINGS'(TYP AT NON-BRG n= ~__~AS) UND. =_=-=-____-=_-=. _.. STEP I I vARIES --b<Y)(T- __RiQQQIEFCC==-:--=-_---=-+ IQZ,SZiL - c_ =- n- . 0' 4' WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2oo3THESEPLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND ..ARCHITECTURAL WORK.' UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO_ AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT liMITED TO THE OVERAll EORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OE SPACES AND ELEMENTS OE THE DESIGN. 16' . 32' SCALE: 1/16" = 1'-0" ~ MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL C.O.A, N 7~9 c;eorCJe [. Mohon FL F)[ () lib ') 13630 58th Street Phone (727) " ~;1 .. i V /, ,.....l. :i( ~ '- <: i-..- Suite 107 - Cleurwotcl 9/71- Fox (72 / ../ . / ( ~~)j/ N r'/';,o .,'.,f' " / ) ./ ;'" PROJECT NO. 03540 . II ~ I . '" "r'f ----~-\ !IBI II. I (iO) ----------------+- I I I I 30'-0" 30'-0" C :;, C :;, w~L-J __..1.._ ~ ~- .":'- 1 J 4) "5 AT EACf-l END 101= OPEiN INGS I LARGERTI-IAN 14'':0J (Typ:.tT NON-BRG. MASONR 'I) UN.o. .,_, I ! I I~ ~I 1 1 --- t-- --I -f----- 1 I; i i I~ I I I -- -r- - ~.! -- T :T:PVA~ES - ~ I I :- I I I I I STEP VARIES I -a-- == I _~__kYxY~yo; ::.~_-_:._==cc~----+---- (3) "5 I = '------ (2) "5 AT EACH END OF OPENINGS LARGER Tf-IAN 4'-2" (TYP. AT NON-BRG. MASONRY) UNO. S 8x18.4 PRE-ENGINEERED METAL PAN STAIRS AND LAND INGS (100 PSF LIVE LOAD) ------ STEP 3/4" AND SLOFE SLAB 1/8 "1FT. AT A ENTRY CORRIDOR TO A MIN. EDGE a..:, THICKNESS OF 1 1/8". COORDINATE STEP LOCATIONS, SLOPE DIRECTIONS, AND RIDGENALLEY/CRICKET LINES w/ ARCHITECTURAL DWG'S. " f- ~ a -, rL x ill (0 III I II ': 1::1 CClei II ill I I I Ii! I: CCI0 III I - '" '- ~ .. '" . ~ '-~..-'l'--~'~r:;-,jn\.! :;\lGb\ PLAN"'\OO ~ c,r. ",-. ': '> " ,. ,.., . l/'.",_...,~. . C~ ~4 0 r ... . -""'^'" ."...... 1 i ~ \..,i":::"';';'::"-._,,_"~-.r BPRC Submital: Date Plotted: May 24, 2005 Date Issued: January 10, 2005 Revisions: & Addendum #2 February 14, 2005 03540 100% Construction Documents 2nd Fir. Dimensions s- 200 DIMENSION PLAN NOTES: GX0 o CD 8 q) o (j) CD q) o @ @)@ (0 360'-2" L REFER TO ARCl-tITECTURAL DRAWINGS FOR MASONR'( OPENINGS AND ALL D IMENS IONS NOT Sl-tOWN. I" 30' -0" 30' -0" 30' -0" 30' -0" 30'-0" 30' -0" 30' -0" 30' -0" 30'-0" 30' -0" 30' -0" 2'21'-6" l" 3'-2" C !:> CB!:> l...;...-i C !:> CB!:> o CD . (4) II!:> AT EAC\-I END OF OPENINGS LARGER Tl-iAN 14'-0" (T1P. AT NON-BRG. MASONR1) UND. I ;.;.;.;."'.:.;.;.;..:....;.. ..:.J.._-...L;:;;-~'~'~~-~-~--~"';';";'~~';:"':'::-~~-T t I ,I II!) Ill) '( 0 I CBS II .....--r-....... -,- -7 -.~ - - - -,'- -. _-,-..1. I- ~ () , REFER TO ARCl-t. REFLECTED CEILING PLANS AND ELECT. PLANS FOR RECESSED FIXTURE REQUIREMENTS AT BOTTOM OF SLAB (T'(PJ 2 112" TOP STEP AT T1PICAL CONDITION. VERIFl ALL OT\-IER STEP LOCATIONS w/ ARC \-I. l>< - -'--I ~ 0?2. ",/ /" /" /" "Y ( I "t 1 ll)1 01 L. ;..L. r,L.; I 2. REFER TO ARCl-tITECTURALlPLUMBING DRAWINGS FOR FIXTURE/DRAIN LOCATIONS AND REQUIREMENTS. 3. REFER TO Sl-tEET S-~00 FOR CONCRETE COLUMN SCl-tEDULE. REFER TO Sl-tEETS S-501 Tj-jRU S-506 FOR Sl-tEARWALL DETAILS. 4. REFER TO Sl-tEET S-~00 FOR STRUCTURAL NOTES. lL X Ul STEP VARIES STEP vARIES I @ 5. REFER TO DESIGN WIND CRITERIA AND GLAZING NOTE ON Sj-jEET S-100 FOR EXTERIOR GLAZING INFORMATION. o e CONTRACTOR NOTE: ~ (4) II!:> (4) lIE> (4) lIE> . PRE-ENGINEERED I MET AL PAN STAIRS AND LAND INGS (100 PSF LIVE LOACV SW . . ~ ~ . I I I I I I I I I I j~ 'i~ ! i! S\-IEARWALL BELOW I I I I I I I I I I I I I I I I I I I I I I III I I , . . . . '~ , I ~ I I I I r I!) I !OI 01 I I I I I WALL LEGEND NON-BEARING MASONR'( i' I LOAD-BEARING MASONR'( , I (8" OR 12" C.M.U.J CONCRETE Sl-tEARWALL SW (8",12" OR 14" NOM) NOTES: L REFER TO PLAN FOR MASONR'( REINFORCEMENT. 2. REFER TO PLAN AND Sj-jEETS S-501 Tj-jRU S-506 FOR CONCRETE Sl-tEARWALL REINFORCEMENT AND DETAILS. "3 (j) I~ I . . i C\-IASE OPENING. ! r REFER TO 8/S42 (T1F.) I~ ~ . " . I ~ ~, I ~ '" I r I I I I I I!) I [{11 01 I I I I ~ ~,~_.J " . . i I8l8' . . .-~\\\~ ~\ '-' ~i~ '~ I ~ I STEP vARIES " ~I ~i N ::::, m (3) II!:> AT CORNERS (T1P_ AT NON - BRG. MAS) UND. ~ 115 VERT. IN FULL 1 GROUTED CELL AT 32" O.C. MAX. AND AT WAL.:.L INTERSECTIONS AND SIDES OF OPENINGS'(T1P. AT NON-BRG. MAS) UN.O. I I ~ , LIVE LOAD DESIGN LOADS AREA SUPERIMPOSED LiVE LOAD: RESIDENCE 40 PSF (U.N.o. ON PLAN) BALCON'( 60 PSF ENTR,( /CORRIDOR 80 PSF LOBB'( /STORAGE 100 PSF ELEC./MECl-t. NOTES: L REFER TO Sj-jEET S-~00 FOR ADDITIONAL INFORMATION. REFER TO PLAN FOR BALCON'( AND ENTR'( /CORRIDOR LOCATIONS. STEP vARIES ~-NO 5TeF = SW "3 (j) STEF VARIES ~(3) lIE> I . . . . r=' .d I (3)..*!:>~ I, UP ON (0 = ~ = = "3 (j) N , N '" ::::, (() , !D / STEF VARIES----./ ~ = = -~.= = I I = Lf) 6 3/4" T\-IICK SLAB @ DOTTED \-IATC\-I INDicATES 2 1/2" STEF-DOWN AT BOTTOM/SLAB. REFER TO S\-IEET 5-800 FOR T1FICAL DETAILS. 2ND FLOOR DIMENSION PLAN (RESIDENTIAL LEVEL 1) (2) ~ AT EAC\-I END OF OFENINGS LARGER T\-IAN 4'-2" (T1P. AT NON-BRG. MASONR1) UND. S 8x18.4 PRE -ENGINEERED MET AL PAN STAIRS AND LANDINGS (100 FSF LIVE LOAD) SW STEF TOF/SLAB 2 1/2" AT BALCONIES U.N.O. SLOFE TOP/SLAB TO A MIN. EDGE T\-IICK.NESS Of l" UND. REFER TO Sl-iEET S-800 (STEP AT EXTERIOR FACE OF MASONRl AT WALLS, INTERIOR FACE OF MASONRY AT SLIDING DOOR OFENINGS). 16' . 32' SCALf: 1/16" = 1'-0" STEP 3/4" AND SLOPE SLAB 1/8"IFT_ AT ENTRl CORRIDOR TO A MIN. EDGE T\-IICK.NESS OF 6". COORDINATE STEP LOCATIONS, SLOFE DIRECTIONS, AND RIDGEIVALLEY/CRICKET LINES wi ARC\-IITECTURAL DI.lX:::'S. P.T. SPECIALTY ENG. NOTE: 1. NON-BEARING MASONR'( WEIGj-jT: (DEAD LOAD) 500 PLF AT EXTERIOR SLAB EDGE 600 PLF AT INTERIOR 2. Sl-tEARj-jEAD OR Sl-tEAR STUDS REQUIRED Wj-jERE INDICATED ON PLAN. "',k ';'" >:::.<~ .~ ." "'c~ / 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ MOHAN ENGINEERING, INC. n Con~UI~ing ~tru~l~ural E,ngineers ,<:z..~$i d (;~Qc~ )>. .,. ('-4 ~,,\S> <: ~ }~ M' BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10.2005 Revisions: 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A PROJECT NO. 03540 V \ I \d'" 'Ii. '~ -2eO """\~" :t:", i.! I (. ..^'*-5)/~<"J<M~ <<;1L) . ."'7;"~..n.t:~/f67';?1<:#f ~;:;;:C;~~;Kf;?6f I I I I I, @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION /oS AND "ARCHITECTURAL WORt"" UNDER SECTION 102 OF THE COPYRIGHT ACT. \ 7usa. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlON ACT OF 1990THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, >,. 2ND FLOOR FRAMING PLAN NOTES: 1. SLAB TO BE 5" 2-WA"Y POST - TENSIONED 6,(2)00 P.S.I CONCRETE UND. 2. TOP OF 2ND FLOOR SLAB = 11'-4" UN.O 3. DESIGN LOADS = SEE PLAN AND STRUCTURAL NOTES. 4. 13T INDICATES BANDING TENDON. UT INDICATES UNIFORM TENDON. 5. POST - TENSION NET EFFECTIvE FORCES TI-IROUGI-I TENDONS ARE SI-IOWN ON PLAN. 6. ANCI-IOR ALL TENDONS AT SLAB CENTER OF GRAvIT"Y. 1. DO NOT CORE DRILL OR EXPANSION BOLT INTO SLA13 WITI-IOUT FIRST LOCATING ALL TENDONS IN TI-IE AREA. 3/4" MAXIMUM PENETRATION OF EXPANSION ANCI-IORS INTO SLAB. 8. REFER TO SI-IEET S-500 FOR CONCRETE COLUMN AND CONCRETE BEAM SCI-IEDULES. REFER TO SI-IEETS S-5(2)1 TI-IRU S-5(2)6 FOR SI-IEARWALL DETAILS. 5. REFER TO SI-IEET S-l(2)(2) FOR T"YP. POST - TENSION DETAILS. 1(2). REFER TO SI-IEET S-5(2)(2) FOR STRUCTURAL NOTES. 11. REFER TO ARCI-IITECTURAL DRAWINGS FOR SLAB DIMENSIONS AND ALL OPENINGS. 12. REFER TO MECI-IANICAL DRAWINGS FOR MECI-IANICAL EQUIPMENT AND OPENING LOCATIONS AND iNFORMATION. 13. EXTERIOR NON-LOAD BEARING MASONR"Y WALLS TO I-IAvE *'5 vERT. AT 48" OC. MAX., AT EACI-I SIDE OF OPENINGS AND AT ALL WALL INTERSECTIONS UNO. REFER TO I/S-8(2)(2) AND 2/S-80(2) REFER TO ARC,I-IITECTURAL FOR EXTENT OF MASONRY. PROVIDE PRECAST LINTELS OvER OPENINGS WITI-I KNOCK-OUTS AT ENDS TO PERMIT PASSAGE OF vERTICAL BARS. INSTALL MASONR"Y CONTROL JOINTS (MD.J) AT 32'-(2)" OC. MAXIMUM AND WI-IERE INDICATED. COORDINATE w/ ARCI-IITECT. REFER TO 3/S-6(2)(2) FOR MASONR"Y CONTROL JOINT DETAIL 14. COORDINATE SELECTED BALCON"Y RAILING ANCI-IORAGE WITI-I POST-TENSIONING AND MILD REiNFORCING. 15. SEE DETAIL 15/S-10(2) FOR CONCRETE STRENGTI-I, COATING, AND ADDITIONAL REQUIREMENTS FOR BALCON"Y SLAB AREAS. 16. REFER TO POST-TENSION SI-IOP DRAWINGS FOR ANY ADDiTIONAL REBAR OR SI-IEARI-IEADS REQUIRED. 1l. REFER TO DESIGN WIND CRITERIA AND GLAZING NOTE ON SI-IEET S-1(2)(2) FOR EXTERIOR GLAZING INFORMATION. E o m N o 5LAB RE INFORCEMENT 5C~EDULE MARK RE INFORCEMENT 0 (26) "'5T x 14'-(2)" @ (23) "'5T x 14' -0" @ (2(2)) "'5T x 14'-0" @ (11) "'5T x 14'-(2)" @ (13) "'5T x 14'-(2)" 0 (11) "'5T x 14'-(2)" @ (5) "'5T x 14'-(2)" 0 (1) "'5T X 14'-(2)" (0 (5) "'5T x 14'-(2)" 0) (8) "'5T x 1(2)'-0" @ (11) "'5T x 8'-(2)" <D (8) "'5T x 8'-0" @ (1) "'5T X 8'-(2)" 8) (1) "'5T X 5'-(2)" @ "'5B X 3(2)'-0" AT 1(2)" oc. 0 "'5B X 2(2)'-(2)" AT 8" OC. @ "'5B X 20'-(2)" AT 1(2)" oc. 0 "'5B X 20'-(2)" AT 14" oc. 0 "'5B X 20'-(2)" AT 18" OC. @ "'5B X 16'-(2)" AT 24" OC. 12) "'5B X 1(2)'-(2)" AT 16" OD. @ "'5B x 1(2)'-0" AT 48" OC. @ "'5T X 10'-(2)" AT 12" oc. 0 "'5T X 4'-(2)" AT 12" oc. 0 "'5T X 4'-(2)" AT 16" OC. cn o o N ~ ('oJ A o :2 = ;< " N "'" " o I N "- o o 4= I o N (f) /' ('oJ "'" u <r: I en N o I en o o N --::: u ~ (f) /' o <r: u /' Q) = o en en o el- ~ o 3: u c ~ /' X S > < 2 el- I Q) > u <r: /' :2 0B 0 CD --f~l--------_---n---_----- +--------. --------------------+----------------- I-jATCI-j INDICATES EXTENT OF 8" (MIN) FOURED-IN-FLACE CONCRETE SLAB. SLOFE TOF/SLAB TO DRAIN. SEE FLAN FOR REINF. i , I I" ~; 30'-0" I --~-~--------------1-- I[ II " Ii .; ~ 30'-0" 30'-0" -4 TOF x 5'-0" AT 16" O.c. TYF. AT SLAB EDGES. -- ~~, : I " I' Ii o i/ .; 30'-0" ~ I 1/ ':1'-10" I , l I I @ I , ----------'1 II L t- --' ~ IllII -S TOF x 10'-0" AT 6" O.C. .,. ~) _'i="-'~--"-'---=--'l__ -S BOTT. AT 6" O.C. SW. -S AT 16" o.C. LW. TEMF .. SI-jRINK. 1llI: IllI ~ ~- -~~ . '" 0- ~ ~ ; Ii Ii II I' : I I" Ii I: I, II II II / 1,1/ ~~ .__n_. _ __ I \-@ I I I I I8IllI _____.n_ _n___ .~ co =- , !!\ 0- -f ~ I I I I I - t---t- I I I n--------.:--=-4 I cp 20'-2" ~ ~ I I - ------ -- ---t- I I I I I --. __.n --t- -- I ill~ I I __ _ ._n WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2OO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECCMB<R. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS t~OT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. ~ MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL CO.A. ~h 7i!QP, (;eorcJe i. Mohon H p.r.. f'-J 4(-j[j() 13630 58th Street North, Suite 107 - C1emwoter, Phone (727) 5.3::)--9771- I-ox (721) 360'-2" ~ cp T-~~-~------------t-- I I ! 30'-0" I 30'-0" ---7'f----------------------------,(---.-.nn-- -.----.. - -...-.------. ---------------.---. -,(--- --- ----- I I-jATCI-j INDICATES EXTENJ OF ------ I 10" (MIN) FOURED-IN-PLACE CONCRETE SLAB. SLOFEI TOF/SLAB TO DRAIN. SEE FLAN FO~ REINF. I o 30'-0" @- + . ~ I I , I~ I~ I I I I I IllII IllII I I i I . I -II . ~ I 181' I II -------1 ... ... J.8.:---- 2ND FLOOR REINFORCING PLAN (RESIDENTIAL LEVEL 1) . 32' SCALE. 1/16" " l' 16' li 5~EAR~EAD DETAIL 5l-tl ~' ,-- It -[ t, f \....' . - ..:..- ...:: ..... r:, ,. .... .)./. '.. ", ? .. ."., J'~/"""'.-J' v, " .0"- "JI''''' 'r -< l"V' f -! .. " . ) ..'-/ ; ,1..,~., PROJECT NO. 03540 (10) u_ -."-- ------~X I l'5 BOTT_ AT 6" O.c. S.W. -S AT 16" o.C. L.W. 11 TEMF" SI-jRINK_ 11.7 14 30-0' 22'-1" 3'-2" ~,,_' ---i. ____~ ~.~-.;. .Jo,. }"""., -S TOF x 5'-6" AT 12" O.c. TYF. AT /- SLAB EDGES. ~ o ., II X w I rl @ I~ I I n___~___ i t------ I I I I I II II II~ l'5 BOTT. AT 6" O.C. S.W. l'5 AT 16" O.C. L.W. 181 I TEMF .. SI-jRiNK. .-.- . t ... ----+-+-.. -=---- I~ I I I 1I5 TOF X 5'-6" AT 12" o.C. TYF. AT SLAB EDGES. IllII ! I I ! i- I IllII I , I - ------.-~=-. - =-- ~ - i I : 1 1 , J il I-jATCI-j INDICATES EXTENT OF 10" (MIN) FOURED-iN-FLACE CONCRETE SLAB. SLOFE TOF/SLAB TO DRAIN. SEE FLAN FOR REiNF. REFER TO 51-1EET 5-3lZ)2 FOR TYPICAL 5LAB REINF. EXCEPT Wl-IERE NOTED OTl-IERWI5E Tl-II5 51-1EET. -.----.-------- DC ~ ~ 5~EAR~EAD DETAIL 5~2 5~EAR~EAD DETAIL 5~3 T"YPICAL AT SLAB EDGE UND. 14.51 <: tQ :=3Z: --1:=3 0",: l)(l 1-1- <rt Z <r . llQ Q)Z ,::] 0" rlL 1-1- <rt ~ BANDED TENDON DIRECTION TYPICAL TENDO UNIFORM TENDON DIRECTION BPRC Submital: Date Plotted: May 24, 2005 Date Issued: January 10, 2005 Revisions: ~ Addendum #2 February 14, 2005 (GENERAL REVISIONS) S-201 . .' ';I:.~~,..,(-::'ff;-~. -~. ., S,,~. S. NNU,jC '.~ ",,,. I _l. . \.,..., ). CL!!,...;..---c..-.,,- 100% Construction Documents 2nd Fir. Reinforcing 2ND FLOOR FRAMING PLAN NOTES: 1. SLAB TO BE ~" 2-WAY POST-TENSIONED CONCRETE UND. 2. TOP OF 2ND FLOOR SLAB = 11'-4" UND. 3. DESIGN LOADS = SEE PLAN AND STRUCTURAL NOTES. 4. BT INDICATES BANDING TENDON. UT INDICATES UNIFORM TENDON. 5. POST - TENSION NET EFFECTivE FORCES n-lROUG~ TENDONS ARE S~OWN ON PLAN. 0. ANC~OR ALL TENDONS AT SLA13 CENTER OF GRAviTY. 1. DO NOT CORE DRILL OR EXPANSION BOLT INTO SLAB WITHOUT FIRST LOCATING ALL TENDONS IN T~E AREA. 3/4" MAXIMUM PENETRATION OF EXPANSION ANC~ORS INTO SLAB. 8. REFER TO SHEET S-500 FOR CONCRETE COLUMN AND CONCRETE 13EAM SCHEDULES. REFER TO SHEETS S-501 T~RU S-500 FOR SHEARWALL DETAILS. ~. REFER TO SHEET S-100 FOR TYP. POST - TENSION DETAILS. 10. REFER TO SHEET S-'300 FOR STRUCTURAL NOTES. 11. REFER TO ARC~ITECTURAL DRAWINGS FOR SLA13 DIMENSIONS AND ALL OPENINGS. 12. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL EQUIPMENT AND OPENING LOCATIONS AND INFORMATION. 13. EXTERIOR NON-LOAD BEARING MASONRY WALLS TO HAvE lI5 VERT. AT 48" D.C. MAX., AT EACH SIDE OF OPENINGS AND AT ALL WALL INTERSECTIONS UND. REFER TO I/S-800 AND 2/S-800 REFER TO ARCHITECTURAL FOR EXTENT OF MASONRY. PROviDE PRECAST LINTELS OVER OPENINGS WITH KNOCK-OUTS AT ENDS TO PERMIT PASSAGE OF VERTICAL BARS. INSTALL MASONRY CONTROL JOINTS (M.C.J) AT 32'-@" D.C. MAXIMUM AND WHERE INDICATED. COORDINATE w/ ARCHITECT. REFER TO 3/S-00@ FOR MASONRY CONTROL JOINT DETAIL. 14. COORDINATE SELECTED BALCONY RAILING ANCHORAGE WITH POST-TENSIONING AND MILD REINFORCING. 15. SEE DETAIL 15/5-100 FOR CONCRETE STRENGTH, COATING, AND ADDITIONAL REQUIREMENTS FOR BALCONY SLAB AREAS. 10. REFER TO POST - TENSION SHOP DRAWINGS FOR ANY ADDITIONAL REBAR OR SHEARHEADS REQUIRED. 11. REFER TO DESIGN WIND CRITERIA AND GLAZING NOTE ON SHEET S-100 FOR EXTERIOR GLAZING INFORMATION. SLAB RE INFORCEMENT SCf-lEDULE MARK RE INFORCEMENT 0 (10) lI5T x 12'-0" @ (14) lI5T x 14'-0" @ (14) lI5T x 12'-0" @ (10) lI5T x 10'-0" 0 (12) lI5T x 10'-0" 0 (10) lI5T x 8'-0" @ ~4T X 0'-0" AT 24" D.C. 0 ~4T X 4'-0" AT 24" D.C. 0 (2) 1I5 x 12'-0" TOP 4 BOTT. @ (2) 1I5 x 8'-0" TOP 4 BOTT. (0 .4B AT 12" D.C. TEMP. @ lI5T x 4'-0" AT 24" D.C. 0 (10) lI5T x 15'-0" 0 .413 AT 12" O.C. EACH WAY @ (6) lI5T x 8'-0" @ ~4B X 15'-0" AT 16" D.C. 0 (8) *'5T x 8' -0" (2) lI5T X 20'-0" AT 12" D.C. 0 .4T X 12'-0" AT 24" D.C. 0 lO5T X 12'-0" AT 12" D.C. @ .4T X 8'-0" AT 12" O.C. GB CD o I" 3'" -"" 3"'-"" 3"'-"" ~ATC~ iNDICATES EXTENT OF 6" (MIN) POURED-IN-PLACE CONCRETE SLAB. SLOPE TOP/SLAB TO DRAiN. SEE PLAN FOR REINF. -4 TOP x ~'-"" AT 110" O.C. T'T"P. AT SLAB EDGES. I IllIllI . . 405 TOP x 1"'-"" AT 10" O.C. 111;11111 Ilill Ilil 405 BOTT. AT 10" O.C. S.W. 405 AT 110" O.C. L.W. TEMP 4 S\-tRINK. --s i . ~~\\~ m " CD CD o . . I ~~ 310,,'-2" 3'" -"" 0) cp (0 10 405 BOTT. AT 6" o.C. S.W. f::\ 115 AT 110" o.C. L-W. o TEMP 4 S\-tRINK. @ 90) 0 3'" -"" 3'" -,," 3"'-"" 3"'-"" 2'21' -10" 3"'-"" 3"'-"" I'!:> TOP x 5'-10" AT 12" o.C. T'T"P. AT t- SLAB EDGES. ~ o , ....L;:,'.=~~=':~'=_~~';.;.;..;.:..;.;:;:;.,...;.;..;.:.-:...,.;.;.; ':";';";'.;..L.__..L.:."";';';';<;';':":'';';';';'':';';':';'';;'';'';'-''';';'';':';''';'''; =";;:;:;:;/'~<'=:<:,;;:;,;;~"';2L__...L;;~';~'S'~'~<2' \-tATC~ INDiCATES EXTENT OF liZ''' (MIN) POURED-IN-PLACE CONCRETE SLAB. SLOPE TOP/SLAB TO DRAIN. SEE PLAN FOR RE INF. I " ':1 I I I I 11 I I I I I I I I I I I I I I I I I 1 I I II I I I I I II I I . . . 0-: X ill L Ilil . I8P' . . I , I r-L @ I'!:> TOP x 5'-10" AT 12" OD. T'T"P. AT SLAB EDGES. . . " ~ ~ I~ ~ I'!:> BOTT. AT 10" o.C_ S.W. I'!:> AT 110" OD. LW. Ilil TEMP 4 S~RINK. . . Ilil Ilil I Ilill " ~ I I~ 1----- Ilil I Ilill CD . . . . . 0) '" N I Q ;:::, "" 0 ~ I ill (0 l WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2OO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION;':; AND "ARCHITECTURAL WORK"' UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTEcnON ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 2ND FLOOR REINFORCING PLAN (RESIDENTIAL LEVEL 1) Pl- . 0' 4' SCALE: 1/16" = 1'-0" 16' . 32' 51-\EARt-IEAP PET AIL 51-\1 """e$idE~h" .,,~ . ~., ~(> ~.%~ ~ ~ .~ 'f"!> ~ MOHAN ENGINEERING, INC. n ,consulting s~:uc~ural Engineers "'-. 1,1 '1, II , ' III' '.' . (~;;i~'~;/'/"~~ <<~j2)""'") '.,w'97")~~#$,1(t:r<I<~.pr:<6 it...'.:?c:r~k$<~f;:.e PROJECT NO. 03540 @ '" , ill ~ATCH INDICATE5 EXTENT OF I"" (MiN) POURED-iN-PLACE CONCRETE SLAB. SLOPE TOP/SLAB TO DRAIN. SEE PLAN FOR REINF. REFER TO SHEET 5-302 FOR T'YFICAL SLAB REINF. ~ ~ 5t-1EARI-\EAP PET AIL 5t-12 __St-lEARt-IEAP PET A I L St-l3 " ,-- .,... rr .......--.- , ~ '.' .~. "t'.1"*- h n,', I"r" I.'...., 3 : :: :)~,L, t.: I. 1\"1 ,i ' " j ''''__'-'.' I.. , Llft_:..'l..,.t ..".. ~ "'I(~~~-~,;".:,:.I :; .\ . I. ' "j . :: 11 '. :l ~ TYPICAL AT SLAB EDGE UN.O. \,,' z z ' <r ' r:Q (LQ ::l:Z; ill Z ---1 ::l I::::J 0, 0,,- l)(L rlL I--- >-- I--- >-- <rt <rt 14.51..: "f"'" ....SE.E T,....Y PICAL DETAILS ON "'" S-101 FOR PLACEMENT "AT COLUMNS. " A T COLUMN/BANDED ~ LINES (TyP) UND.. >- AT MID-SPAN (TY"F.) U.N.O. ~'. "'\.,l, INDICATES DEPTH FR~~ BOTTOM OF SLAB TO CENTROID OF CABLE (TyP. ~ BANDED TENDON DIRECTION UNIFORM TENDON DIRECTION TYPICAL TENDON DRAPES BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10.2005 Revisions: einforcing .~ 2'Cn DIMENSION PLAN NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR MASONRY OPENINGS AND ALL D IMENS IONS NOT SHOWN. 2. REFER TO ARCHITECTURAL/PLUMBING DRAWINGS FOR FIXTURE/DRAIN LOCATIONS AND REQUIREMENTS. 3. REFER TO SHEET S-500 FOR CONCRETE COLUMN SCHEDULE. REFER TO SHEETS S-501 THRU S-506 FOR SHEARWALL DETAILS. 4. REFER TO SHEET S-g00 FOR STRUCTURAL NOTES. 5. REFER TO DESIGN WIND CRITERIA AND GLAZING NOTE ON SHEET S-100 FOR EXTERIOR GLAZING INFORMATION. 0~ @-- REFER TO PARTIAL 3RD FLOOR DIMENSION PLAN THIS SHEET 0- -- CANTILEvERED SLAB = '" ::, r In , ({) ~ ~ '" 0--- - PARTIAL 3RD FLOOR DIMENSION PLAN SCALf: 1/16" = 1'-0" . 32' Pl- . 0' 4' ~". /~ N 0- ~ ~ 16' (0 CONTRACTOR NOTE: REFER TO ARCH. REFLECTED CEILING PLANS AND ELECT. PLANS FOR RECESSED FIXTURE REQUIREMENTS AT BOTTOM OF SLAB CTYP.J. WALL LEGEND ~ NON-BEARING MASONRY 11111111111111111 LOAD-BEARING MASONRY (8" OR 12" C.M.U) CONCRETE SHEARWALL SW (8", 12" OR 14" NOM) NOTES: 1. REFER TO PLAN FOR MASONRY RE INFORCEMENT. 2. REFER TO PLAN AND SHEETS S-501 THRU S-506 FOR CONCRETE SHEARWALL REINFORCEMENT AND DETAILS. E o CJ n C:i LIVE LOAD DESIGN LOADS AREA SUPERIMPOSED LIvE LOAD: RESIDENCE 40 PSF (UN.a. ON PLAN) E3ALCONY 60 PSF ENTRY /CORRIDOR 80 PSF NOTES: 1. REFER TO SHEET S-g00 FOR ADDITIONAL INFORMATION. REFER TO PLAN FOR BALCONY AND ENTRY/CORRIDOR LOCATIONS. en CJ CJ ('oj P.T. SPECIALTY ENG. NOTE: "'"- ('oj A o :z 1. NON-BEARING MASONRY WEIGHT: (DEAD LOAD) 500 PLF AT EXTERIOR SLAB EDGE 600 PLF AT INTERIOR ry 'i: -0 ('oj - -0 o I en I n (J) o o - I CJ CJ n VJ / ('oj - -0 <( I en ('oj CJ 1 en CJ o ('oj ~ u -b VJ / co <( u / OJ ry o (J) (J) o CL -0 o 'i: -0 C 3 / x 5 > / 'e CL I OJ 2: u <( / :z 2. SHEARHEAD OR SHEAR STUDS REQUIRED WHERE INDICATED ON PLAN. Lf\ I In '" ~ , In '" '" ::, In =-- , !fl t81! i "5 VERT. IN FULL Y GROUT~D CELL AT 32" o.c. MAX. AND AT WALL INTERSECTIONS I AND SIDES OF OPENINGSi(TYP. AT NON-BRG. ---~~---t~-~:-~.) U~.o.. STEP I i (3):A~.,,~....= + .~.c.= I I q;B CD M----------1 - 4 i 30'-0" ~ rf . .' . ..... ... .n_ 4 I ~ I; , I Q) ~ C0 ! --I 19'1~" t I I I I I I / 1 30'-0" 30'-0" 30'-0" 20'-2" STEP VARIES 1--------.-------- - I I I J---- _n_ ""1 I -PRE-ENGINEERED I MET AL PAN STAIRS AND LAND INGS (100 PSF LIvE LOADI) SW -STEP : \VARIES I III I I I I I I 3 ll) r I 1811 1811 3 I I III ll) .- -r ~ 1 11II /\ STEP VARIES -_/ \ ~ 6 3/4" TI-IICK SLAB EDGE Tf-IIS LOCATION ONLY. -- STEP TOP/SLAB 2 1/2" AT BALCONIES UND. SLOPE TOP/SLAB TO A MIN. EDGE n-IICKNESS OF l" UN.o. REFER TO SI-IEET S-B00 (STEP AT EXTERIOR FACE OF MASONR"Y AT WALLS, INTERIOR FACE OF MASONRY AT SLIDING DOOR OPENINGS). 3 ll) l t I I I I -t I I nt I iill~ I I 0) CD 0 --.--~-----------l---------.---~-------.----.-- -------+---~---~ I i I I 30'-0" I 30'-0" i 30'-0" ------~1f---------~-------~--.-----.-----~--- I I 2 1/2" TOP STEP AT ! I TYPICAL CONDITION. I VERIF"Y ALL OTl--lER STEP LOCATIONS w/ ARCI-!. II I II I II I 10 360'-2" 2,::\'-6" 30'-0" I / 1 30'-0" 22 '-I" I I (4) "5 AT EACI-! ENDI OF OPijNINGS I LARGER TI-!AN 14'-0J (T"yP. iT NON-BRG. MASONR, I) UN.o. I I I I (4) "5 , I ----1---+-~----- i i: i i i~ . I I . , I -,- . I I I _ CI-!ASE OPENING. I '. ,// REFER TO B/S4.2 (TYF) 'V' '~ I I I 3 ll) I 1 I -----t - ---.! -T:TEPVA~E~- I~ I 1811 I ~ n -----t=--=-=- __=__ -----=-- __=__ __=_=_ I I ~ Cf\ 181 I~ I~ - S ~ , (3) "5 AT CORNERS (TYP. AT NON-BRG. MAS) UND. 1811 I 181: , Il<l STEP VARIES .. I . f2{.v':{~ ~-C".cCJ'ZiZ?RI - -.- 3 ll) '" , !fl 3RD-5TH FLOOR DIMENSION PLAN (RESIDENTIAL LEVELS 2-4) ~- (2) l'5 AT EACI-I END OF OPENINGS LARGER TI-IAN 4'-2" (TyP. AT NON-BRG. MASONRY) UND. S BxIB.4 PRE-ENGINEERED MET AL PAN STAIRS AND LANDINGS (100 PSF LIVE LOAD) DOTTED I-IATCI-I INDICATES 2 112" STEP-DOWN AT BOTTOM/SLAB. REFER TO SI-IEET S-B00 FOR TYPICAL DETAILS. SCALE 1/16" = 1'-0" - STEP 3/4" AND SLOPE SLAB I/B"/FT. AT A ENTRY CORRIDOR TO A MIN. EDGE W Tf-IICKNESS OF l liB". COORDINATE STEP LOCATIONS, SLOPE DIRECTIONS, AND RIDGEIVALLEY/CRICKET LINES w/ ARCI-!ITECTURAL Dl.lX:!'S. WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 16' . 32' \ \ .--^--~ -( svCS "-_,,..-,-;;,.[-.,~(. ~\f'r,~( I\' ! Nil 'J" t .... .- ...... I- "..H'I!',. \J...\- . '}f' , {.j r )' p, ....'\1 .jl. -.f", ';.., . ..t"L i-t n 1- ' ...[ ...~-- BPRC Submital: -~ ---- 03540 Date Plotted: May 24, 2005 100% Construction Date Issued: January 10, 2005 Documents Revisions: ~ Addendum #2 3-5th FIr. Dimension February 14, 2005 $-300 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1 785 5365 E Cty Hwy 3D-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ MOHAN ENGINEERING, INC. n Consulting . str.uc-..;~ral E~gin e er..s 1_ C,O/\. Ilu, OJ E, M oh (] n II F' i f\J I, fi h .. '" 'f'^ @ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND '.ARCHITECTURAL WORK.' UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERAl L FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS or THE DESIGN. ~)/, -"" ,./i-;", r I' /,.) ., , 4"'l~,--',~- .I' Suite 107 - Cteorwll 9771- ~- ox (72 PROJECT NO. 03540 DIMENSION PLAN NOTES: I. REFER TO ARCI-IITECTURAL DRAWINGS FOR MASONRY OPENINGS AND ALL DIMENSIONS NOT SI-IOUN. 2. REFER TO ARCI-IITECTURAL/PLUMBING DRAWINGS FOR FIXTURE/DRAIN LOCATIONS AND REQUIREMENTS. 3. REFER TO SI-IEET 5-5>00 FOR CONCRETE COLUMN SCI-IEDULE. REFER TO SI-IEETS S-5>01 TI-IRU S-5>06 FOR SI-IEARWALL DETAILS. 4. REFER TO SI-IEET 5-500 FOR STRUCTURAL NOTES. 5. REFER TO DESIGN WIND CRITERIA AND GLAZING NOTE ON SI-IEET 5-100 FOR EXTERIOR GLAZING INFORMATION. (0 G o REFER TO PARTIAL 3RD FLOOR DIMENSION PLAN TI-IIS SI-IEET CANTILEVERED SLAB PARTIAL 3RD FLOOR DIMENSION PLAN n- - 0' 4' 16' SCALf: 1/16" = 1'-0" . 32' CONTRACTOR NOTE: REFER TO A RCI-I. REFLECTED CEILING PLANS AND ELECT. PLANS FOR RECESSED FIXTURE REQUIREMENTS AT BOTTOM OF SLAB (Typ). WALL LEGEND NON-BEARING MASONRY I' Ii I Ii III LOAD-BEARING MASONRY (8" OR 12" C.M.U) CONCRETE SI-IEARWALL SW (8", 12" OR 14" NOM) NOTES: I. REFER TO PLAN FOR MASONRY REINFORCEMENT. 2. REFER TO PLAN AND SI-IEETS S-501 TI-IRU S-506 FOR CONCRETE SI-IEARWALL REINFORCEMENT AND DETAILS. LiVE LOAD DESIGN LOADS AREA SUPERIMPOSED LivE LOAD: RESIDENCE 40 PSF (UN.o. ON PLAN) BALCONY 60 PSF ENTRY /CORRIDOR 130 PSF NOTES: I. REFER TO SI-IEET S-500 FOR ADDITIONAL INFORMATION. REFER TO PLAN FOR BALCONY AND ENTRY/CORRIDOR LOCATIONS. ,,( ,J(' . ,/> .A!'- p:"'/ P.T. SPECIAL TY ENG. NOTE: I. NON-BEARING MASONRY WEIGI-IT: (DEAD LOAD) 500 FLF AT EXTERIOR SLAB EDGE 600 PLF AT INTERIOR 2. SI-IEARI-IEAD OR SI-IEAR STUDS REQUIRED WI-IERE INDICATED ON PLAN. CD '"" ~ r- , ~ ~ CD CD CD <<) ... , ~ '" Ii) , !!:l 0 " 80 CD 3",cZl'-2" CD 0) I I o 800 0) o 0) 3cZl'-0" 30'-0" 30'-cZl" 2':1'-6" 1" 3'-2" 2 I" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 2 1/2" TOF STEF AT T'rFICAL CONDITION VERIF'r ALL OTI-lER STEP LOCATIONS w/ ARCI-l_ (4) ~ AT EACI-l END OF OPENINGS LARGER TI-lAN 14'-0" n'rp. AT NON-eRG. MASONR'rJ UNO STEP vARIES ------~-------------- tf\ , IllI8I STEP I 'VARIES I I I I PRE -ENGINEERED MET AL PAN 5T AIR5 AND LAND INGS (100 FSF LIVE LOAD) 5W 1 (4) 1I5 . I 1 , . , (3) IS AT CORNERS (T'rF. AT NON-BRG. MA5) UNO. 1811 ~ VERT. IN FULL'r GROUT$D CELL AT 32" O.C. MAX. AND AT WALL INTERSECTIONS AND SIDE5 OF OPENING5In'rp. AT NON-BRG. MAS) UNO. WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ MOHAN ENGINEERING, INC. n Consulting Structural Engi~eerS Ii) '"" . . . (4) 1I5 (4) 1I5 3 If) ~ . . . CD ~ Ii) I C/j N 181 181 3 1 III If) . . . . . I I8Jla III 1 ~.~ ~ 3 If) 181 ~ , Ii) '"" IllI8I . i . ,- * III / STEP VARIE5----./ q = = o . . 3 5W STEP TOP/SLAB 2 1/2" AT BALCONIES UN.o. SLOPE TOP/SLAB TO A MIN. EDGE TI-lICKNESS OF 1" UN.o. REFER TO SI-lEET S-000 (STEP AT EXTERIOR FACE OF MASONR'r AT WALLS, INTERIOR FACE OF MASONR'r AT SLIDING DOOR OFENINGS). S 8x18.4 CI-lASE OPENING. ~ REFER TO 8/S4.2 (T'rP~ STEP VARIES ~ ~ 181 181 Q I Q <<) N ~ 181 r=' 5TEP VARIES lP-NO .rEF SW = = = . ~ i , . . @ '"" I !!:l @ cd (3) 1I5~ -& ~-~~--0 STEP 3/4" AND SLOFE SLAB 1/8"IFT. AT ENTR'r CORRIDOR TO A MIN. EDGE TI-lICI<NESS OF 6". COORDINATE STEP LOCATIONS, SLOFE DIRECTIONS, AND RIDGEIVALLE'r/CRICKET LINES w/ ARCI-lITECTURAL DWG'S. 3 If) ~ = = = = 3RD-5TH FLOOR DIMENSION PLAN (RESIDENTIAL LEVELS 2-4) (2) -:; AT EACI-l END OF OFENINGS LARGER TI-lAN 4'-2" n'rF. AT NON-BRG. MASONR'r) UN.o. S 8x16.4 PRE -ENGINEERED MET AL PAN STAIRS AND LANDINGS (100 FSF LIVE LOAD) DOTTED I-lATCI-l INDICATES 2 1/2" STEF-DOWN AT BOTTOM/SLAB REFER TO 51-lEET 5-600 FOR T'rPICAL DET AILS_ SCALf: 1/16" = 1'-0" . 32' 16' .~ . i. @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK'. UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. ^,t...ct+i d('.t1.., ~ <>#01 q;, "'. $ ..::: , h '.f'I!' BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10, 2005 Revisions: -300 ( :Jl,,;J': -' <<~;,;;~)') '.:''j,:)^~~;~':i'ff<ct<7,Y:?f ;(:::7 f':r:(';!k:iK4':?>6~ L \ I \\\J~ PROJECT NO. 03540 DIMENSION PLAN NOTES: 1. REFER TO ARCI-1ITECTURAL DRAWING:S FOR MASONRl OPENINGS AND ALL DIMENSIONS NOT SI-10WN. 2. REFER TO ARCI-1ITECTURALlPLUMBING DRAWINGS FOR FIXTURE/DRAIN LOCATIONS AND REQUIREMENTS. 3. REFER TO SI-1EET S-5100 FOR CONCRETE COLUMN SCI-1EDULE. REFER TO SHEETS S-5101 THRU S-:;06 FOR SHEARWALL DETAILS. 4. REFER TO SHEET S-~00 FOR STRUCTURAL NOTES. 51. REFER TO DESIGN WIND CRITERIA AND GLAZING NOTE ON SHEET S-100 FOR EXTERIOR GLAZING INFORMATION. 0- @-- CONTRACTOR NOTE: REFER TO ARCH. REFLECTED CEILING PLANS AND ELECT. PLANS FOR RECESSED FIXTURE REQUIREMENTS AT BOTTOM OF SLAB (T1PJ. 0--- WALL LEGEND ~ NON-BEARING: MASONRl III [II [1111111111 LOAD-BEARING: MASONRl (8" OR 12" C.M.U) CONCRETE SHEARWALL SW (8", 12" OR 14" NOM) NOTES: 1. REFER TO PLAN FOR MASONRl REINFORCEMENT. 2. REFER TO PLAN AND SHEETS S-:;01 THRU S-:;06 FOR CONCRETE SHEARWALL REINFORCEMENT AND DETAILS. 0-- 11) I l:k) N = N ::::, !i) r I I !i) ~ ~ N ~ I l:k) N - N ::::, =-- LIVE LOAD DESIGN LOADS AREA SUPERIMPOSED LIvE LOAD, RESIDENCE 40 PSF (UND. ON PLAN) BALCONl 60 PSF ENTR1/CORRIDOR 80 PSF NOTES: 1. REFER TO SHEET S-~00 FOR ADDITIONAL INFORMATION. REFER TO PLAN FOR BALCONl AND ENTR1/CORRIDOR LOCATIONS. F.T. SFECIAL TY ENG. NOTE: I. NON-BEARING MASONRl WEIGHT, (DEAD LOAD) :;00 PLF AT EXTERIOR SLAB EDGE 600 PLF AT INTERIOR 2. SHEARHEAD OR SHEAR STUDS REQUIRED WHERE INDICATED ON PLAN. E o o n o en o o r--.J .q-' r--.J '" o L 0' " v N = v o I 'E' o o = 1 o n (/) /' ('oJ = u <t: I en c:::i o 1 en o o r--.J -::: u b (/) /' co <t: u /' Q) 0' o Ul Ul o 0- u <5 " v c 3' /' x 5: > /' 'e 0- 1 Q) ~ u <t: /' L !!:! :.. 00 0) ~_,_____..__.._._u__._._n__J i I i I . ! r...f-:--"----~~~-'2"--------~--- .---32- I ! 30'-0" ----------1 ~ I 0 ~ cp -\ 30'-0" ~ '3'-10" 1 20'-2" ~ , - .~....- '1 360'-2" cP - --------+-.-------------.----.-.-. I 30'-001 I" '1 I -L.-- 2 112" TOP STEP AT I TYPICAL C:ONDITION '/ERIF'( ALL OH--IER S E:P LOr:.\ IONS UJ/ 30'-0" 30'-0" ~ , STEP VARIES-\ , . -:=' r(I);O:; EA. FACE \-<4 l ~"CCI,". /' ' I / CCI0\ ARCH. -T 1 -PRE-ENGINEERED METAL PAN STAIRS AND LAND INGS (100 PSF LivE LOAD,) SW I I --t- I I I I I - --- --t mf I , -* -,-:=---_:~- -t- I \ i I + -.i: I I ~I~ I \~ :3 (j) :3 (j) .. ,- -~- I IlIl I::sJlll - (3) "5 AT CORNERS I (TYP. AT NON-BRG. MAS), I UND. 1<11 -1- "5 VERT. IN FULLY GROUT*D CELL AT 32" o.C. MAX. AND AT WAJ.:.L INTERSECTIONS I AND SIDES OF OPENINGS I (T'(P. AT NON-BRG. ~_-c=~.-C-:AS) U><~-c_. ..~~ STEP I v~~=-===_ I I . ~~=-~C / / STEP VARIES---../ I ..~ - I -- ~.': .]'iSZij<,'jF':c~ 'ESi2zL ffi 6 3/4" THICK SLAB EDGE mls LOCATION ONLY. t-~-(l) "5 EA. FACE ~ L_ STEP TOP/SLAB 2 1/2" AT BALCONIES UND. SLOPE TOP/SLAB TO A MIN. EDGE THICKNESS OF l" UNO, REFER TO SHEET S-800 (STEP AT EXTERIOR FACE OF MASONRY AT WALLS, INTERIOR FACE OF MASONRY AT SLIDING DOOR OPENINGS). SW 6TH FLOOR DIMENSION PLAN (RESIDENTIAL LEVEL 5) 16' . 32' ft- . 0' 4' DOTTED HATCH INDICATES 2 112" STEP-DOWN AT BOTTOM/SLAB. REFER TO SHEET S-800 FOR TYPICAL DETAILS. WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E cty Hwy 3D-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL C.O,A N 74C)f; CcorCJC L. Mohor, P i\j() 4fibfi .... ..::: i- o __..____J______________.__ o I -- -----------,--------------- CiV i ________/-_._____ 30'-0-'-'____ _______-/-_ 30'-0" 30'-0" /(1) 415 EA ,FACE ~~ '.It:_~ IB"i,C,::3 W-'-J ~- 'il (l. I_oe! IONS) CC':l , , 1- I I I -- - -- - - -t- -- - -- i- - t - - - - i i i I i i~ 1<1 - . - - ~ - - - - ~-.'I- - t -- - -- - I~ I' STEP vARIES I 1<11 ~=-, ~-- ~-:-.. --~ -..::-~ I I --~:~='-'':-=~=-- -+ =--.--=", . '3 (j) I 1 , CHASE OPENING. ' '.' r REFER TO 8/S4.2 (TYf'. .) ',r !~ I --; C!Sl'i I iI- -=to'X?'C - -- SCALf' 1/16" l' 0" , ,~ 1 { i ~. , !- \~...L' ')(' . 1,', \~ - . '"'" . ) ../ ;. ,J3/[lO q 17) ( -~)j/ h'f' /-'/.. I t''' 13630 58th Street North, Suile 107. Clearwater Pr,one (7'27) ,,):l;J-Srrn. f~ox (n @ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND 'ARCHITECTURAL WORK' UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT ANO COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. ). .;> ,.'- i'" PROJECT NO. 03540 I~ , ~\ ! I 1<11 I STEP VARIES il- I I (2) lIS AT EACH END OF OPENINGS LARGER THAN 4'-2" (TYP. AT NON-E3RG. MASONRY) UN.o. _ STEP 3/4" AND SLOPE SLAB 1/8"/FT. AT A ENTRY CORRIDOR TO A MIN. EDGE a::" THICKNESS OF l 1/13". COORDINATE STEP LOCATIONS, SLOPE DIRECTIONS, AND RIDGENALLE'(/CRICKET LINES UJI ARCHITECTURAL DllK:!'S. " 22 '-I" 2':1'-6" I I (4) 1I5 AT EACf-l ENDI OF OPijNINGS I LARGER Tf-lAN 14'-01 (TYP. iT NON-BRG. MASONR ) UN.o. 1 I I I N ::::, ~ . ~ (f\ 3 (j) S 8x18.4 PRE -ENGINEERED MET AL PAN STAIRS AND LANDINGS (100 PSF LIVE LOAD) COo, ~ . BPRC Submital: Date Plotted: May 24, Date Issued: January 10, 2005 Revisions: ffi Addendum #2 February 14, 2005 HOPI.ALNl SV 3540 AR\lVI1"lIR 100% Construction Documents 6th FIr. Dimension $-30 1 DIMENSION PLAN NOTES: L REFER TO ARC\-\ITECTURAL DRAWINGS FOR MASONRY OPENINGS AND ALL DIMENSIONS NOT S\-\OWN. 2. REFER TO ARC\-\ITECTURALlPLUMBING DRAWINGS FOR FIXTURE/DRAIN LOCATIONS AND REQUIREMENTS. 3. REFER TO S\-\EET S-~00 FOR CONCRETE COLUMN SC\-\EDULE. REFER TO S\-\EETS S-~01 T\-\RU S-~06 FOR S\-\EARWALL DETAILS. 4. REFER TO S\-\EET S-~00 FOR STRUCTURAL NOTES. - (9 C0 If\ , (0 N 5. REFER TO DESIGN WIND CRITERIA AND GLAZING NOTE ON Sl-IEET S-100 FOR EXTERIOR GLAZING INFORMATION. CONTRACTOR NOTE: REFER TO ARC\-\. REFLECTED CEILING PLANS AND ELECT. PLANS FOR RECESSED FiXTURE REQUIREMENTS AT BOTTOM OF SLAB CTYP.J. CD WALL LEGEND NON-BEARING MASONRY I I I LOAD-BEARING MASONRY (8" OR 12" C.M.U) CONCRETE Sl-IEARWALL SW (8",12" OR 14" NOM) NOTES: L REFER TO PLAN FOR MASONRY REINFORCEMENT. 2. REFER TO PLAN AND Sl-IEETS S-~01 Tl-IRU S-~06 FOR CONCRETE S\-\EARWALL REINFORCEMENT AND DETAILS. N ~ r 11) I . (0 ~ ~ N CD CD (0 LIVE LOAD DESIGN LOADS AREA SUPERIMPOSED LIVE LOAD: RESIDENCE 40 PSF (UNO. ON PLAN) BALCONY 60 PSF ENTRY /CORRIDOR 80 PSF NOTES: 1. REFER TO Sl-IEET S-~00 FOR ADDITIONAL INFORMATION. REFER TO PLAN FOR BALCONY AND ENTRY/CORRIDOR LOCATIONS. o P.T. SPECIALTY ENG. NOTE: L NON-BEARING MASONRY WEIGl-IT: (DEAD LOAD) ~00 PLF AT EXTERIOR SLAB EDGE 600 PLF AT INTERIOR 2. Sl-IEARl-IEAD OR S\-\EAR STUDS REQUIRED W\-\ERE INDICATED ON PLAN. ~ , 11) N N ~ 11) . If\ GX0 CD o o CD o Q) 0) 0) 0) 0) @ 0YCiV @ 3","'-2" 3'-2" 3,,'-12?" 312?' -"" 312?' -12?" 312?' -12?" 3'" -12?" 312?' -,," 3'" -12?" 2':\' -/b" 1" I" 312?' -12?" 312?'-12?" 312?' -12?" CD 2 1/2" TOF STEF AT TYFICAL CONDITION- VERIF"- ALL OH-lER STEF LOCATIONS w/ ARC~. ~(IJ ~ EA. FACE ~~ I~ . (l- LOCATIONS) . (4) ~ A T EAC~ END OF OFENINGS LARGER T~AN 14'-12?" (TYF. AT NON-BRG- MASONRY) UN.O. STEF vARIES ,J(IJ 41!:> EA. FACE ~~ ~-~ / --- I CC 112? '\ STEF vARIES (f) , '" . 32' SCALE: 1/16" I' 0" '.~' I I IllIIlI ---------------, I L B FRE -ENGINEERED METAL FAN STAIRS AND LAND INGS (112?12? FSF LIVE LOAD,) SW - 3 II) . I . . . I . I . . "",~,~-,' .,~,:,:y . ~t'?' A'!;,~'.\i.". . ~,./~~~"(' ,...1f;i' 4; f/J;~'" f:'0"" . ;)1J!, " -d~f"" . <. 7i;'1;'~' . I C~4~ii'~~~ENING. 1~.);i~R. TO 6/S42 (TY~~ I.:~rf" ~,T:!f ;ii" ,,"1:;1 [ ;/:;11:;r;' .,." I!II i r-' lIS> VERT. IN FULLY GROUTED CELL AT ..ili' 32" O.C. MAX. AND AT WALL INTERSECTIC?~" AND SIDES OF OFENINGS'(TYF. AT NOl1\4.,L'!:>R6. MAS) UND. JfJ'~ Jlf'" . 4JF. .i"1' ' ~(~'1' .,(~ = = .+-1~~jq J.tl I ,:f . ~'~f*,,,/i4j( .~ ~ I!II 181 181 3 d) . 3 II) . . IBI III . . STEF vARIES - - III I8JlII I~ ~' r; I .~ I - N ~ ~ (f) I~ ~ , (3) ~ AT CORNERS (TYF. AT NON-BRG. MAS) UN.O 181' 181 1811 I 181 = ~N~ erEP @ = :3 N , II) !D @ STEF VARIES SW . . . . I - , H. I I = = = = = = = / STEF vARIES---./ ""\oit':"~' "'~l"" /b 3/4" T~ICK _ ---.-f(l) ';~ACElLAB ~~~"~ ~ 'i>'?','''iiI'i'' ""'~"i",' STEF TOF/SLAB 2 1/2" AT BALCONIES~~"~~ SLOFE TOF/SLAB TO A MIN. EDGE T~ICKNE~ OF 1" UND. REFER TO S~EET S-8l?)12? (STEF Af>~i(,. EXTERIOR FACE OF MASONRY AT WALLS, .,~,');; INTERIOR FACE Of MASONRY AT SLIDING . ",~" DOOR OFENINGS)."'~~ '. ~~I "!~ ,,~~~,. 16' .. _..+.._~ " S 6x16A FRE-ENGINEERED MET AL FAN STAIRS AND LANDINGS (112?" F5F LIVE LOAD) :3 d) .A ..;!I' t';i./t'~' . ,f/' 6TH FL,@'OR DIMENSION PLAN (R,~~n5ENTIAL LEVEL 5) (2) -:; AT EAC~ END OF OFENINGS LARGER T~AN 4'-2" (TYF. AT NON-BRG. MASONRY) UND. STEF 3/4" AND SLOFE SLAB I/B"/FT. AT ENTRY CORRIDOR TO A MIN. EDGE T~ICKNESS OF /b". COORDINATE STEF LOCATIONS, SLOFE DIRECTIONS, AND RIDGENALLEY /CRICKET LINES w/ ARC~ITECTURAL Dl1K:s'S. DOTTED ~ATC~ INDICATES 2 1/2" STEF-DOWN AT BOTTOM/SLAB. REFER TO S~EET S-BI2lI2l FOR TYFICAL DETAILS WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A BPRC Submital: Date Plotted: January la, 2005 Date Issued: January 10,2005 €1.' ..:c,~idf;tk.. '''Jr-''- ~.'(> ~/ . ..~~ ,.q , .1;...,. fit. Revisions: 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231 -2057 Fax 850-231-3553 ~ MOHAN ENGINEERING, INC. n .consulti~9 S~:uctural ,~ngineers ..,~:M~ "y?J:........~ .....," ~) , :~/~"-,,/"('';'"'' C.,.. ......f ~.J'l.,e~/l..e;7.?f<-:.6 ., '1,. e Ie @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 3RD-bT~ FLOOR FRAMING PLAN NOTES: 1. SLAB TO BE ~" 2-WAY POST-TENSIONED 6,(2)(2)(2) P.S.I. CONCRETE UND. 2. TOP OF 3RD FLOOR SLAB = 22'-(2)" TOP OF 4TH FLOOR SLAB = 32'-8" TOP OF 5TH FLOOR SLAB = 43'-4" TOP OF 6TH FLOOR SLAB = 54'-12)" 3. DESIGN LOADS = SEE PLAN AND STRUCTURAL NOTES. 4. BT INDICATES BANDING TENDON. UT INDICATES UNIFORM TENDON. 5. POST-TENSION NET EFFECTiVE FORCES THROUGH TENDONS ARE SHOWN ON PLAN. 6. ANCHOR ALL TENDONS AT SLAB CENTER OF GRAViTY. 1. DO NOT CORE DRILL OR EXPANSION BOLT INTO SLAB WITHOUT FIRST LOCATING ALL TENDONS IN THE AREA. 3/4" MAXIMUM F:ENETRATION OF EXPANSION ANCHORS INTO SLAB. 8. REFER TO SHEET 5-5(2)(2) FOR COLUMN SCHEDULE. REFER TO SHEETS 5-512)1 THRU 5-512)6 FOR SHEARWALL DETAILS. ~. REFER TO SHEET S-l(2)(2) FOR TYP. POST - TENSION DETAILS. 112). REFER TO SHEET S-~(2)(2) FOR STRUCTURAL NOTES. 11. REFER TO ARCHITECTURAL DRAWINGS FOR SLAB DIMENSIONS AND ALL OPENINGS. 12. REFER TO MECHANICAL DRAWINGS FOR MECf-jANICAL EQUIPMENT AND OPENING: LOCATIONS AND INFORMATION. 13. EXTERIOR NON-LOAD BEARING MASONRY WALLS TO f-jAvE ~ VERT. AT 48" D.C. MAX., AT EACf-j SIDE OF OPENINGS AND AT ALL WALL INTERSECTIONS UND. REFER TO 1/5-8(2)(2) AND 2/5-812)12) REFER TO ARCHITECTURAL FOR EXTENT OF MASONRY. PROviDE PRECAST LINTELS OvER OPENINGS WITf-j KNOCK-OUTS AT ENDS TO PERMIT PASSAGE OF VERTICAL BARS. INSTALL MASONRY CONTROL JOINTS (M.c.JJ AT 32'-(2)" o.c. MAXIMUM AND Wf-jERE INDICATED. COORDINATE w/ ARCf-jITECT. REFER TO 2/5-6(2)(2) FOR MASONRY CONTROL JOINT DETAIL. 14. COORDINATE SELECTED BALCONY RAILING ANCHORAGE WITf-j POST - TENSIONING AND MILD REINFORCING. 15. SEE DETAIL 15/5-51(2)(2) FOR SPECIAL REBAR AND COATING REQUIREMENTS FOR BALCONY SLAB AREAS. 16. REFER TO POST - TENSION SHOP DRAWINGS FOR ANY ADDITIONAL REBAR OR Sf-jEARf-jEADS REQUIRED. 11. REFER TO DESIGN WIND CRITERIA AND GLAZING NOTE ON Sf-jEET 5-1(2)(2) FOR EXTERIOR GLAZING INFORMATION. SLAB REINFORCEMENT SC~EDULE MARK RE INFORCEMENT 0 (26) ~T x 14'-(2)" @ (23) ~T x 14'-12)" @ (2(2)) ~T x 14'-12)" @ (11) ~T x 14'-(2)" @ (13) ~T x 14'-12)" 0 (11) 115T x 14'-12)" @ (~) ~T X 14'-(2)" 0 (1) ~T X 14'-(2)" 0 (5) 115T x 14'-(2)" 0 (8) ~T x 1(2)'-(2)" @ (11) ~T x 8'-(2)" <D (8) 115T x 8'-12)" @ (1) 115T X 8'-12)" 0 (1) ~T X 5'-(2)" @ 115B X 3(2)'-(2)" AT 1(2)" D.C. 0 ~B X 2(2)'-(2)" AT 8" O.C. @ ~B X 2(2)'-12)" AT 1(2)" D.C. (0 115B X 2(2)'-12)" AT 14" D.C. 0 ~B X 2(2)'-(2)" AT 18" O.c. @) ~B x 16'-(2)" AT 24" D.C. 0 115B X 1(2)' -12)" AT 16" O.c. @ 115B x 10'-12)" AT 48" D.C. 0 ~T X 10'-0" AT 12" D.C. 0 115T X 4'-12)" AT 12" O.C. (]) ~T X 4'-0" AT 16" D.C. 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SHI I. . r, I. ~ 'I '~ i \-<e) I '~+'bl+\@ ----h------~- __om _+- I I G} I " D -~::e.~-- I( ,@_(T>::e.~__ i~)--\ll,- - ( J. 51-41 J. 51-41 I... 5HI i~~ i~ f:, I I ~ L@ .. \~ I ~ I~ '~I i I .1-. I - -~--------.--------- ___________._J, n ---j-1-- -4------------~- ~---------Mt-------------i-- - ,1~:;~~ 7, ~~:~ /~) +{- @ - J . rf I ~-~~-t~ _ x~~V}~ ,-'~'_; >P I ~ ~ >P.. W _.. ~-~ .' .- 11) I I I r (2 "5Tx2iZ" -iZ''' (J-0 I ~ I F ( Ifl ~~ .1.51-41 I 1.51-41 51-42 I. I F=!;63 I<. : ~ !'~ - D @- t ";~ B.T I ~ I I 0\1 II 1 T 1 1 1 (2D" ~Tx2iZ"-iZ''' (~ _.~~ :~E~- -- ~ ( 11 F.5.~k J. 51-41 I ( '.51-41 I B.T. - I. - , I ~L [151-42 ,. : ~ :~ D - .: i ~ - \y ''-@ c 1~ - 1 I. rl - ---' ~ .', .: @7 ~ 0-1 @-~ i ... lr:\ ~ I I /~. \ \ \ 11 ........ f~ ~ E r-@ I/.' /fi\-, i F.322' k @~ _*C~~I ~22 k I ---16\ r-!B\ ( LL ~ j B.T. . -E B.T. -:~s~/-~"/ ~~ - ~ ~-- · ~~\'../ _c~ ') ----; ~,,@ ; ~ ~A ~! ~j 'CI ::... '1---; ";~ WI! --~- -- >P~-~-~ /~~j F=2411<.!/\=[~. ~ -/;0- B.T. ~! . I ~ :rJ!> I I Q _ 1.....H:::t""" ---'~ 1e5~'~ f€r~ N ~ \D ~~'~J <1ft \L@I REFER TO PARTIAL 3RD FLOOR RE INFORC!NG PLAN Tf-jIS Sf-jEET 16' CANTILEvERED SLAB (i.) N C , F~&>t@ I 51-42\ '----I ~ L..- '-- ~ '\ \..@ ~ J. T I ( C G G ( I 1.51-41 I. ~ :~ I (D - '\ ~ 0- - ~ fi~ \!Y I --'t"~, -l 0--tl ~:' ~ ~l Ib I 5HI II ] II III IHIDm L(I x x> "'^ - N '- v r , (i.) I (i.) N / @-~ 1<0,) (~~ C D _I~~ 't ~ 0. 1. @~ (uV--~ -t@ ~ ~ I I I.SI-41 1 I. I~:- Bi ,j. SI-Il . , ~\<~) , I I I N ;::" _\~~ M ,P ~L) : !:xx; ---~ (i~7!::\ (' ~@~_~.'\"I~ _01i'\DCi~~'~ _Oc _ '::~5:~J-@ I __ -0- &-- '--.I" I i(G li1 v · v G "\ ~,. ../'.~~~! 0'n <v_ ~. J ~ <<>=_ F=32.2 I<./rt \ fK\ \ @~ V'\ ~41 k l:.'1 ~ -.- ~ ~ ---~- U.T. ~ r cb g : ~.T. III /\ rf\1 / V:I ~ ' ,I /,-. \ It' r- @-f~.~~l5k1ft ~i@ ~ !@51-42~ L '5i-12!\{ ~-\ - N I _oj "_."-_.- FoI6.II<Jrtj! ri51-42\-@ jTJNl \ G . ... \-.1 ~: -I I~-(E\ / ~=.; (.lI 51-41 J-@n. . j '-7 CO) @-- 0- =- /r-- / N ;::" s (1") I (i.) =- I 11) o ..1- __ ~~5H2\~~G.) 3RD-6TH FLOOR REINFORCING PLAN (RESIDENTIAL LEVELS 2-5) SCALE.- 1/76" = 1'--0" . 32' Pl- . 0' 4' 16' ~-=---=:t ~ "l(D REF. TO TYP. REINF. UND. 5l-tEARl-tEAD DETAIL 51-t1 5l-tEARl-tEAD DETAIL 51-t2 5l-tEARl-tEAD DETAIL 51-t3 ~- TYPICAL AT SLAB EDGE UND. PARTIAL 3RD FLOOR REINFORCING PLAN Q]] <: I-SEE TYPICAL DETAILS ON S-l(2)l FOR PLACEMENT AT COLUMNS. A T COLUMN/BANDED ~ LINES (TYPJ UND. :> \~AT MID-SPAN (TYPJ UN.D. ---IND ICA TES DEPTH FROM BOTTOM OF SLAB TO CENTROID OF CABLE (TYPJ Z <t: . (lQ illZ '::3 Q" rrL t--t- <t:t Zo r: . :::::J:Z; ..J:::::J 0, U(l t--t- <t:t Ln o o N ~ .q: N ^ o L 0' " v N """ v o I ill 1 n ~ o o 4= 1 N o n Ul /' N """ v <{ 1 en N o I en o o N -::: u '" Ul /' o <{ u /' Q) 0' o OJ OJ o 0. v o " v c 3: /' x s: > /' >e 0. I Q) > u <{ /' L SCALE: 1/16" = ;'-0" . 32' BANDED TENDON DIRECTION UNIFORM TENDON DIRECTION TYFICAL TENDON DRAFE5 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A BPRC Submital: \ ,-" ;,~~;~. :r:' _1,,__' . 03540 ". .,' ..o"~____"~-"'''''''''' Date Plotted: May 24, 2005--'-- Date Issued: January 10, 2005 Revisions: ~ Addendum #2 February 14, 2005 ~L,l(ff'l- \L.... "- ~( 100% Construction Documents 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231--3553 ~ MOHAN ENGINEERING, INC. n Consu.l\i~9c:S.C)t~. u~~t.~ura..;4~~gi~eerS CJecrge . MI)VIQrI f I ~':. r~ 'I 13630 58th Street North, Suite 10/. Clearwater, F I \1 fbl! I)hone (727) :5:3:59771- f~ox (72/) I / ., ...... /" ...... i.- ,.,. 3-6th FIr. Reinforcin (GENERAL REVISIONS) S-302 ~,)/l N ./ .:> ./'t'I",',,, _,/,"{' ,'->F,?J",;'" @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 1 HE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERAll FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 3RD-0T~ FLOOR FRAMING PLAN NOTES: 1. SLAB TO BE ~" 2-WAY POST-TENSIONED S,000 P.S.I. CONCRETE UND. 2. TOP OF 3RD FLOOR SLAB = 22'-0" TOP OF 4TH FLOOR SLAB = 32' -8" TOP OF STH FLOOR SLAB = 43'-4" TOP OF 6 TH FLOOR SLAB = 5>4' -0" 3. DESIGN LOADS = SEE PLAN AND STRUCTURAL NOTES. 4. BT INDICATES BANDING TENDON. UT INDICATES UNIFORM TENDON. 5>. POST-TENSION NET EFFECTIVE FORCES THROUGH TENDONS ARE SHOWN ON PLAN. 6. ANCHOR ALL TENDONS AT SLAB CENTER OF GRAvIT'(_ l. DO NOT CORE DRilL OR EXPANSION BOLT INTO SLAB WITHOUT FIRST LOCATING ALL TENDONS IN THE AREA 3/4" MAXIMUM PENETRATION OF EXPANSION ANCHORS INTO SLAB. 8. REFER TO SHEET S-S00 FOR COLUMN SCHEDULE. REFER TO SHEETS 5-::'01 THRU 5-::'06 FOR SHEARWALL DETAILS. ~. REFER TO SHEET S-l00 FOR TYP. POST - TENSION DETAILS. 10. REFER TO SHEET S-~00 FOR STRUCTURAL NOTES. 11. REFER TO ARCHITECTURAL DRAWINGS FOR SLAB DIMENSIONS AND ALL OPENINGS. 12. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL EQUIPMENT AND OPENING LOCATIONS AND INFORMATION. 13. EXTERIOR NON-LOAD BEARING MASONRY WALLS TO HAvE ~ VERT. AT 48" o.c. MAX., AT EACH SIDE OF OPENINGS AND AT ALL WALL INTERSECTIONS UND. REFER TO 1/5-800 AND 2/5-800 REFER TO ARCHITECTURAL FOR EXTENT OF MASONRY. PROViDE PRECAST LINTELS OvER OPENINGS WITH KNOCK-OUTS AT ENDS TO PERMIT PASSAGE OF vERTICAL BARS. INSTALL MASONRY CONTROL JOINTS (M.c.J) AT 32'-0" o.c. MAXIMUM AND WHERE INDICATED. COORDINATE I.U/ ARCHITECT. REFER TO 2/5-600 FOR MASONRY CONTROL JOINT DETAIL. 14. COORDINATE SELECTED BALCONY RAILING ANCHORAGE WITH POST - TENSIONING AND MILD REINFORCING. I::'. SEE DETAIL 1::./S-Sl00 FOR SPECIAL REBAR AND COATING REQUIREMENTS FOR BALCONY SLAB AREAS. 16. REFER TO POST-TENSION SHOP DRAWINGS FOR ANY ADDITIONAL REBAR OR SHEARHEADS REQUIRED. n. REFER TO DESIGN WIND CRITERIA AND GLAZING NOTE ON SHEET S-100 FOR EXTERIOR GLAZING INFORMATION_ SLAB RE INFORCEMENT SCI-IEDULE MARK RE INFORCEMENT 0 (10) -5>T x 12'-0" @ (14) ~T x 14'-0" @ (14) ~T x 12'-0" @ (10) -5>T X 10'-0" @ (12) -5>T X 10'-0" 0 (10) ~T x 8'-0" @ -4T X 6'-0" AT 24" O.C. 0 -4T X 4'-0" AT 24" O.c. 0 (2) ~ x 12'-0" TOP 4 BOTT. @ (2) 11I5 x 8'-0" TOP 4 BOTT. <D -4B AT 12" O.c. TEMP. @ ~T x 4'-0" AT 24" o.c. 0 (10) -5>T X 15>'-0" 0 -4B AT 12" o.c. EACH WAY @ (6) ~T x 8'-0" @ -4B x 1::"-0" AT 16" o.c. 0 (8) 1115T x 8'-0" (2) ~T X 20'-0" AT 12" o.c. 0 -4T X 12'-0" AT 24" o.C. (0 ~T X 12'-0" AT 12" o.C. @ -4T X 8'-0" AT 12" O.C. CANTILEVERED 5LAB 0' (0.... REFER TO PARTIAL 3RD FLOOR REINFORCING PLAN THIS SHEET 8 CD F=53.~ I<Jrt U.T. ~~3 5~2 ... ................LJ.. F=~43 I<.~ B.T. .~ e~ -5>6)12'1 A,>B"5. '. .v.J. .>>- '>"0"" f> > '.' >. d) , OJ N , - .- (H2 F=B~3 I<. B.T. I I I I I ',- I V~ . (l) I<. B.T. -"-:. CD ' 1" ~ ifj" ~ N . SCALE: 1/16" 32' ('~2 ..... ~ I OJ N N ;:::, ~ '~ F=~44 I<. B.T. (0 ~ CD (0 N ;:::, ~ ~ I OJ ::- , !!) PARTIAL 3RD FLOOR REINFORCING PLAN ft- . 0' 4' 16' l' 0" I" ~ q) 3(l)' - (l)" I ~I @ \PI I : I - -r, ~......j. I ~ : I 1 I 1 1 I 1 I I I I I I 1 ~ ill _ 5HI tS6)12" ~I :1 t I , I I~ I , ~ ill 5J-JI tS6)12" - II::.tS i I I ..~ - l-- 15H3 F=B3h I<Jfl . U.T. 4.::' ~,~~ -t' .; ,,,,' / 3 3(l)' - (l)" 5~2 ....- '-- ~ ~.-,,- ~. ....lP8"B "T '.. >~lb .'-'. I ~I. ~I \P U) 5~2 - l::.tS ;146)24" 150-5> ~I :1 t I~ I~ {I ill 5~ I -46)24" IStS ----'k o 3(l)'-(l)" F = 32.2 I<Jft U.T. . . 5H2 8-5>.' V'1 .(\) ---------- d)1m ~I \P ill I 11 -~ I I 1511I5 ~I ~ tl ~ ill . II 15tS .~ : rei - .. ..... 1--'- t ~II" fP 1 "1 ~I I F. B4 k. B.T. ~ ~ F=32.2 I<Jft U.T. 51-1EARI-IEAD ;,. il;4!J. . AIL 51-11 !OICAL AT SLAB EDGE UND. r' SEE TYPICAL DETAILS ON S-l01 FOR PLACEMENT A T COLUMNS. A T COLUMN/BANDED ~ LINES (T'(P) UN.O. 11 AT MID-SPAN 1 (T'(P) UND. \ INDICATES DEPTH FROM BOTTOM OF SLAB TO CENTROID OF CABLE (TyP) BANDED TENDON DIRECTION (9 3(l)' -(l)" ':I' -I(l)" F=31.& I<Jft I U.T. I 15H2 '~~ """"=-" "~""..::' @ 2(l)'-2" L - '~'c-'. ....~.l.. .' 8~ . --;... ::;:--.::' ~I ~I --- -- ~46)2 " \P ill 11115~1 "'" , IS-S - - -~- -4624" ~I :1 t I I ~ ill 11II 5~1 . liStS ~I ~I I I ..--- C I I --- -~- n-~_r- I il . F=2411<. '\,1 B.T. F=31.5 I<Jft U.T. ';',<: ,:? ,t' 1- ---+----- ~46)24" .JL____ -~24" , .. .. --'"' -_:--. o 3";' (l) I -2" 3(l)' -(l)" 3(l)' - (l)" - r\ . "8~ ....-. -'-.' .....~li ' I . .... Ii .... .... ~~I I ~~I , ~;I i I I CD 3(l)'-(l)" F=31.5 I<Jft U.T. '5~2 .. ." i~ 811I5 15~2 5J-J2 - ~II' 8-5> o I ~I ~I -. - - ~II 8415 .,-~c-~. ......... In .... ': '. ~I i>1 il I ~ .5HI "'" I 15011I5 I --- 1-- ;l41il24 " \ - . - c~ ~011 I {I I illl.5J-J1 I"!" I 1511I5 I = II ~II tl I ~ illl. &~I I. IS-S {I ill .5J-Jj . 150-5> -41il24" -46)24" - ~'I :1 t I I ~ U) . 5~ I . IStS F = 1~.1 I<Jfl----< 4624" ~I -:1 t 1 I \P ill ... 5~1 . i IStS ~,~ ~I fPl 1fl1 I -4624" -4624" ~ ~II ~I F' I 1fl , ill " 41<.,\ - @, II i'rl II 1fl ill ..g,1-tl- . ISIS ---f--- ;146)24' 1fl -!D ..&HI - , ISIS IStS -46)24" -46)24" o {I d) I e~ \fl d) 81S 1fl ~ ellS 5H2 F = 1~.1 I<./ft U.T. 15~ 5~2 -6TH FLOOR REINFORCING PLAN (RESIDENTIAL LEVELS 2-5) {>' Pl- . 0' 4' J 16' . 32' ~ ....", J 51-1EARI-IEAD DETAIL 51-12 to :::JZ: -l:::J o~ OIL 1->- -<tt Z -<t ' ILQ tl}Z , . Q~ I:tL 1->- '<[t d) B ~--- UNIFORM TENDON DIRECTION T'YPICAL TENDON DRAPE5 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 i!l2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK"' UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 199D AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. SCALE: 1/16" l' 0" ~ 51-1EARI-IEAD DETAIL 5 :t.t:O?>sid.€'1l)..... . \!. <<" .,.. . .' .' ('" ..... . '(1 €; "<$ ..:::: fI\ L,. ,.. ,~ . :,. ~ MOHAN ENGINEERING, INC. n Consulting Structural Engi:eers -- CD I 15J-J2 {I I ill ~ 5~1 "'" , IS-S ~I :1 t " \P ill - .5~1 11II , IStS ~II~ @I' \P, FI I ~ ~_5J-t1 - i IStS \fl I d) I 8~ 15~2 . (":'?)5'.':A'^' ./,/,<~~ .' (1;;:;;}'> .,..,..../ .., ,/'~:"'"."..~/~.#'.~>Mt"'.! 1",',,7 """~;.o' t"..."'....:t/.....#'.. ...."""1 , . !C., #' ~,.>;..;e4. ......~ .,.....,,?'-:...'".. '.,~". ...}t.", .:...\>".}, . ~...., ~:::>- PROJECT NO. 03540 3(l) ,_ (l)" ;146)2 ;146)24" -46)24" 3(l)'-(l)" I 15~2 I"~ i~i '~~." ---- '..- .. - ~ ~I ~ ,";;' - IS~ -46)24" IStS I ~II~ -46)24" fP II ~ . F' I V' ..-ill ... $J-Jl - I 50 lIS -46)24" o ij'l d) e~ 15~2 -+:\ G 161-12 lf1 I 8115 ~ II . H @) @ 22 '-I" "-11" - 1--=-11' I 0 ellS ~III . , I ~I ~I ~ ill .. 5Hl I "!" IS-S - -41il241;-1- I \fl ill .5HI - 1::'-5> = I d) -:1 tl I ~ ill III 5~1 . IStS ,~ I ~I ~F I ~ ill .. 5b1l - IStS ~I! 8'5 1&~2 ~I :1 tl I ~ ~ ill .5Hl 11II 11S~ - "1As-:;j2'" - ; - - - -11- -4624"- , ~I lill {II I 5H2 ~0) 0) 2':1'-~" 1" 3'-2" II ~II ~I , 1 (ill ! . fP 1 : \PI , ~I l1' L________ .~. .....-415-$12'Loi~ .'t:. An\~L. .... .~"H ....~Ir~..... ...~ .~. _ -,--,- _,..-- .'. .,'--.J.-,- -,-~"':::1. ... ....... n.,..- 1 _ m ___ ______ -- -- .~t''''~ . 1Iift?.,:. ~,.: ~"-;; F = I~.I I<Jft U.T. .~ ,..J' ....,,"" ,"- '.~"" ,/ ....... 1< .'. ". ..... ....... ....... .- F.~43 I<. B.T II I I F=2411<. ' d B.T. I I ~ d) &~2 .. - -tS~2i1 -8-5 ~+ I I F=B""3 I<. 6.T. I I ~ {I I d) I--+- 5~2 . . I 8tS F = &':I(l) I<. B.T. (0 r ----- I I 1 I I I I ~ ___~...i ~ & I & '" F.322 I<. B.T. F = 322 I<. B.T. @ . )1 . N I f---- "'e-' !D i @ F = 1~.1 I<Jft U.T. .~~ ~. '=''1-M~'- ~ LJ ,6.2d LFffl '" - ~: ~H , UO~ ,::J O~V€J.ri~ '-"Nt"fff.;~;.~.Jj ,'. _...,-~!_~'..., -a..l~~~~fi .;.fJf.Pl "''''''''''''''--'~ BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10,2005 Revisions: DfMENSION PLAN NOTES: 1. REFER TO ARCI-lITECTURAL DRAWINGS FOR MASONRY OPENINGS AND ALL DIMENSIONS NOT SI-lOWN. 2. REFER TO ARCI-lITECTURALlPLUMBING DRAWINGS FOR FIXTURE/DRAIN LOCATIONS AND REQUIREMENTS. 3. REFER TO SI-lEET S-:;00 FOR CONCRETE COLUMN SCI-lEDULE. REFER TO SI-lEETS S-:;01 TI-lRU S-:;06 FOR SI-lEARWALL DETAILS. 4. REFER TO SI-lEET S-~00 FOR STRUCTURAL NOTES. :;. REFER TO DESIGN WIND CRITERIA AND GLAZING NOTE ON SI-lEET S-100 FOR EXTERIOR GLAZING INFORMATION. CONTRACTOR NOTE: REFER TO ARCI-l. REFLECTED CEILING PLANS AND ELECT. PLANS FOR RECESSED FIXTURE REQUIREMENTS AT BOTTOM OF SLAB (TYP). WALL LEGEND ~ NON-BEARING MASONRY 11111111I111I111I LOAD-BEARING MASONRY (8" OR 12" C.MU) CONCRETE SI-lEARWALL SW (8",12" OR 14" NOM) NOTES: 1. REFER TO PLAN FOR MASONRY REINFORCEMENT. 2. REFER TO PLAN AND SI-lEETS S-:;01 TI-lRU S-:;06 FOR CONCRETE SI-lEARWALL REINFORCEMENT AND DETAILS. F.T. SFECIAL TY ENG. NOTE: 1. REFER TO PLAN FOR MASONRY WEIGI-lT AND MECI-lANICAL UNIT LOADS ON P.T. SLAB. 2. SI-lEARI-lEAD OR SI-lEAR STUDS REQUIRED WI-lERE INDICATED ON PLAN. ~ TOP/ MAS. PARAPET 0-~ ST AINLESS STEEL fe 1/4" w/ 1/2"<1> I-lIL TI-I-lIT I-lY1:;0 ADI-lESlvE ANCI-lOR (:;" EMBED) INTO GROUTED MASONRY CELL AT TOP AND BOTTOM OF SUPPORT. L IGI-lTNING ROD (BY OTI-lERS) ST AINLESS STEEL fe 1/4" x 3" TYP. 3/4"<1> STAINLESS STEEL ROD BETWEEN D IAGONAL PLATES TOPIFINISI-lED ROOF ~ ~ G)--- @ 800 0 H----------.----~---+-------.---.-------------t-- ,h 1 - I I" J 30'-0" ' 30'-0" I - --,'-----.-.----.---- ----------/-------.--------------.---------/'---- / ; I / 30'-0" -.., ,. I ;r--- __ _____1 r'-~ ..- I i OVERFLOW DRAIN~ I - b RD'I OvERFL.Ow DRAIN 1 ~ RDi [Ef1 If) I I\) N 0--- I- . wX !L<{ <{L N It . ::-::, <{~ r I\) !L() I , (() 0)0 ~ ~ N <{~ LI- I<{ S2\fl I (0 -Sl , (() N N ::-::, o @ 0-- ~ N <1'\ ::-::, , I\) ~ , !f\ 0- - N o REFER TO ARCI-t. AND ELECT. PLANS FOR LIGI-tTING ROD LOCATION. CD ~~~~T~~~~_:OD SUPPORT E o c" n o en o o N .,.,... N '" o 2' U> !< -0 N """ -0 o 1- o 2 I o Y= I o o .q- (J) / N """ -u ~ I en N o I en o o N -:: () -b (J) / o ~ '--" / Q) U> o if) if) o Q. l' o '" -u c 3: / x 3: > / '2 Q. I Q) > () ~ / 2' ,I II I: I I r"":",, T o 00 sw r riB - ----- I' :1:3 ,'0) " " " ~ ~ L':.==-: - sw====~- i" MINIFT (TjP) I r..j "'~ EP I ::D:-u:tJ:bt:r:t: [EFJ --. ._-@@~~-- --- ::O:c:qr:C:: ~J -~-CP I f ~- ~'-10" I ~ 360'-2" ~ ,. 30'-0" ---OVERfLoWDRAIN" I [so] o R.D'I " " '13 1:0) " " " " _ tJ --r- MECf-IANICAL CON~jf-l.P. UNIT - 250- CTYP) I ~ r<- I I ~ I --1 - /l /1 /~J II I ~ 10 -- RD.! !,c OvERFLOW DRAIN -L - ----I I I RD. , 0 b ;1-,= I-:-~--- 10) , r I : 11 '-OVERFLOUJ DRAI~ f-1IGH MAS. PARAPET 405 AT 16" o.c. MAX. ~ L1GI-lTNING ROD (BY OTI-lERS) ST AINLESS STEEL fe 1/4" x 3" TYP. STAINLESS STEEL fe 1/4" w/ 1/2"<1> I-lIL TI-I-lIT I-lY1:;0 ADI-lESIVE ANCI-lOR (:;" EMBED) INTO GROUTED MASONRY CELL AT TOP AND BOTTOM OF SUPPORT. APPRovED ROOF SEALANT ,3/ I 1/ LL-_ 20'-2" 30'-0" J, -r-- cfj1 0) I o --~--------+--_. I CD 0) ___________~-J___ I I 30'-0" 30'-0" I -- ,f- I 30'-0" f-1IGf-I MAS. PARAPET 115 AT 16" o.c. MAX. HiGH MAS. PARAPET -....-"5-Arr0"O~cHAX. )t--in I I II I I I ~. J, r ~J I ! 'Ef'1 L:CJ I I I u~_ . TRD. ~1 OVj:RFLOW DRAIN-- 1 W 12x40 f-10IST BEAM. TOP OF BEAM I" BELOW BOTTOM OF CAP SLAB. REFER TO 2/5-802 FOR BEAM CONNECTION. - ~-- -- (3) 405 AT CORNERS (TYP) INDICATES f-1IGf-I ROOF ABOVE AT STAIR TOWERS, ELEvATOR S~AFTS, AND ELEVATOR MACf-IlNE ROOM, TYP. 115 VERT. REINF. AT 32" O.C. MAX. (AT TOWER MASONRY WALLS) -, OVERFLOufDRAIN~ \ RD. I I I rl1~-- - .~-- ---::I::I::C::I:J:~--+1LMtNIFT-{fTP-) '-i-II 'l>' iO:L j L:...J (!!J.:j) I 'Ef,1 I L:CJ~l>J ~~~'cd:u: 1 =~::Jl.._-:;: ~ m un ___ Iii ,., I,' "I , , 1[1 id i" MINIFT (TjP) !!! 1 ", , , , , \ <l RD. I! -1" OvERFLOW DRAIN ~ I ~ " RD. I! 1 111 LU rh WJ t I ~ .+. ( r I II ~l>' ~a _J [~JI ,I 1 I ~ L.-' I , m 11-1 't' 1 1 I [;'.- C'" I cfj1: fi' r~ cfj111 I [F.JI I 1 I -rh I,' U I k::::.... r I RD. --- '1' 1 I OVERFLOW DRAIN --1 f-1IGf-I MAS. PARAPET 115 AT 16" o.C. MAX. 405 AT 16" OC. MAX -- K.o. BLOCK w/ (I) ~ CONT. AT TOP OF MASONRY PARAPET WALLS. FLAT ROOF DIMENSION PLAN 16' --~----- ~ AT 48" o.c. MAX. AT MAS. PARAPET WALLS CTYP) UN.o. WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2oo3THESEPlANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTFCTION INCLUDES BUT IS NOT LIMITED TO THE OVERAll FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. . 32' ~ MOHAN ENGINEERING, INC. n ~;o~:~'~n:(~~:~u~~~~aH~gi::::: 1)630 58th Street ~bth, Suite 107 - ClearwCJter, Fln)31ClJ Phone (727) ::)3;)-9771- f--CJx (727) 5.5:)l11T3 SCALE: 1/16" = 1'--0" ,':-c i d !,"" V--L . ~( .....-' ,.. ..... ...... ...... ( )/~. /"r-h"','? (;> - . ), -'/- - ,. '. .,' '" .,' ,- .i. . ," ...' ,!piI",,'j;,. 1r f PROJECT NO. 03540 -- I ,[ I II I ~ I I I _____ n_~1 30'-0" 22'-1" I l'-II" 2~'-6" Q I -0: RD. I I I , """,."A(01OI< TO FROV,J, PAD Fl-n FUTURE ROOF TOP EQUIPME~T _ _~+------- ~ ~f. ~TILLITE DI~ I-- - -~ - -- -- ~ - t OTf-IER ELECTRONIC EQUIPME"I') I I I cfj1 I I I [rJ I I I -~-- (I n iJ~EJt - ~ - -- ~Ef' I DDDDD I~ 0 DID 0 0 (3) ~ AT CORNERS I~ CTYc:.J'r 1_0__ -- --= - - --= -- -- -- / I I / I I I I ---,-- I ----l:- ---: r I R.D. -f I OvERFLOUJ DRAIN-I I~ ~~'/" SW / / / :1:==::= W 12x40 f-10IST BEAM. TOP OF BEAM I" BELOW BOTTOM OF CAP SLAB. REFER TO 2/5-8(2)2 FOR BEAM CONNECTION. ~ l" 3'-2" @ :!'f: L-' I- . wX !L<{ ~~ <{~ !L() 0) 0 <{~ 1:1- I<{ S2\fl I II 'I s ~ I ~ <1'\ ~ I : l.~--! RD. Ii I o ~ I I : : I I N I !f\ OVEj;ifLOUJ DRAIN PRE - ENGINEERED MET AL PAN STAIRS AND LANDINGS (1(2)0 PSF LIVE LOAD) 115 VERT. REINF. AT 32" o.c. MAX. (AT TOWER MASONRY WALLS) BPRC Submital: Date Plotted: May 24, 2005 Date Issued: January 10, 2005 Revisions: ~ Addendum #2 February 14, 2005 100% Construction Documents Flat Roof Dimensio S-400 DfMENSiON PLAN NOTES: 00 o 8 CD 6 L REFER TO ARCI-IITECTURAL DRAWINGS FOR MASONRY OPENINGS AND ALL DIMENSIONS NOT SI-IOWN. 3~1Z\'-2" o CD CD G C2p ~@@ 2. REFER TO ARCI-IITECTURAL/PLUM13ING DRAWINGS FOR FIXTURE/DRAIN LOCATIONS AND REQUIREMENTS. 3. REFER TO 51-1EET S-5>00 FOR CONCRETE COLUMN SCI-IEDULE. REFER TO SI-IEETS S-501 TI-IRU S-5>12'6 FOR SI-IEARWALL DETAILS. I" 31Z\'-~" 3~'-~" 3~'-~" 3~'-~" 3~'-~" 3~'-~" 3~'-~" 3~'-~" 3~'-~" 3~'-~" 3~'-~" 2':l'-~" 1" 3'-2" 1cJ N ~] '-CfEF'fTbW D~IN~ I o RD. I OVERFLOW D~IN", I -4 RD. II OVERFLOW DRAIN ~ I -~ RD. II - -j CONTRACTOR NOTE: '~ \ '\. o @ OVERFLOW DRAIN ~ RD., I lfl , OVE~LOW DRAIN~ I -:0 ---r- RD'I VIDE I-JOCKS FOR WINDOW WA5I-J NC= QUlFMENT TO 6E MOUNT TO RO 1 T - -- - I T --, - j 4. REFER TO SI-IEET S-~00 FOR STRUCTURAL NOTES. S. REFER TO DESIGN WIND CRITERIA AND GLAZING NOTE ON SI-IEET S-100 FOR EXTERIOR GLAZING INFORMATION. ~J -:Q:L1:W:[J: ~- [.] (0 [eFJ I -+ RD." I ~EFER TO ARCI-I. REFLECTED CEILING PLANS AND ELECT. PLANS FOR RECESSED FIXTURE REQUIREMENTS AT 130TTOM OF SLA13 (TYPJ NON-13EARING MASONRY t] 1 ?.1!!______ -----------11 '13 11(1) " " I, " iJ - ~} [.--L _J j ~~~"Cf="t"'__f=tT ~".hJ'~~7&"~n 'rF1=-~t=t=O~= L~6..J'LU=: ---- -ClLkJ-,,__, [iF] r, J.J I I " " I I , I , I I I I I I I I I I I " , I I I I I I I !~J :11 I I I I I I I I I I I I , I I I I I I I -ttt 't' rl LIJ r, /-TI-- YJ r, t-I LJ . --~11 ~J 1 r, I -t LJ CONTRACTOR TO PROVIDE PAD FdR-o~ FUTURE ROOF TOP EQUIFMENT _(l~. &ATll..I.IIE DI&l1 ~ _ OTI-JER ELECTRONIC EQUIPME~) SW LOAD... BEARING MASONRY (8" OR 12" C.M.UJ CONCRETE SI-IEARWALL (8",12" OR 14" NOMJ 0 I-- . wX [L"1: N ~~ ~ 1cJ "1:1..1 , [La 1cJ <I)~ N "1:- 1::1-- ~"1: ~W' ~ CD ~ I 1cJ N E{J -------- WALL LEGEND MECf-IANICAL CONC?JI-tP. UNIT - 25!Z>- (TYP) 1 1 ~" MINlFT (rrp) 1 ~J I-- . wX [L"1: ~~ <l11 (La d) = <l~ 1::1- ~<l ~W' :r i" MINIFT (TYP) , I , ' , IJ y}:::o~~=ocr:r: ~:.J @xv U ipl' M1N""j T"!'P) r.., L::.Jr.:l ~ I ~g g 1 r, .>4- '1.J [1' -tjJ P.T. SPECIAL TY ENG. NOTE: 0 CD rf\ ~ I '" ~ I !D (0 RD'I /OVERFLOW DRAIN _110 RD. [---L f r""'1 LO:J [eFJ a- n - - 'ot LJ j rJ ~ ~~ ~ C r::l! rg:-'i L!f-.J! "'-'I i f [J I r!, -- 1:-+ ~.J i ~...., ,,'-' n'f'=r.~-.~.'C1...... '~..~. -- C".'r3.. C ..c..-f9'.~ .....EJ""_ -~-w~c~ ~ U' -- -- _lCC' ~~ - OLe -- I 101 rgg ~ =~='F9.UO.'. .=f'"l '''F1.... r.~..u_-~~. _--'--'-'- _cr-t.d-,-,-,-_Ld--.T"_-' 2. REFER TO PLAN AND SI-IEETS S-5>01 TI-IRU S-5>06 FOR CONCRETE 51-1EARWALL REINFORCEMENT AND DETAILS. [eFJ eu r=l~O-. U~F1 "~cur=1="-n '.JL_~'~; -:~~_n_._:Ld:-=-:c ~ ~ ~T9-~fl~'F9'-"~~ nT~~r*==!_-LLU=::bd-ll~~ (3) lS AT COf<NERS ~ R. . (TY~),. 0 ~...J! I , , N ~ NOTES: L REFER TO PLAN FOR MASONRY RE INFORCEMENT. c.J 3 I OveRFLOW DRAIN----...I ~ I ~ ('<) , ~ ~ OVERFLOW D~IN L REFER TO PLAN FOR MASONRY WEIG:I-IT AND MECHANICAL UNIT LOADS ON P.T. SLA13. ~ I I I. I' 3 " \l') I' I I' , I RD. i~- , \ OVERFLOW DRAIt,l 5W -------- ,- L_ j.., rRO~ j Oli(ERFLOW DRAIN-[ , I , r.., 1-'+-- LJ 5W --------- r l. I I I I' I I I I I I I I i --,-- I nl RD. . :0 @ 2_ SI-IEARI-IEAD OR SI-IEAR STUDS REQUIRED WI-IERE INDICATED ON PLAN. ~.. LJ 1 -1}RD. -Q r, y- _ ~RD~ -, _J -1:==== 0-~ Q I W 12x4~ f-IOl5T BEAM. TOP OF BEAM I" BELOW BOTTOM OF CAP SLAB. REFER TO 2/S-8!Z>2 FOR BEAM CONNECTION. MAS. WEIG;f-IT (INC. f-IIG;I-I ROOF) 1~!Z>~ FLF DEAD LOAD 35~ PLF LivE LOAD f-IlG;f-I MAS. FA~AFET -:; AT I~" O.C. MAX. I OVERFLOW DRAIN-! 3 \l') N , !D I __ @ ST AINLE55 STEEL IE 1/4" X 3" TYP. L 161-1 TN ING ROD (13Y OTI-IERS) ST AINLESS STEEL IE 1/4" X 3" TYF. FLAT ROOF DIMENSION PLAN KD. BLOCK w/ (I) lIS CONT. AT TOP OF MASONRY PARAPET WALLS. W 12x4~ f-IOIST BEAM. TOP OF BEAM 1" BELOW BOTTOM OF CAF 5LAB. REFER TO 2/5-8!Z>2 FOR BEAM CONNECTION. MAS. WEIG;f-IT (INC. f-IlG;f-I ~OOF) 1':l~!Z> FLF DEAD LOAD 35>~ PLF LIvE LOAD OVEI'3"LOW DRAIN PRE...ENG;INEE~ED METAL FAN 5TAI~5 AND LAND ING;S (liZliZl F5F LIVE LOAD) -:; VE~T. ~EINF. AT 32" O.C. MAX. (AT TOWER MASON~"'" WALLS) == ST AINLE5S STEEL IE 1/4" w/I/2"ej;> I-IIL TI-I-IIT I-IY150 ADI-IESlvE ANCI-IOR (:;" EM13ED) INTO GROUTED MASONRY CELL AT TOP AND 130TTOM OF SUPPORT. ~ TOP/ MAS. PARAPET ~ L IGI-ITNING ROD , (BY OTHERS) I 16' . 32' SCALE: 1/16" l' 0" lIS AT 48" O.C. MAX. AT MAS. PARAPET WALLS (TYP.J UND. ~ N ST AINLESS STEEL IE 1/4" w/ 1/2 "ej;> I-IIL TI-HIT I-IYI5>12' ADI-IE51VE ANCI-IOR (5)'' EM13ED) INTO GROUTED MASONRY CELL AT TOP AND BOTTOM OF SUPPORT. <== 3/4 " ej;> STAINLESS STEEL ROD 13ETWEEN DIAGONAL PLATES APPROvED ROOF SEALANT o TOP/FINISI-IED ROOF ~ REFER TO ARC~. AND ELECT. PLANS FOR LIG~TING ROD LOCATION. LIGl=4TNING ROD SUPPORT SCALE: 3/4" = 1'-12''' WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ MOHAN ENGINEERING, INC. n Consulting Structural E,ngineers . I . i i 'd...e$id~~.q(> , v '('-> WP' $ ..c )j .~ .......... :x xx' BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10, 2005 03540 Revisions: 10 . (^':'~:;.~. J'/''''~~&^:::;)''\:") .- " ,~ , , /" , '.,y." ..", - rC<' :,;,,~ .,<..J. . ... "^r.~;I'il..et:r7t6'.I'?ft"7f <!t::~e.?'i';k:h:~,?,<5~ 'I ill = THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK"' UNDER SECTION I 02 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 ROOF FRAMING PLAN NOTES: 1. SLAB TO BE 8" 2 -WA"Y POST - TENSIONED 0,000 P.S.I. CONCRETE UND. 2. TOP OF ROOF SLAB = 00'-0" 3. DESIGN LOADS = SEE SHEET. 4. BT INDICATES BANDING TENDON. UT INDICATES UNIFORM TENDON. :;. POST-TENSION NET EFFECTIVE FORCES THROUGH TENDONS ARE SHOWN ON PLAN. 0- (0- 0. ANCHOR ALL TENDONS AT SLAB CENTER OF GRAVIT"Y. l. DO NOT CORE DRILL OR EXPANSION BOLT INTO SLAB WITHOUT FIRST LOCATING ALL TENDONS IN THE AREA. 3/4" MAXIMUM PENETRATION OF EXPANSION ANCHORS INTO SLAB. 8. REFER TO SHEET S-:;00 FOR COLUMN SCHEDULE. REFER TO SHEETS S-:;01 THRU S-:;00 FOR SHEARWALL DETAILS. ~. REFER TO SHEET S-l00 FOR TYP. POST - TENSION DETAILS. 10. REFER TO SHEET S-~00 FOR STRUCTURAL NOTES. 11. REFER TO ARCHITECTURAL DRAWINGS FOR SLAB DIMENSIONS AND ALL OPENINGS. 12. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL EQUIPMENT AND OPENING LOCATIONS AND INFORMATION. 13. REFER TO POST-TENSION SHOP DRAWINGS FOR ANY ADDITIONAL REBAR OR SHEARHEADS REQUIRED. N ;:" r , 't ~ 0--- -. 14. REFER TO DESIGN WIND CRITERIA AND GLAZING NOTE ON SHEET S-100 FOR EXTERIOR GLAZING INFORMATION. SLAB RE INFORCEMENT SCt4EDULE MARK RE INFORCEMENT 0 (20) -:;T x 14'-0" @ (23) -:;T x 14'-0" @ (20) -:;T x 14'-0" @ (1l) -:;T x 14'-0" 0 (13) -:;T x 14'-0" 0 (11) -:;T x 14'-0" @ (~) -:;T x 14'-0" @ (l) -:;T x 14'-0" 0 (5) -:;T x 14'-0" 0) (8) -:;T x 10'-0" @ (11) -:;T x 8'-0" (0 (8) -:;T x 8'-0" @ (l) -:;T x 8'-0" 0 (l) -:;T x 5'-0" @ -:;13 x 30'-0" AT 10" o.c. 0 -:;13 x 20'-0" AT 8" o.C. @ -:;13 x 20'-0" AT 10" o.c. 0 -:;13 x 20'-0" AT 14" o.c. 0 -:;13 x 20'-0" AT \8" O.C. @ -:;13 x 10'-0" AT 24" o.c. 0 -:;13 x 10'-0" AT 10" o.C. @ -:;13 x 10'-0" AT 48" O.C. @ -:;T x 10'-0" AT 12" o.c. 0 -:;T x 4'-0" AT 12" o.c. (]) -:;T x 4'-0" AT 10" O.c. 0- @- 0- o E 0- eD n o en o o N --i N >. 0- :2' 0' 3' -0 N "'" -0 0- I a 2 ~ 0- c;= 1 o -q VJ /' ''J "'" -0 <( 1 en N o I en o o N /' o 2 u=; /' o <( u /' Q) 0' 0- if> if> 0- Q. l' 0- 3' -0 C 3 /' x '5: > < 2 Q. I Q) .2>- u <( /' :2 IF:-4 _ ____.j B.T. 11) , l\) N c:o , c:o N ~ , c:o N N '- 0-- F = 482 k .__ __ __.--B.1. - N '- N '- '" , c:o 0-- , !II ~ ~~) r I I ~~3 f0 o I I 1 ~---- 1 cp 0 -:-----------t- 1 1 1 .-If , ~ 0) I i.' ,:\'-10" 1/ , 'I I I I I 20'-2" 30' -0" i.' , 30'-0" 30' -0" 30' -0" 1 I F=liO.1 kift 15~2 U.T. r0-) 5~21 I I F = 110.1 kift 5~2 ' U.T. I ~ I 15~2 I 1\ ~ I 11 ~I I M I '1>4 (\') I 1\ CD~@ I CD I \0 ~ :: llt1 -j I I I o c, -@ , 10 M ~J I ~----~- 1 'lrE\ \ ~I 'CJ I rh 5~1 I 4' 1 T\~ I \S( \ \ I t (W) ~) 1 _ rh '\ -l'\l@!I!\..D\ 11 ill G "z 'I' jJ \1\ ~ '"' II! Ii, I~' ! ll~ , , , I D\ ..III ,-GY---- \!J\ II!~ 8'J I I , ~"- C I I m5~1 I 1\4) '"'[eoJ,1 Cl i I, F=:, B.T x ) \'F=liO.1 kift E _II~~ F=:, B.T 1 5~1 5~2 I.\~) I ~( I D [\.F=34.8 kift L "1 r@ i -- r __c-- ,-----j t-----+.-------- I 1 I 0 L I 0 I ( ! I --+ [a:J 10 10 ( , D I \ ( M b F = 402~_ (I) (ij& - ._~ f.l \ \@' '--/ - -~t-l-3 F = 110.1 k/ft U.T. F =:'4 I<.. B.T. 3100' -2" cp cp i-----------------r--- .. 0) ---+---- ~ 1/ '1 I 1 30' -0" I, 30' -0" 1 30' -0" +-, ------------------1(-----------------.-----.------- -.----/.---------.--~.-----------...---~-- - i ! i I i . 32' 30' -0" I 15~2 'S~2 F=3l5 I<. -7 i5~2 F = 10.1 k/ft U.T. '5~2 J:\e I M~ ~ CJ C~: \<~\ I -j ~) I q,li,\~) to) I (0 rh5~1 4' ~ :~ I T I I E I i , I Cp I rh5~1 14' _ F=482 1<..--7 ~ I i 1 1 E) -~) () 1 .-h S~I 4J ~, 1 \j~) -- C 1 1-- rhSHl 4' _ Ii \~~) i I br{~) t------- J-<E> 1J:<"2._ - I E ~..~_ C I rh 5~1 ~ r~: ~ l-'~J kE)~ E ( .+, 5~1 .+, 5~ 1 Y '"' 4J '"' : ~ : '\@') _=-:- rOJ-- - - - - -fJ .. --- ._~. 16' ~ E ~......._ CD rh 5HI Y - :~ rEf' ~_J I F=482 k--J ~ rEf"1 L:-' i (II G ~:'0 I<.. I--) .~_~I j..\d,.I. ~J ../'J -~--- ~)&~2\e ~JI I r{~) ( / -/D'\ --rM S~! I. \,-~ LJ .-1 -- 1)-0) 'f.l. eHI /<0) .... r-- - ~J -! '-7 -.___\ <~)-\ --~~-- (R)-\ - -~ i) ~-- W Wi _ / /-! SH2\ _ ~) \.(~) !/N,,\SH2 \_(~) F=10.1kirt \'') '--- U.T. FLAT ROOF REINFORCING PLAN ~ rnooooom = =nm~ 5HEARHEAD DETAIL 5Hl 5HEARHEAD DETAIL 5H2 ______~__________._ TYPICAL AT SLAB EDGE UN.o. I--SEE TYPICAL DETAILS ON S-l01 FOR PLACEMENT AT COLUMNS. AT COLUMN/BANDED oj LINES CTYP) UND. []] -E---- ~ -- IrA:T MID-SPAN (TYP) UND. -------INDICATES DEPTH FROM BOTTOM OF SLAB TO CENTROID OF CABLE (T"yP) Z <.l . (LQ u-,z I~ Q....." rlL ~- >-- <.lC zc) 1:: . "::Jz, ,.j"::J A...., L)(L 1-->-- <.It B EJ E3ANDED TENDON DIRECTION UNIFORM TENDON DIRECTION TYPICAL TENDON DRAPES WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @ 2003 1 HESe PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYR'GHT PROTECTION AS AND ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER, '990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 5HEAR~EAD DETAIL 5H3 ~ MOHAN ENGINEERING, INC. n Consulting, s,truct~ra.1 ,jE~gineers r-l C.C),A N.). .9,) George t. Mohull P.i: ~~ 156.30 :IRlh Street North, :;uite Fil- Cieorwnlr;1 r l hon (72/) :S,')j gill- Fox (7 / -~---,-------~--~._- SCALE: 1/16" .'0' 1'0" jd t."f . .... .J:: I- f. ", , ~.J' "".- ~)/,r /~ < ) .~ ,./ N/J-dt (- f-'!~ i".('" PROJECT NO. 03540 0) I t 30' -0" I 15~2 c:\e 4 M I cF '\ ~ x rh III III Iii " 'I' "ill! ' I , , , , .~ " 111 !Ii " ~ \!- ~...:e - >- ~II~ '!II , , , , I~ II~ rJ I rEf'1 L:~ I I G -- (l~t-l-~ ~ u -! , -cr @- t -~~~ Wi 105~2\e fE\c ~~ \-.. I I )-0 ( I I rh5Hl I 14' - I .". :~ I \ )--- F = 110.1 Jft I ~ I 15~2 I ) I M 1 F 22 '-I" T-iI " 2':\' -10" F = 110.1 kift U.T. i ~II 1 F= 4510 -k------@ B.T. I I I I 15~2 I ~ I f c \ eJ ~ I I I T ~ I r ~~ ~Tx20'-0" (~ I 5~2 H M " F CD I Irh5~1 4' _ 1 I E .l. I T I I F = :''30 k B.T. - I L I. l .~~ 'oJ ~ ~ ,{II ~ (2) ~Tx20'-0" W [eoJ F=:,'301<.. C)m5~1 r5~2 I~ B.T'0 y.; _ '\::.J I E L '-@ I C I' I ..h 5~1 I ~ - I ~ 1"\ /\ [eoJ b \!:J I r-' )--- F=2'35 ~ft rEF'\ L:~ I G rrSJ.-U- LJ -- j ~ _ Wi I, \ ~ I ., t-@~ ,,'{ 8> --4 I . T IP {0 '[ 'I : ru f::\ I 0~ ~ ,@( ((~ ('.----00([;11 ~ I G ~ ~ \.J \ LJ cki ;-ill, l ~nr--J Iv\ __-=_ :_n__-' u. ~ ....:.0; -,.' LJ ~ ---..' ~_n_ - i - ~ \~ F4i~~(v), 1 ~ i \.(c.) '0/'i \ ~ ~~- - , -~--- F=34.8 kift I ~ i ~ ~ QlI '"' Wi - Wi - _____ --1*-+.---- _ \, 'r W ~~+~4 I<.. U:0 10 ~ -105H2\e G ~ GA G ... l~ ,\ 0}() () ~ > E' Ie) ~ ~ "'---. :tJ ~;:-----1 ~ = :,:;n.- I 'I .T. &~ Z +'j I ". 1 I ' --0- -'.l I>p 1 , r ~ I / ~ 5~2 ~ ~ F=2'3.:' kift U.T. j ~ / r\ \ r\ F = 134 I<.. \:':Y \!:J \!:J B.T. F=402 I<.. I~ -~i0 o c;;-;\ 0- ~~~~ ~fE:9\ '\.// 1'::\1 F=10l ~ ~ B.T. c I; . ./ :,..~ _._.._~._.___~. _1 ."'("'1, I( h. ". '";Va:, ,,,...t~"I.:..J. ~_ C, BPRC Submital: Date Plotted: May 24, 2005 Date Issued: January 10, 2005 Revisions: ~ Addendum #2 February 14, 2005 (GENERAL REVISIONS) 03540 100% Construction Documents Flat Roof Reinforcing S-40 1 ROOF FRAMING PLAN NOTES: QB 1. SLAB TO BE 8" 2-WAY POST-TENSIONED 5>,000 P-S.I. CONCRETE UND. I" 2. TOP OF ROOF SLAB" 66'-0" 3. DESIGN LOADS " SEE SHEET. 4. BT INDICATES BANDING TENDON. UT INDICATES UNIFORM TENDON. 5>. POST-TENSION NET EFFECTIVE FORCES THROUGH TENDONS ARE SHOWN ON PLAN. 5H3 o (0 F=45~ k B.T. 1 lJ'8"'!7 "'!71O)12 " 1 ~ -410)24" 8**!7 B**!7 ~ ~I - II ~I ~I 6. ANCHOR ALL TENDONS AT SLAB CENTER OF GRAViTY. l. DO NOT CORE DRILL OR EXPANSION BOLT INTO SLAB WITHOUT FIRST LOCATING ALL TENDONS IN THE AREA_ 3/4" MAXIMUM PENETRATION OF EXPANSION ANCl-lORS INTO SLAB. ll) , I1l N B. REFER TO SHEET 5-5>00 FOR COLUMN SCHEDULE. REFER TO SHEETS S-5>01 THRU S-5>06 FOR SHEARWALL DETAILS. ':I. REFER TO SHEET S-l00 FOR TYP. POST - TENSION DETAILS. CD 5H2 F.!;>':l0 k B.T. lJ' B-5 ~ CD o CD 30'-0" 30'-0" 30'-0" 5>-12 I F=I~.1 klft ,5>-12 U.T. ~ I 0 - I I d)1r:Ef:1 - L::J ~I ~I I ~J lfll ;1410)24" ~ ill 5HI ~ lfl ~ ill r, 5>-11 ~ lfl 5H2 .r--, i -, 10. REFER TO SHEET 5-500 FOR STRUCTURAL NOTES. II. REFER TO ARCl-lITECTURAL DRAWINGS FOR SLAB DIMENSIONS AND ALL OPENINGS. N ::::, I1l , ~ N r , 12. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL EQUIPMENT AND OPENING LOCATIONS AND INFORMATION. 't ~ 13. REFER TO POST - TENSION SHOP DRAWINGS FOR ANY ADDITIONAL REBAR OR SHEARHEADS REQUIRED. F.!;>':l0 I<.. B.T. 5>-12 lJ' ~ o 8~ 14. REFER TO DESIGN WIND CRITERIA AND GLAZING NOTE ON SHEET S-100 FOR EXTERIOR GLAZING INFORMATION. ~ , ~ N SLAB RE INFORCEMENT SCHEDULE MARK RE INFORCEMENT 0 (10) lI5T x 12'-0" @ (14) "'!7T x 14'-0" @ (14) lI5T x 12'-12l" @ (l12l) lI5T x 10'-0" 0 (12) ~T x 10'-I2l" 0 (112l) lI5T x 8'-0" @ -4T x 6'-0" AT 24" O.C. 0 -4T X 4'-0" AT 24" O.C. 0 (2) "'!7 x 12'-0" TOP 4 BOTT. @ (2) "'!7 x 8'-0" TOP 4 BOTT. <D .4B AT 12" O.C. TEMP. @ lI5T x 4'-0" AT 24" O.C. 0 (10) lI5T x 15>'-0" @ .4B AT 12" o.c. EACH WAY @ (6) lI5T x 8'-0" @ .413 x 15>'-0" AT 16" o.c. 0 (8) ~T x 8'-0" 0 ~T X 20'-0" AT 12" o.c. 0 .4T X 12'-0" AT 24" O.c. 0 ~T X 12'-0" AT 12" o.C. @ -4T X 8'-0" AT 12" o.c. N ::::, "- F. 482 k . .B.T. ~ o -51-1-;' . ~ ~ cf\ . I1l "- . !D o 1I51O)12" 15>~ ~II ~I "'<t -I II ~ 1f\ 5HI II II II II II II II :1 " I 'I II l~=============~ JJ I I @ ~'-10" 20'-2" (}) CD o 0) G 5H2 .l\ I 8415 ~6112" ~ 8 ~ I ~ (}.) ..~;' I -".,...-;.':.''' ~.l "'JJP. ~ 1".r":'~~jiIP I ~~ >,,'t'<'I:t';f.-'.~:.,' @ @ 22'-1" l' -II" 2':'l'-6" @@) @ 3'-2" 1115>"'!7 I I I I I I I I II I I I Iii 1,1 Iii i 15>1I5 I I ~11r'IF' __ ''f-' " I I (ill' I __ I I " I I - I I I I .l\ I I- .. 113 1f\ I Ill) -II I I 15>~ 11410)24" F= 16.1 I<..Ift ~I ~I i l I I 5H2 8**!7 114ofil24 " 360'-2" 30'-0" 5H2 5H2 30'-0" 30'-0" 30'-0" 30'-0" F=16.1l<..1ft U.T. 51-12 F=456 k B.T. (0 1fl1 1f\ - ri,51-11 15>"'!7 11410)24" ~I I 0 ~I ~I BlI5 ~I I ~II -I ~I F = 16.1 k./ft U.T. 5H2 5H2 #410)24" ,5>-11 #410)24" 15> **!7 ---- "'!7ofilI2" \P ~ 5H2 8"'!7 F = !;>~0 k B.T. ~ 1f\ I [a:J LJ 15> **!7 ~410)247 -- 1 .4 ofil 24 " ~ 1f\ ,51-11 ~ I ill ~, 51-11 '5H2 B**!7 ~I I 0 ~I ~I F=16.ll<..Ift ~I ~I "'<t -I 8~ F = 5~0 k B.T. o ~1O)12" 15>-:;' 11410)24" -410)24" ~J <ill i \PI ~ 1 0 ().) ..~.~-- 15>"'!7.~~''\I4ofil24'' o. J '..~.f"'~"'''' ".n" \p*';Y ~l ',l}::.i , 8115 15>~ 11410)24" B-s lO4 ofil 24 " ijl 8 **!7 ~I I t ~I <il lfll I I rEF! L:-' 15>~ 46)247 ~ - I:;,~ - -**!7~2-;;- ra;1 \p L:CJ ~ 51-12 ~ ~ . ~ CCI F=402 k B.T. @ - N . ll) @ F = 10l k B.T. (ill ijl I ~ ~I i 811& _ _ "'!7ofilI2" F = 34.13 klft lO41O)24 " 8'S - r- F==:.4 I<.. BT F=IIO.I klft U.T. F.!;>4 I<.. B.T. A.: //.. / . "",y" /-r' ~,"7:"'!'" ,.,'J. /,." /' ',' ,., ~ jt!"~ , ftf',; /,' ,.' ol-iEARl-iEA~'ET AIL ol-i1 ol-iEARl-iEAD DETAIL ol-i2 7 TYPICAL AT SLAB EDGE UND. [I] < rSEE TYPICAL DETAILS ON S-l01 FOR PLACEMENT A T COLUMNS. AT COLUMN/BANDED [JJ LINES nyp) UND. :> I AT MID-SPAN (TYP) UND. 2 -<t. (LQ d'>2 .:) 0" rrL 1-1- -<tt 20 r: . ::::lz. --1::::l (), (j(L 1-1- <It INDICATES DEPTH FROM BOTTOM OF SLAB TO CENTROID OF CABLE (TYP) B BANDED TENDON DIRECTION UNIFORM TENDON DIRECTION TYPICAL TENDON DRAPEo l' F=134 k I B.T. ~I :1 "'<t -I I \P lfl - r,51-11 ,51-11 B4l5 B**!7 ;1410)24" 114ofil24 " ~I 10 ~I ~I 15>**!7 ~I I ~I ~I 15>~ .410)24" F=3lE> k 15>~ ~ ill r,51-11 ~I ill ~, ~ ill r, 51-11 r,,' L.::.Jr.;;, ~-' ~J ,5HI I I 15115> 15>~ 1146)24" i41O)24 " ~I I I \P II ~r:0l1 ~-' I \pI lfl : - r', &1-11 11410)24" If\ ill ",,&1-11 LJ LJ F=4B2 k ~I :1 "'<t -I I lfl lfl ,5HI = II ~ : ~I tl II ~ lfl - r' 51-11 1:;,"'!7 i41O)24 " L:.J 15>~ .:.,1., r.".J;.~~' ....-:",)'" ' ",":,:.Ii' ~~~.~y r...-' ..r';rfJ' ~-' , .;;-.,.. - I ~..\", - <ill lfl ~J I 15> **!7 i41O)24 " o ~ i ~ 8115 .. ,".; ,-..,;"...1' .~ #410)24" 5H2 ,(:; '.. F.-.... /"c' .".":., "".. - .r'" /,': ,;tI:..' , ,,.:,{ , ~. ~.' 51-12 #410)24" 1-", r:J rJ F = 4B2 k [BoJ (ill "",'ii .;'!:"f?:~' ~ P":f,d/' [f.'9'" 1-' . "/1;.';" L,.f;~'. ,t~~tJ "1:/' . rr't:~i' ",..(>-v- F=4!;>6 k J"';'-- .",<.\J- ~ ..,.,'i";~ 1f\ -c;liI'~'" ~ "', SHI \PI \p~J I ~I \il[f.,1 \P 1-'1 I \P !!} r,5HI ~ ill F, ~I-II ~ !!} r, 51-11 LJ LJ LJ LJ 15> 115 15> 115 15> 115 t ;1410)24" ;1410)24' 114ofil24 " \P ~ ~ ~ lP ~ If\ ~ 8115 8415 8115 5>-12 5H2 51-12 F=16.1l<..1ft U.T. FLAT ROOF REINFORCING PLAN WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. '990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlON ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 32' SCALE: 1/16" l' 0" ~ ,.. '. " F=2~5 I<..Ift \PI 1fl1 15>~ 8415 F=134 I<.. I B.T. r- --1 F=54 I<.. IBT I I I. I , I I I I I I I I I 5H2 F=2~5 I<..Ift U.T. ol-iEARl-iEAD DETAIL ot-43 ~ MOHAN ENGINEERING, INC. n CO~sulti~9 ~tructural ~,ngi~eerS "\1..-e~i d(:lQ<.;:> .', e,,' t~ ;4: ~ .~ !'+ I I, . (.f~:i.~'/' './'/"~~b~:;~:~') , _. ^./ . fC .......J '>wo'''' .... '/'~~""f~kL.('''''~'~#^'! i><:';V:; .w~",' / "";:'......:,;......"". .....-'0f <r.' f!' ,,",".~"- ~'.'~" ,...... .7;.......,.:7 ~.........*1.! "',". "<'., ..,.... /0- PROJECT NO. 03540 .. BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10.2005 Revisions: 03540 r' E o n n o Ul C) o N ~ N ^ o :2 U> "< -U N """ -U o I o 2 I -U CD D- o Ul I N CJ .q- (j) /' N """ -U <( I Ul N o I Ul C) CJ N -::; u -b (j) /' o <( u /' CD U> o Ul Ul o 0- SLOPED ROOF FRAMING PLAN NOTES: I. ROOF FRAMING TO BE PRE-ENGINEERED METAL TRUSSES AT 24" O.C. MAX. UND. 2. SEE ARCI-IITECTURAL SECTIONS FOR METAL TRUSS CONFIGURATIONS. 3. CONTRACTOR/ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING. " 4. METAL ROOF DECK TO BE 1 1/2",22 GA., GALVANIZED ~ TYPE "B". FASTEN ROOF DECK w/ 1110 TEK SCREWS AT 6" o.c. AT EACI-I SUPPORT AND (1) 1110 TEK SCREW AT SIDELAP AT MIDSPAN. OPTION: 1",22 GA., GALVANIZED TYPE "E". 5. ROOF SLOPE = 4 / 12 UN.O. (0 @-- GB CD -H--I ------------r 1" . i 312"-12''' I 312"-12''' --,j' / -' --~--------- r I I 0) ---L I 3612"-2" 0) CD 0) I-~---------------+. -------------~------------i---..--- : I Sf I; , I I I ~ ~ I ,'-10' t ~ t 1 I 312" -12''' I, " 312"-12''' 1 -----+---..--- 1 1 I i 312"-12''' i 312"-12''' .---;{--------- .---- - - --------- -------------- T I I i 1 I I I I I _____T I T 1 I 312"-12''' I / 'i I I T 1 I i Ii I ti;~ eX;,1 la] L.' 6. TRUSS BEARING ELEVATION = 82'-0" UND. l. I [INDICATES MODEL NUMBER OF STEEL CONNECTION I-IARDWARE BY SIMPSON STRONG-TIE Co., OR EQUiVALENT UND. ALL CONNECTORS ARE TO BE FULLY SCREWED. Ll) , li) N I -- I - --- - f- f- - - ... - - - -I 1'1 --II I ~ i 1 [E.] 1 (;~;1 , r:-, c"'~ I I T 11 I ['il".I' r .(,X~~ I (oY;ij TI r 1 r rT" [ I[F1 L..J 312" -12''' 212"-2" -+ ''''1 L-J I r:'"l' l!'J I i 1 8. CONTRACTOR TO VERIFY SIMPSON TRUSS I-IOLDDOWN CAPACITY w/ WIND UPLIFT FROM TRUSS MANUFACTURER AND NOTIFY ARCI-IITECT /ENGINEER OF ANY DISCREPANCY. ~. ( ) INDICATES TOP OF STEEL ELEVATION. REFER TO PLAN. 10. ALL TRUSS- TO- TRUSS CONNECTIONS/I-IANGERS BY TRUSS MFR. TYP. 11. REFER TO DESIGN WIND CRITERIA AND GLAZING NOTE ON SI-IEET S-100 FOR EXTERIOR GLAZING INFORMATION. 0- - - -. [so] i i 10 -- It -~ HI T 1-- .... .... --- ------ - -~ __9___ I I I I I I I I i I I I I I , I I 1 1 I I i i 1 i I I N ~ li) , I 1 I I I i I SLOPED ROOF FRAMING PLAN WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ MOHAN ENGINEERING, INC. n ~onsult/~gc.7)t~uci~~)raI4E~)gineers Ccorgc t. MOrlOrI f i 1'.1-__ I~ /1 r I li) N I I I I I SCALE: 1/16" = 1'-0" 13630 58th Street North, Suite 10/- Ciemwot , l:Jh one (n l) ;--)):)-- C) T71- Fax (/21) 't ~ I ~Ji I \ I - - i- ! - +- , \ I I ---~ I I _u r- TRUSS MANUFACTURER NOTES: L TRUSS TOP CI-IORDS TO BE 16 GA. MINIMUM. TRUSS BOTTOM CI-IORDS TO BE 18 GA. MINIMUM. (0 2. TRUSS MANUFACTURER TO SPECIFY BOTTOM CI-IORD TRUSS BRACING MEMBERS, LOCATIONS, AND CONNECTIONS AS REQUIRED AT UNBRACED BOTTOM TRUSS CI-IORDS. ~ I li) N 3. MINIMUM BOTTOM CI-IORD BRACING TO BE CONT. 3 5/8", 18 GA. METAL STUDS AT 2'-0" OC. MAX. wi 3 5/8", 18 GA. METAL STUD DIAGONAL BRACE AT EACI-I END AND AT 20'-0" o.c. ALONG CONT. BRACING LENGTI-I. FASTEN EACI-I MEMBER wi MINIMUM (2) 1110 TEK SCREWS. INSTALL ADDITIONAL BRACING AS SPECIFIED BY TRUSS MFR. N ~ ~. ..- -- /~ (0H/ ~ ~ 4. REFER TO SI-IEET S-201 FOR DESIGN WIND CRITERIA. li) ~ , ~ o '2 o "< -u c 3: /' x 3: > /' .~ 0- 1 CD .~ U <( /' :2 tE>J I I I I I -+:I i H [nj ~rt:L]:l:J: 1 [E.JI0~ I I =h=d:flb:J::U~ r.) I c"~te'J :t;d:td~cr.bltw: I c,& I I ~ 1/'_c~~ ct~ A --t~~ I L, /4 "\.. I ~--tt=-" "uc-= ~t-7'V __~_ - ~ _1- - -- ~ -t, q _~_- - ---J - - - - - \1-1 }/ II \ I "\ =nr= i 1=l // : ...,,:', ---it=- -+:--7 i: Iii K-t-H-- -7 I II It ~ -i e-' ~C=I ' III~ dJ3;) - rJ ~ rEfli ~~i I 1- I 1 I I I I I I I I (3'\.. 7 TRUSS BRG. ELEV. = 82'-12''' 16' . 32' ,,- . 0' 4' @2oo3THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTlOI-l AS AND 'ARCHITECTURAL WORK' UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USQ. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THF PROTECTION INCLUDES BUT.S NOT liMITED TO THE OVERALL FORM AS WELL AS THF ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, "-, ..c i- . c.__ 1 " r ( '. /" 1 ~ . 't \-' (. ~' .j " ,. . "" ,.". -)// "" "./1/'"'' ) ) ~ .,..r.~, .'1.' jI {"!' PROJECT NO. 03540 (if:) I I I I o I 1 i ~ '1 I I 1 i I J . u_ 1 I tiel r~ I I ---I '..'\ l_~ t I I I I 1 , 312"-12''' 22'-1" 2~'-6" I i I 1 G I I I I o I I I ! !! ~~: +-- - - 1- -1- - - I I I I I i i~] -~--- f- ~ ___ --1-- I I f- II = I I _ .] II = 1 ~ '1- ~ Ira ~-f3-' EJI- - 0% - -- ,_. ~KV ~", I 0 0 0 0 0 ~ r~ 0 0 10 0 0 I i~ ["J\ ~~...-\ I _ ~ =-j::-I-- ---- I"\. {.Olo (?Xo) ~ ~ , f4\ I~ - -_.=---=~ -=-=--=--=-=-~-- ..... I w r= ~ '" - ~ "" r- --7.L :' ~,.. ,. / I . II Jr[ ,,::~=-=F- / : I ,..f' -IMI- I / 1'\.'1" I: \..1 I!\ "1 1 '\ Li~ 1~~ ~ _ ~ 1'{97. K II ---il- II I~~ i ...... n, II iii II Q IT .~ T ~ ~ r.:w - N I ~ I i i ..-.J E.9 (3' 7 TRUSS BRG:. ELEV. = 82'-12''' ~ ~:, fl'~ r.:" r\1- V .~\-U .. BPRC Submital: fi ~@~nW~ r;< , ~t;r~-~;-,.-._~~ JC-J , )1 '. "'1:.lj ;;)Vv_\:l -~,-~ "'..;;,.. ,;::.~~-~--~O.. 540 Date Plotted: May 24, 2005 Date Issued: January 10, 2005 Revisions: ~ Addendum #2 February 14, 2005 100% Construction Documents Sloped Roof Framing c~~;s 5-402 SLOPED ROOF FRAMING PLAN NOTES: I. ROOF FRAMING TO BE PRE-ENGINEERED METAL TRUSSES AT 24" o.C. MAX. UND. 2. SEE ARCI-IITECTURAL SECTIONS FOR METAL TRUSS CONFIGURATIONS. 3. CONTRACTOR/ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING. 4. METAL ROOF DECK TO BE I 112",22 GA., GALVANIZED TYPE "B". FASTEN ROOF DECK w/ -10 TEK SCREWS AT b" o.c. AT EACI-I SUPPORT AND (I) -10 TEK SCREW AT SIDELAP AT MIDSPAN. OPTION: 1",22 GA., GALvANIZED TYPE "F". 5. ROOF SLOPE = 4 / 12 UND. b. TRUSS BEARING ELEVATION = 82'-0" UND. l. I IINDICATES MODEL NUMBER OF STEEL CONNECTION I-IARDWARE BY SIMPSON STRONG- TIE Co., OR EQUivALENT UN.o. ALL CONNECTORS ARE TO BE FULLY SCREWED. 8. CONTRACTOR TO vERIFY SIMPSON TRUSS I-IOLDDOWN CAPACITY w/ WIND UPLIFT FROM TRUSS MANUFACTURER AND NOTIFY ARCI-lITECT /ENGINEER OF ANY DISCREPANCY. ~. ( ) INDICATES TOP OF STEEL ELEvATION. REFER TO PLAN. 10. ALL TRUSS- TO- TRUSS CONNECTIONS/I-IANGERS BY TRUSS MFR TYP. 11. REFER TO DESIGN WIND CRITERIA AND GLAZING NOTE ON SI-IEET S-100 FOR EXTERIOR GLAZING INFORMATION. TRUSS MANUFACTURER NOTES: I. TRUSS TOP CI-IORDS TO BE 10 GA. MINIMUM. TRUSS BOTTOM CHORDS TO BE 18 GA. MINIMUM. 2. TRUSS MANUFACTURER TO SPECIFY BOTTOM CI-IORD TRUSS BRACING MEMBERS, LOCATIONS, AND CONNECTIONS AS REQUIRED AT UNBRACED BOTTOM TRUSS CI-IORDS. 3. MINIMUM BOTTOM CI-lORD BRACING TO BE CONT. 3 5/8", 18 GA. METAL STUDS AT 2 '-0" o.c. MAX. w/ 3 5/8", 18 GA. METAL STUD DIAGONAL BRACE AT EACH END AND AT 20'-0" O.C. ALONG CONT. BRACING LENGTI-I. FASTEN EACI-l MEMBER w/ MINIMUM (2) -10 TEK SCREWS. INSTALL ADDITIONAL BRACING AS SPECIFIED BY TRUSS MFR. 4. REFER TO SI-lEET S-201 FOR DESIGN WIND CRITERIA. o @ CD 83 o 8 CD CD "' , 1" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 8 (}) CD (0 o G 0) 3160'-2" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 2':l'-b" If) , ~J [ePJ I '" ::::, r (1) I , l\) ~ N [eFJ ~ ~J I I I I , I I" 0 .j I [a=J ~J -.\l [irJ , ~ d:l '" ~J CD CD (f) N I ::::, '" ({\ , !D 0 d:l '" . ~:t.. ~'" .Ii!, . '~j~ '"'-~' .,~~, '""'Ii~. " ~I. \\~ , ~ .~, "'...." " ~~, "'l i~t, .;;;"'" .t;cf .,~,. .ft.~ "," ~,,#, ~;t" :;,f' I,>i~ ,p IW' (~. ,./ ..', .!" ~." ..,r /1" / / / WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 <Cl2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT FROTECTlON AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. o ~J I [a'J ~J ~J ~J ~J [a:J I.' I r ~J I [EFJI [s=J o .~' J i;""'" .~....~ r:.:\~\ @00 "' , 1" 3'-2" @ [eo] o '" ::::, ~ , ~ (f) @ '" , !D @ TRUSS BRG. ELEV. = 82'-0" SLOPED ROOF FRAMING PLAN SCALE: 1/16" = 1'-0" . 16' 32' ., ., . " ~~. ~.. "\~ ~.., "', -', " " ~ MOHAN ENGINEERING, INC. n Consul~ing struci~ura..1 Engineers '. I i I II i I i '~" II ",,<->>sid€~h..' . '\.~""'" ,. ..... 0(<::" h. . '(;~..t'<..' ~'4' ~ , ,~, t"'!' BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10, 2005 Revisions: ..~:~ ., ./ ." (f~'.;'/;:'') ^~~?'4~UJ!:t>('.7pt'f'~ ~~.:? "c~ekt;('!:,?<7 . i. PROJECT NO. 03540 03540 100% onstruction Do P05T - TENSION SLA6 SEE PLAN FOR 5LAB REINF. z ~ -.J lL ill ill d) OFFSET BEND 1:/& MAX. SLOPE TOP/BEND = TOP/SLAB FOST - TENSION SLAB ROOF .0 , (, , ., ,", ..,; - N CONSTRUCTION JOINT -Q-lL ~ ~-.J~ <t(t0 lfi ![ ~ ~ r2 "<to U SEE PLAN FOR SLAB REINF. " ,j.~ FI . FLOOR (TYP) " " .(: ., ~ " ~ -.J lL ill ill d) 90" STD. ACI !-lOOK AT DI5CONTINUOUS eARS. CONSTRUCTION JOINT .;.~ NOTE: 13ARS TO LAP IN LONG DIRECTION OF COLUMN AS SHOLUN. .IND ICA TES RE INFORCING 13AR A130vE TO BE PLACED AT THE OUTSIDE. (i' - ;:- ^ . '~-- o INDICATES LAF BAR FROM 6ELOW TO 13E PLACE AT TI-IE INSIDE. ,~': 5EE SCI-IEDULES FOR FILE CAF/GRADE 6EAM, COLUMN SIZES AND REINFORCING 0- -Q-~ ~-.J~ <t .0 lfi~~ ~r2 "<to u "-~ ,., ,. .. . "..' .,., ,~. "." . . . . ,. . . ,,", . ~ . -;, / ~ . ' 6 " f .....;~ '" "' J) '. ,":; -" {,. (:.~ .~ .'~ ,~ ~ /. I " " '-:,6 /.', " ~ · ,=,. · 1'.~ e-'"..~-'; /, ~'- . 6 r'----:\--~.~, I U "I' "Q" ^~ {~ ....3 ," ~ . c ~ . ..' e," .". .", . ,-; -:'": /.0 r -t,- ..:..,;, -:: - ,"- - -, , ..:; I Q' "I " . . .u." 4!0 . ^,t. ., "'f:: ,,(~ ["-;----;-l .'; .(': FILE CAF. REFER TO SI-IEET S1.iZ>1 1/&"4' DRILLED DISPLACEMENT FILE CD c;c':~~~!;~<2>:::OLUMN REINFORCING DETAIL <;-J ('~: 1/3 Ea. ....: ., ....: d) 5 u 4" EQ. 3iZ>4' LAF <: 2/3 SlZ>" STD. ACI !-lOOK AT ENDS OF BEAM. 4 - S /~ " t, '~'. /. ....: ., ....: d) z o u ~ v ~ STIRRUFS " WI-IERE NECESSARY SPLICE TOF STEEL AT MID SFAN '" EXTEND BOT BARS /&" OVER SUPPORT UNLESS BARS ARE CONTINUOU5 ,(i ,f., ~.; /i 1'-4" 2' 5EE FLAN FOR UND. STIRRUF SFACING ~. , . /.: " OFEN OPEN " @CONCRETE BEAM REINFORCING DETAIL NOT TO SCALE '" " .;f CONCRETE BEAM SCHEDULE RE INFORCING MARK 51ZE REMARKS CONT. BARS STIRRUFS C61 e" x 1/&" (2) lIS T 4 13 "'3 AT /&" O.C. TYPE "A" C62 12" x 24" (2) .., T .t 6 "'3 AT 1tZl" O.C. TYPE "A" C63 12" x 24" (3) 1I8 T 4 B "'3 AT 8" O.C. TYFE "C" C64 12" x 32" (2) .., T .t 13 "'3 AT 12" O.C. TYPE "6" (2) lIS MIDDLE C135 12" x 32" (4) "e T 4 13 ~ AT 12" O.C. TYPE "D" (2) lIS MIDDLE d) oc (f'--~ (f'-.-~ ff--!i ill l- I I I I. .1 ~ I I I I I -.J I I I I I 3 I I I I I I I I I I t- I I I I I 10 I. .1 I I. .1 ~e) I I I I I Ii ~ I I I I I I I -.J 0- I I I I I I I U I- 1 1/2" CLR TYF. ~ I I I I I I t- I I I I I - '-- (TO STIRRUFS) I I I I I I I I. .1 ~~ ~--~ ~_._~ ~-- . ~ ~ TYFE lie II ~ NOTES: 1. REFER TO 2/S-5lZl0 FOR CONCRETE 6EAM REINFORCING DETAIL. 2. REFER TO 3/S-SiZ>0 FOR TYPICAL ARCI-IED CONCRETE BEAM REINFORCING DETAIL. 3. BEAM DEFTI-I5 MAY 6E INCREASED AS REQUIRED FOR MASONRY COUR5ING. 4. 60TTOM OF 6EAM ELEVATION AT TOP OF OFENING UN.O. COLUMN SCHEDULE REINFORCING MARK 51ZE REMARKS VERT. TIES CCI 12" x 2'-2" (e) .., "3 AT 12" o.c. TYFE "A" CONCRETE CC2 12" x 2'-1lZl" (1iZ>) .., "3 AT 12" O.C. TYPE "6" CONCRETE CC3 12" x 2'-1lZ>" (II) .., "3 AT 12" o.c. TYFE "D" CONCRETE CC4 12" x 2'-1lZ>" (1iZ>) .., "3 AT 12" Q.C. TYPE "C" CONCRETE CC5 12" x 2'-iZ>" (b) .., "3 AT 12" O.C. TYPE "E" CONCRETE CC0 lb" x 2'-8" (8) .., .3 AT 12" O.C. TYFE "P CONCRETE CC1 e" x 12" (4) lIS "3 AT 12" o.c. TYFE "G" CONCRETE cce 8" x 10" (4) ~ "3 AT 12" O.C. TYPE "GI" CONCRETE CCS 8' x 19 1/2" (4) ~ "3 AT 12" O.C. TYFE "G" CONCRETE CCIiZ> e' x 2iZ>" (4) ~ .3 AT 12" Q.C. TYPE "G" CONCRETE CCII e" x 23" (4) ~ .3 AT 12" O.C. TYPE "G" CONCRETE ~ ~ rri' /~ e~ , ,~ re--T-'--T-'--~ '). / \ // \ 1 1/2" CLR. ~ 1 I I ~ /// ~ (TYF.) " I I I I /1i\ / ~--~--~--~ ::- / \ // ~ // \ // , t 2'-1iZ>" t~< / ~ / J ~ ~~ // ./ 2'-2" ~" ~ 1 .......... / r- TYFE IIA" I ..........~/ ~-----~-----~~~-~ I I . ~ I I~ I I I II I I I I II I I " - - ~-----~-----~---~ I I, ~ ~ I I " .----- I I ~---~---.---~---~ I ~--~ I I ~ = - I I N I I I 1/2" CLR ~ I I I ~ I 1 I (TYF) '1 I I I I I 1 ~--~ N - I I ~---~---~---~---~ - ~ I I (' I I I I I - 1 I J I I - ~ __...!J I I 2'-1iZ>" I I ~<-- ~--~ T1FE "611 T1FE lie II , ~ ~ ~ l' -ltZl" l' -tZl" re----~----~ ~----~----~----~ T1FE liD II I I I ~ I I I I 1 I I I I I I I "<t - I I I I ~----~----~ - I I I I I - - ~ I I I I J ~ ~----~----~----~ 2'-0" ~ I ':-----~ I J ~ 2'-e" ~-----~ TYFE liE II TYFE "F" TYFE "(;;" REFER TO 1/S-50iZ> FOR CONC. COLUMN DETAIL. CONCRETE COLUMN SCHEDULE COLUMN 2-8,5-8 3-8 2-A,3-A 1-8, 1-C 6-8, 8-8 4-A, 13-8 14-E.1 9-8, 11-8 13-C, 2-D 14-E.9 12-8 3-D LEveL ROOF EL. = /&/&' -iZ>" /& TI-I FLOOR EL. = 54'-0" 5 TI-I FLOOR EL. = 43'-4" 4TI-I FLOOR EL. = 32'-e" 3RD FLOOR EL. = 22'-iZ>" 2ND FLOOR EL. = 11'-4" FOUNDATION SIZE vERTICAL TIES TYFE SPLI CE STRENGTI-I SIZE VERTICAL TIES TYFE SFL ICE STRENGTI-I SIZE vERTICAL TIE5 T"(PE SFL ICE STRENGTI-I SIZE vERTICAL TIES TYFE SPL ICE STRENGTI-I SIZE VERTICAL TIES TYPE SPL ICE STRENGTI-I SIZE vERTICAL TIES TYFE SPL ICE STRENGTI-I EL = (-)2'-0" UND. 14" X 2/&" (/&) ~ lI'3 AT 12" "F" LAF /&24> 5,0iZ>lZ> FS I 14" X 2/&" (/&) ~ ~ AT 12" "F" LAF 024> 5,iZ>0lZ> FS I 14" X 2/&" (1iZl)1i9 ~ AT 12" "E" LAF /&24> ~ ,iZ>iZ>lZ> P51 10" X 20" (10) 419 ~ AT 12" "6" LAF 024' ~ ,iZ>0lZl PS I ~ ~ 1 1/2" CLR. (TYP) 711 r.--.-7i1"7'il-.-~ I I I I I 1 I I I I I I I I I I I I I I ~_~_&~_~_...!J J 2'-2" TYFE "AII re----7ij----~ I I I I I I I I I ~----~----~ J 2'-2" T1FE "F" 14" X 2b" 14" X 2b" ( /&) -e .3 AT 12" (12) 419 "3 AT 12" 14" X 2/&" (10) 1I8 .3 AT 12" "E" LAF /&24> 5,00lZl PSI 14" X 20" ( ltZl) 1I8 "3 AT 12" "E" LAF 024' 5,iZ>00 P51 14" X 20" (10) ~ .3 AT 12" "E" LAF ~24' b ,(1)00 FS I 14" X 20" (llZl) 1I8 "3 AT 12" "E" LAF 024' /& ,tZl0iZ> PSI ~k- "<t I ;...- ~ ~ ---" 6-F, 7 -F 5-C, 6-C 8-F, 9-F 8-C, 9-C 10-F, 11-F 11-C, 12-C 7 -E, 8-E 9-E, 10-E 10" X 20" (b) ~ lI'3 AT 12" "C" LAF /&24> 5,iZ>iZ>lZ> PSI 10" X 2/&" (/&) ~ lI'3 AT 12" "C" LAF /&24' 5,iZ>iZ>0 P51 1/&" X 2/&" (/&) ~ lI'3 AT 12" "C" LAF b24' b ,iZ>0iZ> FS I 1/&" X 2/&" (b) ~ ~ AT 12" "C" LAF 024' o ,iZ>iZ>lZl PSI 14" X 2b" (b) 1I8 lI'3 AT 12" "F" LAF /&24' 5,00iZ> FSI 14" X 2/&" (b) lt8 lI'3 AT 12" "F" LAP /&24' 5 ,iZ>iZ>0 PS I 14" X 2b" (10)419 lI'3 AT 12" "D" LAF 024> b ,iZ>0iZ> FS I 1/&" X 2/&" (1iZ>) II1lZl ~ AT 12" "A" LAF 024> ~ ,(1)iZ>lZ> PSI (e----7il----~ I I I I I I I I 1 I I I I I I l.!...____~____...!J J 2'-2" TYFE "e" re--.--7ij--.--~ I I I ~-----+----~ ~-_._-~-_._-~ J 2'-2" TYFE "1-4" 1-A.1, 1-0 7-8 12.9-A.1 7-C 2-C,3-C 5-A. 1, 6-A.1 7-A.1,8-A.1 9-A.1,10-A.1 11-A.1, 12-A.1 1/&" X 2/&" 1/&" x 2/&" 14" X 2/&" 14" X 2b" 14" X 20" 5.4-0.5 11.7-0.5 5.4-F 11.7F Ib" X 22" (b) ~ "'3 AT 12" "J" LAP /&24' 5,iZ>(1)iZ> P51 10" X 22" ( /&) 0118 "'3 AT 12" "J" LAP 024' 5,iZ>iZ>iZ> PSI 1/&" X 22" (0) 1I8 413 AT 12" "J" LAF /&24:> ~ ,iZ>00 PS I 1/&" X 22" (/&) "e lI'3 AT 12" "J" LAP 024' /& ,iZ>iZ>iZ> PSI - N I ::- 6-E 11-E 14" X 2b" (/&) ~ "'3 AT 12" "F" LAP /&24' 5 ,iZ>iZ>lZ> FS I I 14" X 2/&" (/&) ~ ~ AT 12" "F" LAP 024' 5 ,iZ>iZ>lZl PS I 14" X 2/&" (12) ~ ~ AT 12" "D" LAF /&24' b,iZ>00 FSI 10" X 20" (12) 419 ~ AT 12" "D" LAP 024' 0,0iZ>0 P51 .~ ~J:N:: Z~~5~i] ~,-,...,..,.".,......"...."",,_..,.,"';'-"""""~"~ , DEVELOPMENT SERViCtS Ol':Pl .'"'., CltV OF C"E~~WAtE,~_, BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10,2005 Revisions: CONCRETE COLUMN NOTES: (~) ~ "'3 AT 12" (b) ~ ~ AT 12" ( /&) 418 "'3 AT 12" r.---.--7il--.--~ I I I I I I "<t ~_____l____-.!) I I I 1::- I I I l.!..._ _.__~_ _._ _...!J ~, 2'-2" J T1FE "(;;" "F" "D" LAF b24> 5,lZ>iZ>lZl FS I LAF b24' 5,iZ>0iZ> FSI (12) 419 "3 AT 12" (1iZ>) ~ ~ AT 12" "F" "F" "F" 1. TIE CONCRETE COLUMNS/SI-IEARWALLS INTO ADJACENT LOAD -6EARING MASONRY USING ONE OF TI-IE FOLLOWING METI-IODS: A) INSTALL DOVETAIL ANC!-lORS AT 10" D.C. vERTICAL 6) TURN 1/2 BLOCK ON ITS SIDE EVERY OTI-IER COURSE TO ALLOW CONCRETE FOUR TO BE KEYED INTO MASONRY. 2. TIE CONCRETE COLUMNS/SI-IEARWALLS INTO ADJACENT NON-6EARING MASONRY WITI-I DOVETAIL ANCHOR5 AT 1/&" o.c. VERTICAL. LAP ~24> 5,0iZ>iZ> FS I LAP /&24> 5,iZ>iZ>0 FS I LAF b24> 5,iZ>0iZ> FS I 14" X 2/&" 14" x 20" (~) "8 "3 AT 12" (12) lIS "3 AT 12" "A" "6" 14" X 20" 14" X 20" 14" X 2/&" (/&) 1I8 "'3 AT 12" (/&) ~ "3 AT 12" (/&) 418 "3 AT 12" "F" "D" LAP /&24' 5 ,lZliZ>iZ> FS I LAF 024' 5,iZ>0lZl PSI LAF /&24> 5,0iZ>lZ> FSI LAF /&24> 5,(1)lZl0 FSI "F" "F" "F" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 <Cl2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAC WORK"' UNDER SECTION I 02 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AI~D ELEMENTS OF THE DESIGN. 14" X 2b" 14" X 20" (0) 4Ie 413 AT 12" (12) 1I9 "3 AT 12" "F" "D" LAP b24:> ~,lZl0iZ> FSI LAF /&24> /& ,iZ>iZ>iZ> FSI 10" x 2/&" 14" X 2/&" (0) "e "3 AT 12" (12) 1I9 "3 AT 12" "C" "D" LAP 024' ~ ,lZ>(1)iZ> PS I LAF 024> /& ,iZ>iZ>0 PSI ~ "<t I r.---.--7il--.--~ I I I I I I I 1 I I I I I I I l.!..._ _.__~ _ _._ _...!J ;...- ~... J J 2'-2" T1FE "6" ~ - N I ;...- ~ J J REFER TO 1/S-5iZ>iZ> FOR TYFICAL CONCRETE COLUMN DETAIL ~ MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL C.O.A. No. 7498 George E. Mohan FL P.E. No. 46665 13630 58th Street North, Suite 107 - Clearwater, FL 33760 Phone (727) 535-9771- Fox (727) 535-9773 ......,".."".,~i.d..~h.. ~"""~'~. "'." tt.'" "*' ~ <tV <;i' ~ ~ t 1"'1" (::,~l'~<//""^- ...... .......... ". a::S2l\ U u'~~7"~71(FUJff<~ /Irei!' <i.:.:?e~~1-tJe~,?<'1 PROJECT NO. 03540 10" X 2/&" 1/&" X 2b" (12) lIS "'3 AT 12" (10) -e ~ AT 12" "A" "13" LAF 024' 5,iZ>iZ>iZ> PSI LAP 024' 5,(1)iZ>iZ> PS I 1/&" X 20" 1/&" X 20" (12) 1I9 lI'3 AT 12" (10) 1I8 "3 AT 12" "A" "6" LAF /&24:> b ,iZ>iZ>iZ> FS I LAF /&24' /& ,iZ>lZ> lZl PSI 10" X 20" I~" X 2~" (12) 1I9 413 AT 12" ( liZ>) 1I8 "3 AT 12" "A" "13" LAF 024> /& ,iZ>0lZl PS I LAF 024' b ,iZ>lZliZ> PSI ~" "<t I re-.-1i\7ij- .-~ I I I I I I I I I I I I ~-~~~~-~-~ ::- --" J J 2'-2" TYFE "0" ~k- ~ ,.----.----~ I I I I I I I I I I ~---_._---~ ~ J - N I "<t I ;...- ~.... ~ J l'-liZ>" TYFE "J" LAP 024' 5,0iZ>iZ> PS I LAP 024> 5,iZ>iZ>iZ> FSI LAP /&24> 5,iZ>0iZ> FSI 14" X 2/&" 14" X 2b" 14" X 2b" (10) 419 .3 AT 12" (1iZ>) 1I9 lI'3 AT 12" (12) 1I9 "'3 AT 12" "E" "E" "1-1" LAF /&24' LAF 1024> LAF rb2cP b,0lZliZ> FSI /&,iZ>iZ>0 F51 b,iZ>f?)0 PSI \. J'\. /1/&" X 2b" \./ \. / (12) "1iZ> \./ \./ "'3 AT 12" ^ ^ "G" / \. / \. LAF /&2cP V \. V \ /& ,iZ>iZ>iZ> PSI ~ ~ - N I re--.-7ij--.--~ I I I I I I I I I ~-_._-~-_._-~ ::- ~ J 2'-2" --" J J ~ 03540 100% Construction Documents Column Schedule 5-500 8" (NOM. FOST - TENSION SLA6 ~ -1 lL UJ UJ d) - N ROOF Q -...; ,(. ....' ,;., ;\ .~: 0 ,. ;;..:: <' . CONSTRUCTION JOINT ~ AT 12" O.c. EA. WAY, (UN.OJ CENTER vERT. REINF. . 4~4> CLASS "6" LAP SPLICE TYP. I-IOOK DISCONTINUOUS 6ARS INTO SLA6 z '<[ -1 lL UJ UJ d) SEE FLAN FOR SLA6 REINF. ~ ,co POST - TENSION SLA6 FLOOR " ,:; .(, ";'./: <: ,,-' " " ~ .:: " /, CONSTRUCTION JOINT ., . " . d REFER TO 1215-0&"" ~ I I ~'-iZl" ~ '\ / 41Z>4> CLASS "B" LAP SPLICE TYF. " PILE CAP REINF. NOT SI-IOUN " <, . ~ -1 lL UJ UJ d) CD :~:~, ~/~~~~ETE 5l-lEAR WALL SEE PLAN I; " - ^ ^ v v V " "- " "- > <> "- 1< / I' , 1" V 2- ~ EACI-I 1/ FACE AT E EDGE OF 1/ OPENING. vERT. REINF , , INTO FTG. ( < > ,to-. X 1< 1.1 2- ~x4'-~" ~ "- ~ DIAG.$. REINF E ~ "- " FACE AT E y ",'" '/ PJ jL-< CORNER A D SI-IOWN (TY ~ ..... < ;/ 4'-~" / , (I-IORIZONT AL -~ / ^ j v v IN EACI-I DIRECTION: REPLACE REINFORCING INTERRUPTED 6Y OPENING.$ w/ EQUAL NUM6ER OF 6ARS - l-4ALF TI-IE TOTAL QUANTITY IN EACI-I DIRECTION ALONG.$ EACI-I OPPOSITE SIDE AT 3" O.c_ I-IOOK vERTICAL REINF. INTO FOOTING. z '<[ -1 lL UJ UJ d) CONCRET WALL REINF. (TY WALL OPENING SCALE: 3/4" = 1'-1Z>" ~ "'-" /:. ~~ ..::. CONSTRUCTION JOINT 4~4> CLASS "6" LAP SPLICE TYP. d .:, CONSTRUCTION JOINT REFER TO 12/S-1b00 404> CLASS "B" LAP SFL ICE TYF. N r-~" OR 1'-2" (NOMJ FOST-TENSION SLA6 ", ~i <' " " " ~ AT 12" O.c. EA. WAY, EA. FACE (UN.OJ HOOK DISCONTINUOUS 6ARS INTO SLA6 1 1/2" CLR. (TYP) POST - TENSION SLA6 '! -:<," ',l ~~ '" SEE PLAN FOR SLA6 RE INF. PILE CAP REINF. NOT SI-IOUJN o ~:~, ~/~~~~ETE 5l-lEAR WALL ACI-I I-IOOK TYF) . EA. ACH S F). ) I'-I" (12) ""3 EACH FACE I 113 TIES AT 1:2" o.c. TYP. ~ -1 lL UJ UJ d) ROOF ~ -1 lL UJ UJ d) FLOOR ~'-~"~ z '<[ -1 lL UJ UJ d) 3~'-1~" 28'-8" ~ AT 1:2" O.C. EACI-I WAY, EACI-I FACE FOUNDATION TO 2ND 6W1A WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 <Cl2lXl3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, 1'-1" I I (12) ""3 EACI-I FACE I I ~-D - I ~ MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL C,O.A. No. 7498 George E. Mohan FL P.E. No. 46665 13630 5Bth Street North, Suite 107 - Clearwater, FL 33760 Phone (727) 535-9771- Fax (727) 535-9773 St-tEARWALL NOTES: 1. REFER TO lIS-!:'J~l AND 2/S-!:'J~1 FOR TYPICAL CONCRETE SI-IEARWALL DETAILS. 2. REFER TO ARCI-IITECTURAL DRALlJINGS FOR OFENING.$S IN SI-IEARLlJALLS. 3. REFER TO 3/S-5~1 FOR OPENING REINFORCING DETAIL. 4. MAINTAIN 11/2" CONCRETE COvERAGE FROM FACE/WALL TO ALL REINFORCING.$. 5. REFER TO lIS-5~~ FOR ADDITIONAL TIES A60VE AND 6ELOW FLOOR SLA6S. 10. CONCRETE COMPRESlvE STRENGTI-I AT SHEARWALLS TO 6E: FDN. - 3RD FLOOR = IO,~~~ FSI AT 28 DAYS 3RD FLOOR - ROOF = 5,e>iZliZl FSI AT 28 DAYS 1. ALL SI-IEARWALLS ARE NOMINAL TI-IICKNESS UND. MATCI-I NOMINAL MASONRY WIDTI-IS TYP. 8. VERIFY DOOR ROUGI-I OPENING.$S WITH DOOR MFR. AND ELEVATOR MFR. PRIOR TO SI-IEARLlJALL CONSTRUCTION. NOTIFY ARCI-IITECT/ENGINEER OF ANY DISCREPANCIES WITI-I siZES OR LOCATIONS SI-IOWN. (12) 410 EACI-I FACE ~ AT 12" o.c. EACI-I WAY, EACH FACE (12) 410 EACI-I FAC "3 TIES AT 12" O.C. TYP. ~T~ TO ROOF (12) ..., EACI-I FACE 4IS AT 12" o.C. EACI-I WAY, EACI-I FACE (12) ..., E ACI-I FACE 3RD TO ST~ L"'''':',,,,,,,,,,,,~ "'--~A""'''~ l~' I nf~~::..'. ,'.'.-~. .:j. ,! uu . ...'~ 'I .:...;..; De"elOPMEN'i-;~f."\iICfS O!Pl CITY OF CLEARWATER 3~'-1~" (TYF. AT EA. FLOOR) I'-I" 28'-8" (12) ""3 EACI-I FACE I lIS AT 12" o.C. EACI-I LlJA Y, EACI-I FACE (12) ""3 EACI-I FACE I '" It () G -1 ll- I ~~-D _ - t- I .;:{ "3 TIES AT 12" O.C. TYF. >-- t- '- FOUNDATION TO 3RD 6Wl ~..I"",sidE"'_.' . "\...........'''~''(> '. ~<' t\. <C. , .~ :,:.; ? t"l' \~ ~,\ \1 \>11 (^";,l)/('//f/<~ . rP:;j:l::)') "<"'~^~~;f~,~;;~-/t'<7/1't<:rf >i!!:<7 (,7d!kJK.~fF<Y PROJECT NO. 03540 BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10, 2005 Revisions: I 03540 100% Construction Documents Shearwall Details S-50 1 18'-3" * 24" {- (~) "8 I I I EACI-I FACE I . . . . . . . . . . . . . * I I 24" (~) ~ EACI-I FACE {- I I . . ill o = .\'\ <:( ....,.If"u- N"J: ~O <:( ill CORNER BARS _=N""'12'-lZl" lIS AT 12" O.C. ~ (TYFJ . . . REFER TO 5t4EET 5-SlZ>1 FOR St-4EARWALL NOTES AND ADDITIONAL INFO. . ill o ~<:( = u- """"J: N~O <:( ill ill o = ((\ <:( ....,....u- N"J: ~o <:( ill CORNER BARS _-~N'121_lZ)" lIS AT 12" O.C. ~ (TYPJ . . . . ill o ~<:( _ · u- ~"J: N~O <:( ill . . I I f I I f 24" (~) "8 EACH FACE WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL C,Q.A. No. 7498 George E. Mohan FL P.E. No. 46665 13630 58th Street North, Suite 107 - Clearwater, FL 33760 Phone (727) 535-9771- Fax (727) 535-9773 <Cl2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK"' UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, . . . . . 3RD TO ROOF 5T AIR (8" NOMINAL) SCALE: 3/4" = 1'-lZ)" FOUNDATION TO 3RD 5T AIR (8" NOMINAL) SCALE: 3/4" = l'-lZl" . . . . . . ...=io..:oo.... 'i,"1....f!:C? . ''''''Q<:'''4 ~ t:3,s> :5" ~ ,. . ,t't c~;)/'!<':'/@ t '. ./. ...., <J~:'j; / ..' . . . ..A 7~'''/; #lc.c.uLc~r<,.t' ~LM^ C~ft~;.c~,?<, PROJECT NO. 03540 . . . . . I " 'I 24" (~) ~ EACI-I FACE I " 'I . I " 'I 24" (b) "8 EACI-I FACE I " 'I f I I 24" (0) ~ EACI-1 FACE f I I . . (Jl ill o ~ ~;1 N"J: ~O <:( ill ill o = .\'\ <:( ....,. If" u- N"J: ~O <:( ill l\) , . . . (3)~ EACI-I FACE (3) ~ EACI-I FACE 3'-4" 1'- lZ)" * I I 24" (b) ll'8 EACI-I FACE {- I I ~ l!.__!..__-!L__.__+. I I I r,- ~ I I I. I I I r~ ~rnlfOW~ Ir IJU JAH J 1 2005 Jl) (Jl ill o = ((\ <:( ....,. ... u- N"'J: ~o <:( ill - N , ill ill o = l1.) <:( ....,..u- N"J: ~O <:( ill oe~ElOPMt-a\lisE~~-;;7; 0 E' Pj. CITY OF CLEARlNAI tR ""'"" 1 1~ \1) , (3)ll'8 EACI-I FACE BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10, 2005 Revisions: 03540 100% Construction Documents Shearwall Details 5-502 1'-2" 18'-0" 21'-lZl" 8" ~'-1" ~'-11" REFER TO 5l-1EET 5-5lZ'1 FOR 5l-1EARWALL NOTE5 AND ADDITIONAL fNFO. 8" 4" " " (TYP); 'I I 113 TIEe, AT 12" O.C. (TYF) ~ . . . . . . . . ~ . ::- . . (0) 118 - (3) 118 EACI-I FACE . - N . . EACI-I FACE = 2'-0" ~I CORNER BA~S 'It ~ lIS AT 12" O.C. (TYP) 1I5 AT 12" O.C. . . EACI-I WAY (TyP) ~ (~) 118 = EACl-I FACE N . :::::: . . lJ1 . ::- . ~ . . . ~ . . . . . . (i'''l I I I. · lIS AT 12" O.C. . I 1 (10) 118 EACI-I WAY (TYF) rf!l EACI-I FACE . I 1 I. .1 . I 1 ~ r~ ~ 'It . . . I. .1 . (fI I 1 'It ~ I ~~ 113 TIES AT 8" . lIS AT 12" O.C. I I EACI-I WAY (TyP) I. .1 O.C. (TYP) I tf. . 1 I l!.~ ill 0 ~<:[ 1L 'It"':r N~ ",0 I I <:[ I .1 ~ = ill N ---L~ . . :::::: ~ 'It . ~ . (0) 118 'It EACI-I FACE . . ~ 113 TIES AT 8" O.C. (TYF) (0) 118 = (3) lI8 EACI-I FACE . EACI-I FACE - N ~ I . . . . . . . . - 4" I I (8) 118 " " (TYP)'1 'I EACI-I FACE 24" (6) 118 EACI-I FACE 8" 8" 21'-lZl" 8" S'-I" 8" 6'-11" FOUNDATION TO 3RD 50UT~WE5T TOWE SCALE: 112" = 1'-lZl" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL C,O.A. No. 7498 George E. Mohan FL P.E. No. 46665 13630 58th Street North, Suite 107. Clearwater, FL 33760 Phone (727) 535-9771. Fax (727) 535-9773 <Cl2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, .~ ....""sideh '\;.,.........~ ". 4:c'.... ~ ,4 ""< ^,s, <' h t'..i '\ ~ f"I' (::"..;l~~;.:"'"'~- ~.' .., ..'. .' .... ce:52">_..... ..~ 7'./'i,71#;U<:....c$..re:6 ~.....,7 C$..~)<1.)#;~?<: PROJECT NO. 03540 BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10,2005 Revisions: 03540 100% Construction Documents Shearwall Details 5-503 ~ - I (6) .8 EACI-I FACE 24" 1 (~) .8 t 1 EACI-I FACE 1 I I (8) "8 EACI-I FACE 4" ~ ~ ; ;(TYFJ REFER TO 514EET 5-5lZl1 FOR 514EARWALL NOTE5 AND ADDITIONAL INFO. 11'-4" 3'-4" &'-,& 112" - N I - N rn JAN 2 1 2/JOn - N . . . 24" i EA~~ ~CE t I I 24" i EA~j ~CE t I I . . ill o = f;l -.;t '"' I N~ ,--0 <t ill FOUNDATION TO 3RD 50UT~ A5T TOW SCALE: 1/2" = 1'-IZl" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 <Cl2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK"' UNDER SECTION 102 OFTHE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, ~ MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL C.O,A. No. 7498 George E. Mohan FL r.E. No. 46665 13630 58th Street North, Suite 107. Clearwater, FL 33760 Phone (727) 535-9771- Fax (727) 535-9773 ,\~ef;:i. dellc:;,,<.. ~} :tt, ~ ~ M' ("~:;),~<./'v^^~ . /" ~.a....,..^........("'......,.,,^,....~:;;.;2?......',.........~........" ::.........:f............",'..............r"......:L.. .../""".......-1 ......:7',;/e,,?'l,<7i{:.elC7.#tr"$ . :.:I' ~'".""'''...~T "".... PROJECT NO. 03540 BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10, 2005 Revisions: 03540 100% Construction Documents Shearwall Details $-504 1, " - ,. '1 21'-lZ''' ~.- - - - -r,::= --- if t!5 I I ~ '<:l k -- = * 1L f "'t'''''j: I N C 0 ~ -- ~ I I ~~--- ~--=---- ~ -3 TIES AT 12" or:.. (TyP.) /' . . . . ~ :;[;;7 415 AT 12" or:.. . EACI-I WAY (TYP.) - / , - . . ~ . . I . . ! (3) ~ EACI-I FACE . . ~--- f=-=---.....~ ill I I - ~ ~ ~ -- ~ ~~~ I' I N C 0 ~ __ ~ '<:l I' I ~r~- t.__-J . (i'~ I I . I.~ I I ""-- (10) -0 ~ ~ EACI-I FACE .,,' {"" ..' ....... I. .1 . I I I .... ~~ ~ "" I I , I !) . ....... ...... / r I. .1 "" ~ I i'l // ...., "".", '. J.!'~ >- 413 TIES AT e" 115 AT 12" O.C. ---;Jo. . I I EACI-I WAY (TYF) I. .1 O.C. (TYF) . ~-f I , l!.~ . ..... 8" '3' -I" I. 24" " 1 (b) ~ I I E~ CI-I FACE I - , ,-~ '6- -=- -6-'-' ,-.;J: _._.J!L -.- ~~ ~ . . . . . =- "" , rl'I - ->~--ft ill o 1.1 ~'<:l I 1 =*1L t!~ """" I I N~ 0 1.1 ~ '<:l ~ ~ ~r-~-~~ . ., ~ "" ~ . lIS AT 12" O.C. EACI-I WAY (TYF) !:! . . "~w-If~ o I,.' ~'<:l I I = 1L tL!j """ I 1 N ~ ::t 1'.1 ~ 0 ~ 1 = '<:l ~ S ,,~~-~~ --- "" , ~ . "" . I rl'I . ~ I (3) ~------....... - "I EA FACE ~n- \ ~ it' . ~ . ''- "- . ~ .-' I I L 24" L 'I (~) ~ 7f E~ CI-I FACE 1'-2" 21'-0" REFER TO 5l-tEET 5-5lZ'1 FOR 5l-tEARWALL NOTE5 AND ADDITIONAL INFO. 18'-rZl" 8" 8" 0'-11" 4" (TYPfr ,r /(8)~ / EACH FACE I. 24" I. '1 (b) ~ 'I I EACI-I FA ...E I .,.. -- ~ ...,..,.-' -..,.- ~'-__~__ J.!I . .... I. r;\ · ,.............. ........... : i '- (b) ~ t ~ EACI-I FACE c.:. _____ -- I. .1 I 1 I I ~.!!l ~ !l ~_I!l...!!l ..I _---' ~ - ---' " I -; lL I :;"" t: ~ . ~ . . ~ .YL!... I .............. ....'.....: .,......" . ".....,.. . = 2'-rZl" ~I CORNER 6ARS \ ~I lIS AT 12" O.C. (TYP) . L(b) ~ EACI-I FACE ........... . . ~ I If\ . . . ~ I rl'I . ..............:.... . r---" ( ~) -~ / EACI-I FACE ~ ':) 1 5t~. I ~ f=!)-~~ I f+1- ---' . . . . ~b- (l -. ij · <If., . ~.l: 4" I I ~(e) ~ v V (TYP)'1 'I EACI-I FACE ~., -3 TIES AT - \____. : J e" O.C. (TYF) \ --.,~. i"--- (b) ~ \ !.!!l EACI-I FACE - .....r ...,}....,.,..'.., I I -' . . \. I. .1 N ...... ......... I I , (--.--1)--.- Te ~ ~. _._-=-~- ~~ I i. '1 8" '3'-1" . . ~ I L 24" 'I (b) ~ EACI-I FACE e" b'-ll" 8" 3RD TO ROOF 50UT~WE5T TOWER SCALE: 112" = l'-(Z>" BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10, 2005 Revisions: WALTON H. CHANCEY & ASSOCIATES 03540 ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 <Cl2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK"' UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCH ITECTU RAL WORKS COPYRIGHT PROTECTl ON ACT OF 1990THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, ~ MOHAN ENGINEERING, INC, n Consulting Structural Engineers FL C,O.A. No. 7498 George E. Mohan FL P.E. No. 46665 13630 58th Street North, Suite 107. Clearwater, FL 33760 Phone (727) 535-9771- Fax (727) 535-9773 '.'... .,~,-,,$i d ($_.. '\__......0;(('> & . {~ V \~ ...t; .~ ~ ~ .".?)....... . """.y,,^,""- -"'....'..'.... ,........", ......".....'.' . ..,......'.. ........ '.' ..... .....,...... . /;;.' ..',.. <<,.......... "'..... .........'. '/'/7. ((JJ (,/ !:I:t:7leL'r;excz;re/ i!!f:::7C4ffY;.j,rdc!?i"':t PROJECT NO. 03540 100% Construction Documents Shearwall Details $-505 REFER TO 5~EET 5-512'1 FOR SI-IEARWALL NOTES AND ADDITIONAL INFO. 8' -:; 1/2" 3'-4" :;'-10 112" 24" 24" 24" ! EA~~ ~CE f (8) ~ 1 (10) 4110 f i (0) ~ · t I; I; 4" I EACI-I FACE I EACI-I FACE i i (TYP.) I EACH i FACE I I I I I I I ~ . . . ill 0 = ~~ = N '<t '" ::r - I - I N~ N - (0) .10 ,-0 N EACI-I FACE -<[ ill (b) ~ EACI-I FACE . . . . ~ . I (f) . . . . re~ 1 . . .1 (10) ~ I I . EACI-I FACE ~!.l I 1 . REFER TO COLUMN I. .1 I I . SCI-IEDULE ON SHEET 5-500 ~ ~~ I '<t ~ (f) I I I. .1 . ~ '<t 413 TIES AT 8" I I , O.C. (TYP) 1 . ~ I I . I. .1 I I . ~!j I I ~~ , lIS AT 12" o.c. EACI-I WAY (TYP) . - N ~ I ;.... . (f) . . = 2 '-lZl" COf'i;NER 6AR5 ~ I 415> AT 12" O.C. (TyP.) ~I 113 TIES AT 12" O.C. (TyP) (10) .10 EACl-l FACE - N I - N ill o =~~ '<t '" ::r N~ ,-0 -<[ ill ~ I - I . . . . . . ,,'A (b) ~ EACI-I FACE l,' 3'-4" 3'-2 1/2" 8'-:;" 8" 1'-2" ~ 24" (10) 4110 EACI-I FACE 4" (TyP) 1'-llZl 112" 8" 10'-11" 8" 13'-4" 11'-4" 3RD TO ROOF eOUT~ AeT TOW SCALE: 1/2" = 1'-lZl" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10, 2005 Revisions: ,id,...~ ,\~efft. .eQt;,~ (p ,~S> i~ ~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL C.O.A. No. 7498 George E. Mohan FL P.E. No. 46665 13630 58th Street North, Suite 107. Clearwater, FL 33760 Phone (727) 535-9771- Fax (727) 535-9773 ('[!);~~;;:~~~a;jMetf (q~:~~~~,i<~?<!t ./......., ! \ l, \\\\\::17 <Cl2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK"' UNDER SECTION 102 OF THE COPYRIGHT ACT. I 7USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 03540 100% Construction Documents Shearwall Details $-506 3/16" SAW-CUT JOINT CUT AS 500N AS P05SIBLE AFTER TROWELL ING FILL JOINT WITI-I~ LIQUID SEALER W.WEl --:.." \'" ' ~ "'~'~' ...," /U <""./\~" ^ c ~'{ I I I I i I I I I I '<t , cj i y L :> , I: I I I cj W W~ W-1 d)Q.. J J' " ,:",X ," , \ <' X X , i i i I i ' I CUT EvERY OTI-IER WIRE AT JOINT NOTES: 1. CUT SLAB AS SOON AS AGGREGATE DOES NOT DISLODGE (MUST BE WITI-IIN 12 I-IOURS OF CONCRETE PLACEMENT). 2. I-IAND TOOL JOINT TO FACE OF WALL WI-IERE SAW DOES NOT REACI-I. 1 CONTROL JOINT SCALE: I 112" = 1'-0" 6\ \,Jf CONCRETE COLUMN~ : BEYOND. SEE FLAN. ~ I I 1 I I "" I jNON-BEARING C.M.U. V BREAKAWAY WALL wi lIS AT ., 32" O.C. MAX. INST ALL ll'3 x 1'-~" DOWELS AT EACI-I veRT. REINF. DRILLED 4 EFOXIED INTO SLAB (4" EMBED) REF. TO ll1S-0~1 FOR ADDN'L BREAKWAY WALL INFO. IV I-IORIZ. JOINT REINF. AT 1~" o.C. I W.WE\ ~ ,," i.. ' <, ~ ,,' ,. I ,I ! I I '\ <- "( i I " ,<. I l' 2~', r.; ~' 1 .~~ " I I ! ~ ([ W (V lIS CONT. 60TT. W d) I ' I I 1'-0" HI I ~'1 '1 CONTINUE COLUMNS TO PILE CAP/GRADE BEAM. ISOLATE I ^v I COLUMNS FROM sLAB. I I i I I I i I I I II I I i r1-.L-,__i~_L___L____---1 1 I II \ I I I 1 A ^ ^ I @_....V'....v............,V".....,,'V v'~ V' V"" L- PILE vCAP BEYOND. 6 SECTION-BREAKAWAY WALL~S ~J~~~~L~~~;~P) SCALE: 3/4" :: 1'-~" UN.o. (REINF. NOT ~ A. .A.. ~ ~ ~ A. A ~ ...... A. A. ... _ _ ~ _ ~ SI-IOUN FOR CLARITY) 2'-~" I~ lIS I-IOOKED DOWEL,\ {ALTE~ATE DOWEL DIRECTION ~ AT 12" O.C. MAX. 6\ I W.W.F.~ I \,Jf l " f)o.. .:r::s: ~,\ l ,'< I ,,:. ..: II ! . I I i I ! i I I 1 ' ~lr- ~ ',' , II I" · l- I ":::cl<l V I ~ 1/ lIS AT 12" o.c. EACI-I WAY I! I ~ , " '<t . o " SEE PLAN. . oc -1 o 2'-1" 8" - N . 6\ " ,.~ .-J.. " , et' \ \' /~ ," ,,: .,,\ ~, <\ ,0; > ;: " .'. .. .. ~~.\ 3"- OC ," -1 . o . ':';: "' I ..' 4 I' " " ,',. 1- " , ., fl ,,-' " z: "' ~ " (. 4 ~tQ 't- - Ii1Z f ";; ~,:"i "~,;3 c,' ,\ ,; ~: ,'. " ~C ,. '; " .. ~ /: " . ,.(: . . ". ",..;. _.' v .--- -:---"~ "I ^ ,," " 1 ~, I " <:- .~; '<t ...~ ~ PILE BEYOND I ^~ :;. v 11 ~~A~:I~~:: 1'-~" r WALL (I) 4lO9 FULL-I-IEIGI-IT AT PILES UNDER ELEv. AND STAIR. . ..., ^ ..., ,. 'A"~ TO BE USED AT CONTRACTOR'S OPTION AT ANY CONTROL JOINT LOCATION 1 112" ~ i<- " ...; .,^" ," I .' ~ ,/.' X' .' I U) .", ... I ^ ..., ^ ^..," " ~ i 1'-0" 1'-0" 2 SCALE: 1 112" = 1'-~" CONSTRUCTION JOINT REFER TO 51-1EARWALL ~ DETAILS " )r " " , ',' I GRADE BEAM. SEE PLAN. .,. '-. r= VNON-6EARING C.M.U. BREAKAWAY WALL wi lIS AT 32" O.C. MAX. ,. INST ALL 413 x 1'-0" DOWELS AT EACI-I vERT. REINF. DRILLED 4 EPOXIED INTO SLAB (4" EMBED) REF. TO 11/S-601 FOR ADDN'L BREAKAWAY WALL INFO. I:::: r= I. , ~I-IORIZ. JOINT REINE AT 16" O.C. W'~F'\ 1 "., ~ " " I ( .~: I I <: I '<t I SEE PLAN 6\ " , - j 'coz~1 ~2 1'-~~(2)'5 CONT. BOTTOM -- @~E~~T~ON~~R~~~A~~; WALLS ~ SCALE: 3/4" = 1'-~" ) _~~_ ~_A.~~_ --~~-~A~~~ ^ V, . . " 1/2" ISOLATION JOINT . (WillE IV ..,' " ^ ^ , ., I -~ ----.---' - I ,'. . , . . ,', ~ I - N . . .. -~~roc .----.-' . =-1 NO . , .- . I " " ~ -1 Q.. UJ UJ d) .', - oc N...J \J .--..: II ,~r .' ,.' . 12 ~~A~:I~~:: 1'-~" ., r:-~-----' I, I '<t A >-.... ~REFER TO 4/S-0~3 FOR SI-IEAR PILES. z W-C:{ UJ-1 d)Q.. '<t s LINE 1/2 CAVITY w/\ BUILDING PAPER 4 FILL W/ MORTAR CONT. JOINT FROM TOP/FTG. TO BOTT.lROOF TIE 6EAM (DISCONT. AT ALL MASONRY OR CONC. TIE BEAMS). RAKE JOINT AND CAULK (TyP) ,(I) lIS VERT. AT EACI-l SIDE I OF JOINT iDT~i v r- I{CORNER BARS SAME QUANTITY, SIZE, AND LOCATION AS LARGEST TOP BARS, BOTTOM BARS, AND INTERMED IA TE BAR5FROM ~ DI5CONTINUOUS BEAM-~ (TYP) '( -fl2TI-l,f I I --^v-.- . , Ll ' e. Ll ~ . Ll ,., A OPTION ~1\/ DISCONT. JOINT REINFORCING AT MASONRY CONTROL JOINT ~~- / ( COORDINATE LOCATION WITI-l ARCI-IITECTURAL MAX. SPACING = 32'-~" U.N.O. /' <>] ....... lL >- t- -'._ '" '>? r(1) 115 vERT. AT EACI-I SIDE OF JOINT ~ . OC~ -c:{L Ill~ ~ I (() N \3~ BAR ~ (TYP) 2'-~" MIN. j'\ DISCONT. JOINT REINFORCING AT \ MASONRY CONTROL JOINT IV ~ . -,8 ,~. \ 3~ ~AR ~ (TYP) 2'-0" MIN. " ~. . TYPICAL INTERSECTION OF CORNER BARS AT WALLS, BEAMS, AND FOOTINGS OPTION #2 \ \ PRE -MOLDED RU6BER INSERT 3 RAKE JOINT AND CAULK MASONRY CONTROL JOINT DETAIL 4 DET AIL NOT TO SCALE 5CALE: 1 1/2" = 1'-0" . tJ (lIS I-IOOKED DOWEL 12'-~"~ AT 12" O.C. MAX. , N WWF '\ 1 ..1. ..~ v' L <;; I ^ REFER TO - ____ '.' SI-IEARWALL ~ DET AILS 1 I ~ . " '" X oc-c:{ OL IL= ,N ::r'" \J::r OCt- -c:{Q.. ,W 30 'd) ~d) OW 00 O~ l " ~: <(/' I VNON-BEARING CM.U. BREAKAWAY WALL UJI lIS AT 32" O.C. MAX. ,,~i INSTALL l*3 x 1'-~" DOWELS AT EACI-I VERT. REINF. DRILLED 4 EPOXIED INTO SLA6 (4" EMBED) REF. TO 11/S-601 FOR ADDN'L 6REAKAWA Y WALL INFO. ~ AT 12" o.c. EACI-I WAY. REFER TO SI-IEARWALL DETAILS FOR ADDN'L. REINF. ..... \J .,~ '. '(, Klr- , , I " . , , 1)/ ~ I" 1/2" ISOLATION~ JOINT. ~ , ~I-IORIZ. JOINT REINF. AT 16" O.C. '<t WillF \ \ .; 'lI . SEE PLAN. . oc -1 o I " .. .. I ,~ ""<; I SEE 6\ PLAN" 3'-~" 8" " \....- " -fi . r I J ,,'. " .. - N " ',' '~2 .~ ... (" ! ? '/- / // 3" CLR. - \\) , ..... " 'X. (!J \ \' , ., oc 3"-4~, -1 \J .. . . . -:".. - Ii1 , I I ", . .1. -;- , 'r--- ---, 1 ," 1 ., ,: , > ~~ 't- - Ii1Z N ( " (2) 415 CONT. BOTTOM oc -1 o . ~ , v , , ,.' . c.- ".. '. '<t , 1'-4" - - @)~E~C~T~;N~~R~~~~~A-=; ~WALL5 ~ SCALE: 3/4" = 1'-0" ~~~_~ _~A-"'",_A.~~..._~__ PILE BEYOND :;. SECTION ---^v- ~ A 1"---_ REFER TO 4/S-~~3 WALL FOR SI-IEAR PILES. 9 SCALE: 3/4" = 1'-0" 415 AT 24" o.c. MAX. U.N.O. I-IATCI-l INDICATES I" EXP. JT. PRIMARY CONC. COL. --- SEE PLAN. JOINT (TyP) l'..' V'I' COL. FOR EXTERIOR I"~ .' '.> DE CKlBAL CONY. ..' r;x; ...' t. / SEE PLAN. > ./ ~ I-IORIZ. JOINT REINF. AT 16" O.C. ^ ['(h' 1/2" ISOLATION JOINT W.WF. 1" I I#';. .. " ,'" ..' .... I.' .,.."/ .. J' . ...,..., .,' I. / ..' ..."../.. L> ...... ',' I. I. ,/ >..... :" t. .,.. .' I. - N I ..~ ., l I 6\ \,Jf xl 'I' II W.W.F.\T~P) \ .! u '14 (", / I " ", x x L:-~~, x ~ t , . ~ I ... - N - ~ GRADE BEAM.-\ SEE PLAN. , PILE CAP.. \ SEE PLAN. \ " . . . . ... ' . ... . .;. oc _ ...J NO . I,; . . .' --.!- " . I .,. .' "I ~ -1 Q.. W W d) "(e .. . , ,~ - - - I I I ., 1 ~ . __ L ~ .,,"- ~ .' '. I. . . . .) .,--~, I r---- --"'-, I.. :. i I' a 1--......1 I I ~ i I' ~-(1)4I6 II -^J ---'- FULL-I-IEIGI-IT ~ PRIMARY+_--..J':":~~~_) . COL./PILE CAP z -c:{ -1 Q.. W W d) , . .. - OC N-1 o . . --.:-' . ." ..., , r;;--- ---, '. [" ,. "., I" ....,. (~ 1---16"<1> DRILLED A DISPLACEMENT PILE (PILES TO BE REINFORCED WITI-I (I) 4lO9 UND) L I ____I ^ f I'-~" 13 ~~A~:I~~= 1'-~" 14 ~;A~:I;:~:: 1'-0" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-2312057 Fax 850-231-3553 ~ MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL C.O,A. No. 7498 George E. Mohan FL P.E. No 46665 13630 58th Street North, Suite 107 - Clearwater, FL 33760 Phone (727) 535-9771- Fax (727) 535-9773 "S--\MDhM~"""J\WX\""'...-.1 ~..\~...........,...U. ~YPC Lap ~ 1a-04.jI1 @2003 THESl PLANS ARE: COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECI10H AS AND "ARCHITECTURAL WORK" UJlDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DrCEMB[R 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTIOH ACT OF 1990 THE PROTECTlOtJ INCLUDES BUT IS NOT LIMnED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMI'OSITlON OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 (1) 415 CONT. I .....} ,,/ ? ., I iW.WF. 'i- " " ",ctJ I .:J ,.7 I '<t z -c:{ ...J X Q.. '<t -c:{ W L W U " '.'. .;: ., ~, , " " '" .:1 ,~~A I I '! i i 8" "', ,I. , · L ~(1) 415 CONT. 1~ I I I I I COORDINATE LOCATIONS wi ARC~ITECT_ USE ONL "'( AS NEEDED. z -c:{ -1 Q.. W tee"' I X -c:{ L ,W.W_F. z '<:( = ...J ~~~7 N}J~ ,~ _I _ I i III i "VI" ~ .. " " x: _l .(. /.: -1." < x ,.j/.> .' <.: " 1~ 1 II i I 8" 5 STEFFED SLAB 5CALE: I" = 1'-0" _ -..JI _~ 6\ \,Jf 2'-~" I~ 1I5 I-IOOKED DOWELl . L4" x 4" x 1/4" UJ/ 5/8"oj) I~ AT 12" o.c. MAX. ,A.B. AT 24" O.C. AT DOOR WillE \1 / ". OFENINGS ONLY (COOR'D. 1 \ '.. = wi MFR) r~" ~ ".. ",,;''' c;.~.~ Ilil' ,f'lil ii /,~"-: ,g I "* .7 lIS AT 12" O.C. EACI-I REFER TO ' i ./ WAY. REFER TO SI-IEARWALL I i I I @ / 51-1EARWALL DETAILS DETAILS i Ii! c FOR ADDN'L REINE ~ , '<t 3'-1" 8" . ' SEE PLAN. 6\ \,Jf (1) 4lO9 FULL -I-IE IGI-IT A T PILES UNDER ELEv. AND STAIR. CONT. WATER STOP - N . oc -1 \J , , 1 " y . ' ." ' 0; . .. 3"~~~ " .:'...t.,.~. f;. oc ~tQ d -' I-; - Ii1Z~ c" <> , " " ~ " , , . "t.\ ~ ,,(e ~I . . " .J; '-' ,--.,---1-"-7-' 1 '. 1 .,~\ -:: I'~ .-: .'~.-1 .>> J~ '<t ~ ., " r---" ----, I I' I .,' 'I I I AI I I 1 0 :~;L~~~~'~ ~~, SECTION 1'-8" I L 1'-8" 1 f WALL 3'-4" 71 6\ ~" I Will [Ig 'E n wrrE 1111 W~ MAY 25 2005 IJ1) ""'",-"-:, if' ,P/. '~ ~~. ;. i, ~. >...~~~, . ~t ~ -. J c. CITY Of CLEARWATER BPRC Submital: Date Plotted: May 23, 2005 Date Issued: January 10, 2005 Revisions: & Addendum #2 February 14, 2005 & Bldg. Department Comments May 18,2005 $-600 03540 100% Construction Documents Foundation Dtls. 3/16" SAW-CUT JOINT CUT AS SOON AS POSSIBLE AFTER TROWELL ING FILL JOINT WITI-I~ LIQUID SEALER W.WF'l ( \J ~< "', , ~ .,:~ ^ n C <, /U , 1\ 1\ 1\ A: ",. .. ,< ,. ~ ~ cj i .Yf' L 4>~ I I cj W W~ mlt T j ., I' ,""X ".' _l -;. ,< ~.' t. 1; ~ X X . I I I /. " , i I I I I I i I ! I: , I i I I I I' CUT EveRY OTI-IER WIRE AT JOINT NOTES: 1. CUT SLAB AS SOON AS AGGREGATE DOES NOT DISLODGE (MUST BE WITI-IIN 12 I-IOURS OF CONCRETE PLACEMENT). 2. I-IAND TOOL JOINT TO FACE OF WALL WHERE SAW DOES NOT REACI-I. 1 CONTROL JOINT SCALE: 1 1/2" = 1'-0" 1\ " I CONCRETE COLUMN~ BEYOND. SEE PLAN. I I I I ~ F= F= ~I ~NON-BEARING C.M.U. ~V WALL. SEE FLAN FOR veRT. REINF. ~lUF\ So ~ ~ < ...." """ n , ~ I I n n " " " t I I ..,..... 'It I I! I i , '" 2~\''':+ " II 1~~vPA II . I I I I ::- ~ -1 1L W (2) lIS CONT. BOTT. W to 6 i I 1'-lZ)" L I I ~" ',. CONTINUE COLUMNS TO FILE CAPIGRADE BEAM. ISOLATE I ^v I COLUMNS FROM SLAB. I ii, I II I r -.J - ~ - - L -1' L - - - L - - - - - - - I I I i ^v ^v \ ^v! L-pILE CAP BEYOND. SEE PLAN. CENTER BELOW COLUMN (TYF.) UND. (REINF. NOT SI-IOWN FOR CLARITY) SECTION SCALE: 3/4" = 1'-lZ)" 2'-lZ)" I~ lIS I-I~OKED DOWEL\ IN AT 12 O.C. MAX. 1\ 1 ......, L ., )-.. (ALTERNATE DOWEL DIRECTION W.W.F.~ 1 .~ ~... L .< ... I I." I I I I ~: ". ,. I I I I I I I ~:-{ . I ~ I ~) ~ .., ,.,,/ ~ lIS AT 12" O.C. EACI-I WAY 'It . . SEE PLAN. . oc -1 o 2'-l" 8" - N . 1\ ......, ,""" .. '. A , ~.. \ , ,.," y ..' < ~~., 3"-' "",. oc ' N -1 ,'" o ." '. . " , ~d) 1'-: _ ~Z f ";;: i~"~ . " " ~c " ': ' ,": ~ ~ "" ". . Ci"" !3 . ' " . ,'. 4' 'It ~. r--- -:-~-," 'I " ' ., 1 , , <' /.: ,. , .. PILE BEYOND :> ^~ 11 ~~~:I~~= J'_lZ)" v r WALL (1) ~ FULL-HEIGI-IT AT PILES UNDER ELEv. AND STAIR. I ~""j , .0 ,". , /\ ,', ,/\ '" ,/ / /\ 4 'l\" i " TO BE USED AT CONTRACTOR'S OFTION AT ANY CONTROL JOINT LOCATION I 1/2" -, ~ t. (: ~ ,; ,,/\' ,:: . ,/ 0" \" " /\, '~ " '4 ~ '<I c. ~.( <: (. ,.' . I I u I I II 1_ I ,..u , I ,I I I I "11' I I l'-lZ)" 1'-rZl" ,;" "\'\,'..., ~ CONSTRUCTION j~NT ~, ,\",.. " ., ~, '. 2 SCALE: 1 1/2" ;; l'-IZ)" W~F.\ L " "lI ~~ ......,"'. ,,; '>: I I I II I, 7 SCALE: SECTION 3/4" ;; 1'-lZ)" REFER TO SI-IEARWALL "- DETAILS ~" . ) )( '")( r " GRADE BEAM. SEE PLAN. )(" '. x' ;,)( I " \ '. <--- " ..(~ }~ ..:'. .., '~ ,J " ----:':' . J::"': r:;- .. b 12 ~~~:I~~;; l'-rZl" v <).( ~ I </ ) " 1\," lIS vER. T 24" o.c. . UND. /~ORIZ. JOINT / AT 16" O.C. '" L' .; n ,,< '" " ," '.1 './ I"~' ~;/. ~2 I ~"~ I ....,i~ I 1'-4" k-- (:2) IllS CONT, BOTTOM . A v. (, . 112" ISOLATION JOINT .6 (WlUE 11" I A~ " ~ I I I I I . " . ., .. I ........ 0:. .-:J ..: . Ii I I I I I f,e I I . . , .; "J .~ ~ oc _ -l NO " " ~ ~" _c " -10- , . ,., ., . = oc N-1 o . ' " ---- --," /. " . 1 , 'It A )....., ~ REFER TO 4/5-0lZ)3 FOR SI-IEAR FILES. F. ~.. 'It I LINE 112 CAVITY w/\ BUILD ING PAPER t FILL W/ MORTAR CONT. JOINT FROM TOF/FTG. TO BOTT ./ROOF TIE BEAM (DISCONT. AT ALL MASONRY OR CONC. TIE BEAMS). RAKE JOINT AND CAULK (TYP) ,(I) lIS veRT. AT EACI-I SIDE I OF JOINT . . .d . e. .d ~ . .d z ill '<:I W-1 tOll ~ AI OFTION ~1 \/ DISCONT. JOINT REINFORCING AT MASONRY CONTROL JOINT 't COORDINATE LOCATION WITI-I ARCI-IITECTURAL MAX. SPACING = 32'-lZ)" UN.o. r(l) lIS veRT. AT EACI-I SIDE OF JO INT DISCONT. JOINT REINFORCING AT MASONRY CONTROL JOINT "~.' /\ ~ · -\0 ", f, ,/ /\ 1\ .:jq .' "':' ,.~ I i I I . I fI/ \ \ PRE-MOLDED RUBBER INSERT OFTION ~ 3 RAKE JOINT AND CAULK MASONR'Y CONTROL JOINT DETAIL SCALE: I 1/2" ;; l'-lZ)" J..... ~ lIS veRT. AT 24" O.C. MAX. UND. ..... X OC'<:l or: lL= ,N I'" OI OCt- '<:Ill ,W 30 'to ~tO OW " 8~ SEE PLAN ' l "J ......,.~. ~I \,.,,~: A'" " 1,'" 'II :.' ~ ,,v. ";'/1;"" " I I" fi>>' /'1 ,~ I ", BOTTOM . '~1'-4" 56oN' '. 8 i,~!CALE: 3/4";; 1'-lZ)" ~/I,. ~~ORIZ. JOINT REINF. / AT 16" O.C. WlUF \ I " I '''<( I _ ~ I oc -l o If'\ ^ .!~,"-", 1/2" ISOLATION J~~ " '''-.; A 1I5 Ar 24" O.C. MAX. UND. ~;~:; J'ttf' .1/: I-JORIZ. JOINT REINF. AT 16" O.C. J, )( "<0)( r . )~ ,~' Iff;;' j;1.;r' ~v" ~/t' ,. . ~ -1 1L W W to GRADE BEAM. 5EE FLAN. "t" " (WlUF. III. )(~ "i ,)(~ I ~ t n , I I I I I I I ~ I - N ,: I I I ' .,;. /,~ ~ oc _ -l NO ., . (" " .' " ',J ~ -1 1L ill ill to f. ,;; ,: . . , .. = oc N-l o .::. 1. ~. <'.'.",~6 . " . r--- ----, 0"" " v.' ~ " 1 .. ' 'It ( >------- ---16"4:1 DRILLED ^ DISPLACEMENT PILE (PILES TO BE REINFORCED WITI-I (1) ~ UND) 13 ~~A~:I~~= 1'-lZ)" * MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL C.O.A. No. 7498 George E, Mohan FL P.E. No, 46665 13630 58th Street North, Suite 107 - Clearwater, FL 33760 Phone (727) 535-9771- Fox (727) 535-9773 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 <Cl2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlON ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. ;?f:g~~TA.,E.. ~CT/,-O~CA~ A5 NEEDE~ . z.",,~ ~,~. \3lZ) BAR .p (TYP)..,~i I 2'-0" MIN. ~. m ;/ 4=?r '- ,j:, :_1 TYPICAL INTERSECTION OF CORNE~#' I 1 L't I' , II AT WALL5 BEAM5 AND FOr J.~i...5 I I ~, I II / ,~f6'pr - .,.f#' ~.' ~p ,""'f' .~~' 4' REFER,T,O J;'W' _____ ',' SI-IEAR~~L ~ " DE~'~ 1\"". """.i~'" L " ~~i,1#'" I ' V' / ""'~ '':;:'' ,. W.WF.(T~P) \ . .:! ,,~ ;>' . I "' ~ SEE 1\ PLAN ..... n v n ^ v ~.- / ( rCORNER BARS SAME QUANTITY, SIZE, AND LOCATION AS LARGEST TOF BARS, BOTTOM BARS, AND INTERMEDIATE BARS FROM DISCONTINUOUS BEAM-----<:: (TyP) '( / <] ..... IL >- t- ~~ '" << ~ . OC~ '<:II:: lll~ ~ I If'\N \ 3~ BAR 4:1 (TYP) 2'-0" MIN. 4 DETAIL NOT TO SCALE --;;- '--- t.' 2' 0" (lIS I-IOOKED DOWEL ~~ AT 12" O.C. MAX. I~ t W.w.F.~ I ^ ., '~ ., '. ,," ~ II ~'. <- n.. : I ""( n< ,) " I """" ~ 'I r.. , . .. """ / ,." .~ 1I5 AT 12" O.C. EACI-I WAY. REFER TO SHEARWALL DETAILS FOR ADDN'L. REINF. '".: . " II I I I : I ~ I 1/2" ISOLATION JOINT. 't t. -:-" . < SEE PLAN. "'. /.} oc -1 o 3'-5" 8" - N . 1\ ..... .(j ~, .. ;-( , , rel' ~, \./ fi /~~ \ L) \.~ ...: .6 -:- /.} -!-", '" ~ ~ , " > 3"-.. "f!- OC ~ 6. -l , o .' . . '1~ ":..1 ., I I ., l~'": , . " '" , 6 ~ ,(. ..:::. .(.<' ~~ I t- - ~Z f '" ~ .~ t.. ,:-: ,~ .:: .,\ ...~" ., " ~> , ': . ,. . ~ '" . ., ~- . ~ -c.- ". " 't .(, 'l ,(: --:- rr-- ----,. "I I" " <,I I /; ,~~, - " " PILE BEYOND I I I A '--- r-- I - REFER TO 4/5-lZ)lZ)3 " WALL FOR SI-IEAR FILES. )01 9 SECTION A V SCALE: 3/4" = 1'-lZ)" I-IATCI-I INDICATES PRIMARY CONC. COL. SEE PLAN. CONT. 112" ISOLATION JOINT (TyP.) I" EXP. JT. n /SECONDARY CONC. V COL. FOR EXTERIOR DECK/6ALCONY. V 5EE FLAN. ~ PILE CAP.,\ ~ SEE PLAN. \ //Y::: :. /~..;1........'" /.,. -;::> / . [/:: ,:;; ...... ,: ~~~i, I ............. '1/ /'. ........... / 1//>'./' /' .// ,// / . /.: 1../ /.../.... '....... .<~~. . , 1""__ '.:l <'I 4, , I ~" ~. "<,,'~' I """ '.' 1: <,", ,~, "'" ~ ~ ~'"," " ., -'" "'< .. - ~,--..... . .,.' ,.: e ".' '. ., . I " ,', '. '. 1l I II I:' I I ~ I " - N " . . . . -:': " ~ -1 1L W W to , ";'; " <{>' .~ ~" '. ", II" ~r.'::""'-1-- 1t-::r---w:P"~ ,," I' " 'I"., I <, b -:; ~ ~ r--- ---~" ~ "- :' I" ~,"1 , ! I "- I I~ I A I - ~~L~ -I-IE IGI-I let FRIMARY 1'-~" COL./FILE 'I CAP I I IA I'-~" I~ 14 ~~A~:I~~= 1'-0" ~.' ",,^?sid€~h.., <~""" ,. ".' '~" ~ (:> , \0. ..' ('\ iP . <i, -c ~ , M' (^.;;;)j,"/''''~ . <<;1;;;~'1') ""~)^~~#'lc-c~&t.<7:.p.1<:t! ~'.7'c:r1';ki-c~,?<,} PROJECT NO. 03540 (I) lIS CONT. W.WF. z <l: -l X 1L 'It '<:I UJ r: m L-J I " ,'" ./ v-:,. r<' I Vt " .Q ,~ I ;J ,( I 'It "' , '~ ,. " v ,. v -:~ <' JJ ,:,~? .(; ,~"/ <..t: -:;:".(. /....~" I I ~.~J;r;2'" -1,1 I 8" ,-",~~7"~ 'I!J'''' '--(1) lIS CONT. I~ 1 I ,W.W.F. X '<:I I:: ',,,X , ,,~ I I Z <l: = -! ~l NfJ I I I 8" 5 STEFFED SLAB SCALE: I" = 1'-0" 1\ " 2'-lZ)" ---^ ,---- I~ IllS I-IOOKED DOWELl . L4" x 4" x 1/4" wi 5/8".p I~ AT 12" O.C. MAX. "A.B. AT 24" O.C. AT DOOR W.W.F'\I / ." OPENINGS ONLY (COOR'D. I \ .. = wi MFR) ">. ~<. ^ " / , " h RE~~R TO I I : : :,'~ ~ / 51-1EARWALL ii' ~. DETAILS II I ~ ~ I lIS AT 12" O.C. EACI-I WAY. REFER TO SI-IEARWALL DETAILS FOR ADDN'L REINF. 'It 3'-1" 8" . SEE FLAN. , , 1\ ......, (1) ~ FULL -I-JE IGI-JT A T FILES UNDER ELEv. AND STAIR. CONT. WATER STOP - N . oc -1 o oc ~ .-l ~tQO 't- ~:i ~ .~ 3"-~~ " / / ""~ . /- / " <<~"..l,y -\ '\ :.............:./. '~~ ,'\!/ , ,v \. , ~. " ' .", ".~ " , . I . , , <. .:s /. IJ "," I (. , ,,),"" " 1..' '<< ,." .,.. < > << . ~. I .,., o. . ". 'x." l.' ., . V" r""'---+--~-' 'I "".,, ", ,I" ~ "l. " . ',J " <, ,.~ r---'l .::.._-~ I,,, I I" "" "I' , _":~t- "- . I 1'-8" I, 1'-8" f WALL AI 'It .$C:,:) -'< I I ~ ! 1 0 ~~~L~~~~'~ ~~, SECTION ,3'-4" 1\ . ..... ~,. ~i~ ", '\ \",;"11 I ~?':. ,;e:. '-""_ ,] ..u. [,,~ ii... ! i \ ll; rc-... f-.,. '.~~. I U LJ ,,. , ~ t , . J...A. · N .t 1 ?Q':J"J.i/ .. '. >1fJ r/' . 6."" 1-; I': ' .4l<l!1,." '"..., ...... 'I' tJd/El OPf(t:Nt' ";j."';;""";;,/",,, I --.-..tu;,' tSJ'1t/I(!f>o; n" , '~.,,-~ . ~.p/'.jali..'IF-' cP, . . 4 ..Iii I ...."t."\!i,o"~~~~ -...'".',_...f ~bmital: ~ Date Plotted: January 10, 2005 Date Issued: January 10,2005 03540 I'~/ '00% Constllction " Docur4nts Fou~n Dtls, s- ~'l~ Revisions: /""\ ( , rx 1, ,~~ \ c, \ \ fJn \.... 1\ \' PROViDE (1) lIS VERT. IN / GROUT FILLED CELL AT CORNERS AND INTERSECTING WALLS. {~~~ :~rrn CD]C} ~--~ PREFABR1ICATED CORNER AND TEE JO INT REINFORCING UNITS. LAP !-lORIZ. JOINT REINF. 0" (MIN) TYP. A -~"- , \ ~1 JJlt~0"" I 7;]' // " " /' 611 / 1'1/, < 'Iv. {~~~ :CEnJ If ,~f tl~ ~ I - J I - (1) lIS VERT. IN EACI-I ~ HAIRPIN TIES 1 1 ADJACENT GROUT FILLED AT 10" O.C. ~__~ CELL. I ~ TYPICAL REINF. DETAIL AT CORNERS AND INTERSECTING WALLS 1 SCALE: 3/4" = 1'-0" <> v 8" MIN. BRG. BEARING ON MA60NRY TYPICAL REINF. DETAIL AT CORNERS OF NON- INTERLOCKING WALLS 2 SCALE: 3/4" = 1'-0" ^ < ~ \ . i'~lZ>" ~__... .. ...n C:~==~==========T= ir===o II u 'J OFEN / FROVIDE SLOTTED !-lOLE IN BOTTOM OF LINTEL FOR PLACEMENT OF REBAR AND GROUT. lIS REeAR FLANGE COUPLER OR DOWELS OUT OF COLUMN. I" KEYWAY BEARING ON CONCRETE 6 TYPICAL PRECAST LINTEL DETAILS SCALE: 3/4" = 1'-~" REFER TO 1/6-8(2;)(2;) FOR ADDITIONAL INFO. HOLD BAR DOWN 2" BELOW TOP OF sLAe. 6\ ELEvATED SLAB I t;J LEvELS 1, "" .. < " ~,.,."V rOo" " "I. ().... "" , -- ,,: y- TYPICAL MASONRY INFILL AT 10 ELEVATED SLAB DETAIL SCALE: 3/4" = 1'-~" A\ '6~ -I" CLEAR AT TOP FOURED CONC. TIE BEAM AT TOP OF 13REAKAWA Y MAS. REFER TO 13/S-b01 \ POST TENSION CONC. SLA13 \ CONCRETE COLUMN OR SI-lEARWALL I I ~. , 1 -f''',\ I~ \ L / ..., ", " / - INSTALL 3".p (MIN) PV.C. SLEEvE IN SLAB FOR FLACEMENT OF VERT. WALL RE INF. AND GROUT. I } ~~ l " r I ! ...J / ,.J ., "-, .. I j /, I I ~ (12\ ~ VERT. WALL RE INF. SEE PLAN. ~ BREAKAWAY MASONRY 1/2" ISOLATION JOINT (TYP) ^ ^ v v v v v @1- .~~~A;';~~~~~ASO~R;~E;A~L 4 SCALE: 3/8" = 1'-0" ~~ ~~~~ ~~~~~~ ~ ~ CONCRETE COLUMN ~\ OR WALL. @ o ~ "U ~DOVETAIL ANCI-IORS , .', / AT lb" O.C. 'd ~ ~ GROUT CELL ADJACENT TO U COLUMN. NO REeAR REQ'D. UNLESS CM.U. SECT. NEAR o COL. IS 8" SQUARE OR LESS. lQl TYPICAL MASONRY WALL CD ~~L~c;:,~:;~pET AIL A V II V ,VERT. REINF. ADJACENT TO OPENING FER PLAN. I V OFEN I I I ~~ _2 ~\-~-------- : \ \ \ : \ \ \; ~ \ \ 1<.0. BLOCK wi (I! '5 CONT. L EXTEND I-IORIZ. REINF. INTO CELL ADJACENT TO OPENING. <il> \ <> 7 HORIZONT AL JOINT REINFORCEMENT AT FIRST AND SECOND COURSE BELOW OPENINGS. RUN CONTINUOUS OR EXTEND 2'-0" MIN. 13EYOND OPENING. TYPICAL DETAIL AT WINDOW SILLS (OR OTl-IER OPENINGS) SCALE: 3/4" = 1'-0" oc -1 o A POST TENSION CONe. 5LAB ~ -1-l.D. GAL v. L3" x 3" x 1/4" EACH END OF TIE 13M. NOTE: INSTALL CLIF ANGLE FRIOR TO FOURING TIE BM. ~ ,- . ~ r .- , I I I", " . , .. r .' I ,'. . . ., " I.'.. " I , I . I' , 1 .:: ('.;.1 '. __ I " "1 ,: I L ~ ~ -- I <. I I L_'...:.. >, l..'.,'... .....,. "" . ',' (. '.' .-/ ., , CONC. TIE BM. '. ~, REFER WI3/5_67.. -~CONCRETE COLUMN OR SI-IEARWALL SEE PLANj > ~ 1/2" ISOLATION JOINT ^ I ^ v I ....~~~~ - ~ ~ - ....~-.... v"V"~~ 4 ~~;~A~~~I~lZ>~~ M~~SO~~l ~D~T AI~ WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A CONCRETE COLUMN OR WALL. \ @ --~ o ~ ., ADJUSTABLE vENEER ANCI-IORS SCREWED TO COLUMN AT 10" D.C. . [r~-GROUT CELL ADJACENT TO COLUMN. NO REBAR REQ'D. UNLESS CM.U. SECT. NEAR o COL. IS 8" SQUARE OR LESS. lQl OPTIONAL MASONRY WALL AT COLUMN SCALE: 3/4" = 1'-0" 4 INST ALL 3".p (MIN) PYC. SLEEvE IN SLAB FOR PLACEMENT OF vERT. DOWELS AND GROUT. ~ ELEvATED SLABI LEvELS l <> ~ BOTT.lLlNTEL " I . { I . ~-s vERT. DOWELS AT MIDSPAN OF LINTELS SPANNING UP TO 10'-0" AND AT 4'-0" D.C. FOR LINTELS SPANNING OvER 10'-~" Ij// I .... j;? I 1 "" . "--/ TYPICAL LINTEL SECTION @ r:~:~~" ~ ~lZ>~LABS oc -1 o EQ. I; EQ. 1 I I I _ ;::::= 1* r 1-1.0. GALV. L":Y' x 3" x 1/4" ;:.. / w/ 1I4".p x 1 3/.4' T,ll,PCON II I SCREWS EAC~~ END OF TIE ~ U 13M. cj , I '"" t- ., ~ <[ - - ---- - - - -- U) 3 ~ G ~ ill I - I -'.- ~ - , - - == -- - =-= o- f-- --- f-- F o ~ MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL c,a.A. No. 7498 George E. Mohon FL P.E. No. 46665 13630 58th Street North, Suite 107 - Clearwater, FL .3.3760 Phone (727) 535-9771- Fax (727) 535-977.3 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248 9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND 'ARCHITECTURAL WORK'" U"DER SECTION I 02 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF 1990THE PROTECTlOt~ INCLUDES BUT 1$ NOT LIMnED TO THE OVERALL F-QRM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. FOR TIE BM. LENGTI-I: ~' TO 11' : (3) SCREWS TOTAL 11' TO 14' : (5) SCREWS TOTAL 14' TO 18' : (b) SCREWS TOTAL 18' TO 22' : (1) SCREWS TOTAL (DO NOT EXCEED QUANTITY OF SCREWS SPECIFIED) \L.C l -fl.'1"> , (-. ~. '.I,' ~ .... ..(' ..... ,..' ',"" ... t _. ')...1.../." . r.. ....) (.. "/>nf'b~'r(f/-"("/ ((':/,,:r..J....~O,./,.. ., PROJECT NO. 03540 == . <, == -, - == == MASONRY TIE BEAM. -<~~,-~~~~ SEE PLAN. ==', == -'. - - - -" - == .,.;.e .== ------- - - == == -. - -., - - - -., .. - ==. == == ^ti ==_ -" 1\, vf\ ~..v "..~ NOTE: PROVIDE 8" BEARING EA. END OF LINTEL. NOTCI-I ENDS TO ALLOW vERT. REINF. TO BE CONTIN. ~ -" == == ==" < ~ ~ GROUT ALL CELLS t;z &OLlD ABOVE ~,v:== PRECAST LINTEL. ~ E E PRECAST CONCRETE U-LINTEL w/ (1) lIS CONT. GROUTED SOL ID UND. - ., I~ I-IORIZONT AL JOINT RE INFORCEMENT AT ^ FIRST AND SECOND BLOCK COURSE II V / ABOVE OPENINGS. RUN CONTINUOUS OR EXTEND 2'-0" MIN. 13EYOND OPENING. i / / ~PRECA5T CONCRETE U-LINTEL wi : 1/ /,'Y (I) -S CONT. GROUT SOLID UND. ",,1,,<>, <,'" "',~,.,' ,... C f'= =/.= = =:;;: = = =:= =,0;=-::;: = =;,:;: ~ =,,= =.~. = ~. ",-' ~ ~ ! ~PEN I I , , ., e."" '-. ~ - 5 TYPICAL LINTEL DETAIL SCALE: I 112" = 1'-~" v REFER TO 1/6-8(2;)(2;) FOR ' ADDITIONAL INFO. ~ .,~( ~ ELEVATED SLABI LEVELS l ' < -;: <<! , I I ,j' 1 'I, " x", , ~ J-- I--- ~, : 9 TYPICAL MASONRY INFILL AT ELEvATED SLAB DETAIL SCALE: 3/4":: 1'-0" POST TENSION CONC.\ SLAe I f. : .: \: I ~ / 8" X 22" CONC. TIE BM. w/ (3) ~ EACI-I FACE, 0113 TIES AT 24" O.C. (4~fZ>fZ> PSi COMPRESSivE STRENGTI-I) NON-BEARING BREAKAWAY MA5. / " w/ lIS AT 32" D.C. MAX. REF. TO SI-IEET S-~fZ>~ AND I1/S-0fZ>1 FOR ADDN'L BREAKAWAY WALL INFO. SEE ARCI-I. FOR ~ TOF/WINDOW, DOOR INSTALL 3".p (MIN) PV.C. SLEEvE IN SLAB FOR PLACEMENT OF VERT. WALL REINF. AND GROUT. <> VERT. WALL RE INF. SEE PLAN. I ~ ~~ 1 I I I I." I f. .x' I I I,' 1 I 1 I 1 ~" ~J' oc - -1 ;:"0 I ..."...... A ~ , ~' ;..,,,,;ii' ~,lr:": '~ I') r _,:01'<<': r:,-rf"-"f ~\ :.,: :; ""A'.:, , . .,.,.' . IE (j' ~_.- " . I ~ =-<--=. .11 'I - -.. . Y . ~ -. - - . I ~.. I ./ (@3 ~~~:~~,~: MASONRl D~~'~""""C"'~iF);.", ~ ~ ~.... ;:;::;.em};}' , ,.s :A. ~ ......... ~..... ~ ,~,J'_. .,,'" _. ~.' . .___ BPRC Submital: Date Plotted: May 23, 2005 Date Issued: January 10, 2005 Revisions: ~ Addendum #2 February 14, 2005 & Bldg. Department Comments May 18.2005 03540 1 00% Construction Documents Masonry Details 5-60 1 F~VIDE (I) lIS vE~T. IN / G~OUT FILLED CELL AT CO~ERS AND INTERSECTING WALLS. {~~~ ~~rOJ[I[} in: ~ , \ ~1 at~~" 17;)0' V/' 611 / 1'1t, '< 'IV. l---- :f'l-rfi :r=l 1 Ir'~-~ L~ ,~---- f tJl~ I l ~'. I (I) *5 VERT. IN EACH ~ I-IAIRFIN TIES I ~. ADJACENT GROUT FILLED AT 16" O.C. ~__~ CELL. I i ~ In -~- PREFAB~ICA TED CO~E~ AND TEE JOINT REINFO~CING UNITS. LAP I-IORIZ. JOINT REINF. 6" (MIN.J TYF. T'YFICAL REINF. DETAIL AT CORNERS CD ~~~, I~;:~~,ECTING WALL5 T'YFICAL REINF. DETAIL AJ CORNERS OF NON-INTERLOCKING WADLS '\f.':"~:'t. 2 SCALE: 3/4" '" 1'-0" ^ < {HORIZONTAL JOINT REINFORCEMENT AT FIRST AND SECOND BLOCK COURSE / ABOve OPENINGS. RUN CONTINUOUS OR EXTEND 2'-12)" MIN. 6EYOND OFENING. i /7 ~FRECA5T CoNCRETE U-LINTEL wi I / /'Y (1) 415 CONT. GROUT SOLID UND. 1 / '/.1 .,,"" ,,~, /. "c f=~^= =/.=:;;::::!:=~==,=:z::='~;;=~=''= ='=, .., ", p ,. '" ! 0;FEN 1 I \~6 ~ \. -, . "N:' 'J ~~'==~==/;==:==~"==:;;:::o'~' fl=:;;:=. =::l " -~~-. 'il <, ", . II ,:, II/. ," II' ,~ , II " " U , "~~ . ,0 '"i '"(' ~ "",,~ l ^ v c," :"y., .c _, " ~~ i, ~ \ < OFEN = . j/ , . " <;i ..c v F~OVIDE SLOTTED I-IOLE IN BOTTOM OF LINTEL FOR FLACEMENT OF REBA~ AND GROUT. 415 RE6A~ FLANGE COUPLE~ OR DOWELS OUT OF COLUMN. _) "'..c 8" I" KEYWAY MIN. BRG. BEARING ON MA50NRY BEARING ON CONCRETE 6 T'YFICAL FRECAST L INTEL DETAILS SCALE: 3/4" = 1'-12)" REFER TO 1I5-8e>e> FOR ADDITIONAL INFO. I-IOLD BAR DOWN 2'1 BELOW TOP OF SLAB. INST ALL 3"4' (MIN.J F.v.C. SLEEVE IN SLAB FOR PLACEMENT OF VERT. WALL RE INF. AND GROUT. ,/ _".,1'/ ~ ELEvATED SLAB I LEVEL6 > ' I .r <. ~ " f .' > .~y." ~ ~ L :"\' ~ , !>;'.., / I , ( J-.. " -- veRT. WALL REINF. SEE FLAN. /~ . y- T'YFICAL MASONR'Y INFfLL AT ELEvATED SLAB DETAIL 10 SCALE: 3/4" = 1'-12)" CONCRETE COLUMN OR WALL. \ 1QJ o ~ '. · .., __ _, '.0, V ~f;;,e:,T ~~. ANC>-I0R5 .d '. Q CONC~ETE COLUMN OR WALL. 1QJ o \ .1 -==- -.:s ~1 "< ADJUSTABLE vENEER ANCI-IORS SCREWED TO COLUMN AT 16" o.C. ':' (t " ,< /.- --=' ~ ~ []}V-- GROUT CELL ADJACENT TO COLUMN. NO REBAR REQ'D. UNLESS C.M.u. SECT. NEAR o COL. 16 8" SQUARE OR LESS. ~ l!rV-- GROUT CELL ADJACENT TO COLUMN. NO REBAR REQ'D. UNLESS C.M.U. SECT. NEA~ o COL. IS 8" SQUARE OR LESS. ~ TYFICAL MASONRY WALL o ~c~L;~~,~:;~pET AIL <( "',- \ ^ v TI V ,VERT. REINF. ADJACENT TO OPENING PER PLAN. I V OFEN I 1 I 4 OFTIONAL MASONR'Y WALL AT COLUMN <> l K.O. 6LOCK w/ (1) lIS CONT. EXTEND I-IORIZ. REINF. INT CELL ADJACENT TO OF SCALE: 3/4" '" 1'-0" ~",.."'..' " ~" r:l0 ,', r, ....~, '~.,i" ,'fil' ,1<~' .2."'icoJ1. 4' ~i ,,,' INSTALL 3"4' (MIN,,#~. SLEEve IN SL~~;'~ FLACEME~N1:' ..... 'veRT. DOWEL5 '. .... GROUT. .~ >' .-J[.. ..~VATED SLAB rvELS > /. {f < ,J" II'~ / ir G. I " I " ' <- . > ," ,,' ~ir' ,,/. ^ ",... << .. .,~ ~415 VERT. DOWELS AT MIDSFAN OF LINTELS SPANNING UP TO llZl'-0" AND AT 4'_lZl" o.c. FOR LINTELS SFANNING ovER 112)'-12)" . ~ BOTT.lL INTEL I-IO~ TAL JOI REINFO ME AT FIRST AND SECOND SE BELOW OPENI~ ". ONTINUOU6 OR EXTEN '_12)" MI YOND TYFICAL PET AIL A1='OW 5ILL5<, (]) (5~~,c;~~~,~"O~YG5) ,.~ .,;''' .,/" ,/' WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A T'YFfCAL LINTEL SECTION @ ~~~f~,,:- ~<')~LA135 ...... '",~ '~ ~~ ,;. ~ (;1.,. .,;,~si d €J- ,,,.-,.., .... (<> ~,' '<.~ ...c , .~ ", 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ MOHAN ENGINEERING, INC. n Consulting structural Engineers FL c,a.A. No. 7498 George E. Mohan FL P.E. No. 46665 13630 58th Street North, Suite 107 - Clearwater, FL 33760 Phone (727) 535-9771- Fax (727) 535-9773 <Cl2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. '. ^";))/'I://"'~~ . <<~;"~)') (,,:~~'c;~?t,t':-t4zt<7'?f<?f <#""'~;~CJf(';kfJC~t,e~ PROJECT NO. 03540 ~ .jj~ 5 (\' '-)~\ ;h =:: ~., =:: =::' =:: - - MA60NRY TIE BEAM. -<~~,_~~7~ 6EE FLAN. ~' ,'== ~ .- ~~_!_-~/~~'" I-- I-- . I-- I-- I-- " I-- ~.~,.. NOTE: FROVIDE 8" ARING EA END OF L NOTCI-I ENDS . ;D.LLOW vERT. R .' 0 6E CONTIN. ~ V ',~ ~" == ~ GROUT ALL CELLS -" ;z SOLID ABOVE ==.,y::= PRECAST LINTEL. =:: .... - -" == :=' := F~ECAST CONCRETE U-L INTEL w/ (I) lIS CONT. GROUTED SOLID UN.o. ., /. J,- ,.~' TYFICAL LINTEL DETAIL SCALE: 1 1/2" = 1'-0" v REFER TO 1/5-8e>e> FOR " ADDITIONAL INFO. " 6\ ELEvATED SLABI '" LEveLS l, " 1 I f ,', , "t.' ., ii 0 I >- -- v SEE ARCI-I. FOR ~ TOF/WINDOW, DOOR INSTALL 3"4' (MIN.J F.v.C. SLEEvE IN 6LAB FOR FLACEMENT OF veRT. WALL RE INF. AND GROUT. ,,~, ~ ~ <~ .". ': .'l veRT. WALL REINF. SEE PLAN. T'YPICAL MASONRY INFILL AT ELEVATED SLAB DETAIL SCALE: 3/4" '" 1'-0" 9 flJ'o Uli m:-.,~, ::.;- , .. It J , J4N. !ii!, 12 J 1i'1)'- /, f ~O'if~ ' . "'IItA~. IP~1I1/ -~ ~ , c.., " .. " " BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10, 2005 Revisions: 0(540 1 00% C&struction Docu~ents Mason etails 60 TAPE DAMAGED- SI-IEATl-IlNG AS REQUIRED - PLASTIC GROMMET c3 tp L r: I c3 ill 4- 2' TE~D~~ b-..T. <' <' ~ . _~J ~ r r /frl 11 ~(2) 1'4 T~JElOTTJ CONTINUOUS 12" MIN. FIXED ANCI-IOR CONNECT TO TENDON FRIOR TO 51-11PMENT TO JOBSITE. STRES51NG ANCI-IOR AFTER STRES51NG TENDON, CUT OFF EXCESS LENGTl-I. SFRA Y I-IARDWARE WITI-I RUST PREvENTATIVE PAINT AND GROUT FOCKET FLUSH WITI-I SLAB EDGE. 1 T"'rP. POST TENSION ANC~OR DETAIL SCALE: 3/4" = 1'-0" t- WIRE TIE\ ~r 4" MINIMUM I \: .1 ~ ~ r:1 r , ~r I ~ ;::: ~ MAXIMUM 51ZE 1-1/2"<1> t I I : J w 6 T"'rP. IN-SLAB CONDUIT/PIPING SCALE: 3/4" = 1'-lZl" J 1 2'-0" P.T. TENDON ~ TYPICAL r ~ r Lf '"#- .y ~ / r / r / ~ to I/r/ /- '/:::::::- <, 'err C?C' '1- )-.~ T"'rP. ~AIRFIN DETAIL AT CURVED B.T. TENDONS 11 SCALE: 3/4" = 1'-0" I / r l c3 ill I L l- I c3 ill 1'-(Zl" MAXIMUM , , (2) TENDONS MIN. IN r j' EACI-I DIRECTION TO SFACING I I FA5S THRU COLUMN I I (3) TENDONS PER r"..) r'J r' r'J r'J 6UNDLE MAX. '\ ~ r ~ J ") l r ) '\ \ ~ r ~l 'r I I Il -: L ~J J '\ ~ FLACE 6ANDED ~ DIRECTION TOP BARS l") AE30vE UNIFORM DIRECTION TOP 6ARS. SEE PLAN. r -)'- UNIFORM r TENDONS ) "h "h ,,' ",' "," I I J 4'-0" MAXIMUM } 6ANDED TENDONS @SLAI:3 REINFORCEMENT OVER COLUMNS 2'-lZl" 4" MIN. 2'-lZl" -.I -T- I I I I I I I I I I I I ~ W cG (])ffi--- E Q) crtK9E9--- i i Iii i ~ I - N 1.1 --g" r ~ I N -' .-- 12" MAX. SIZE IL-s E3ARS AT TOP AND 60TTOM 7 MULTIPLE SLAB PENETRATION DETAIL SCALE: 3/8" = "-(Zl" fUPPER SIDE OF \ LOW PROFILE \ r~NDER SIDE OF / 141614 PROFILE l " ;---- ~ L.T. TENDON 12 ~~1:: ;~~=~~~ATURE STEEL FLACEMENT I ~ 5UPPORT 6AR AT 4'-lZl" O.C. MAX. r TENDON ~ 413 SUFFORT 6AR r TENDON eEN~ TIES DOWN\ r TENDON .J AT 4'-lZl" O.C. MAX. lL I ill I I I ill ): < 0) ~ J <--- /'" ~ i/; ./ ---it '-' '" u r (> r: t, r r.f II r L CONTINUOUS I I I" ~~" OR 3/4" lTD. I I l ~ ~ CI-IAIRS AT .J CI-IAIR .J 4'-lZl" O.C. MAX. SLA6 60LSTER lL lL ill FLASTIC TIPS AT ill PLASTIC TIPS AT ill EXFOSED SURFACES ill EXPOSED SURFACES 0) 0) r II PL:STIC TIPS~ AT EXPOSED SURFACES 3 T"'rP. SLAB BOLSTER SUPFORT TYFICAL C~AIR SUPPORT TYPICAL ~IG~ C~AIR SUPPORT 5 4 SCALE: 3/4" = 1'-lZl" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" TENDON SMOOTl-I TRANSITION 6Y SUPFLlER 0..: }o- t- 5UPPORT 6ARS ill ZQ LO) ::r ~ 0 I<{ Nill r- CONTINUOUS STRANDS 11/2" ~ (PROVIDE ADDITIONAL 415 X 3'-lZl" DOWELS AT /J SLA6 TOF AND 'l 60TTOM TI-IRU JOINT. CONTINUE ALL OTI-IER 6ARS Tl-IRU JOINT. Ib I jfJ j c3 ANCI-IOR (2) - -S X 3'-lZl" T. AND 6. TYP. ~ I P.T. TENDON \ \ \ I " ~^ ~V< 11'\ I :a:: -' r-- . - (2) - '5 I TOP AND EIOTT \ ADDED STRANDS ARE GROUPED WITI-I CONTINUOUS STRANDS ,.,.,( \ - .... FLAN ~"4 T. AND B. " / 2"-::lX r f-3" TYF. MIN. 3'-0" TYP. LOCATE KEYED CONSTRUCTION JOINT WI-IERE F.T. CA6LES ARE MID-DEPTI-I OF SLA6. I Qt=~ I~ I SUPPORT / BARS AND CHAIRS SECTION I g -:L-, :J~ ~ySJ ~ I . (3 ill SU6MIT PROFOSED CONSTRUCTION JOINTS TO ENGINEER FOR REViEW. ~~ (2) - 4f5 TOP AND 60TT x H 1 SCALE: 1 1/2" = 1'-lZl" SLAB CONSTRUCTION JOINT 1 0 ~~~E~" ~1~::AND DETAIL 8 ~Y::I,c;~~. ~;,AI:3 OPENING I 9 I ~ r I ~ (MIN.) l-IAIRFIN 6ARS. TOTAL PROVIDED EQUAL TO NUM6ER OF ANCl-IORS PLUS 1. I~" MIN. - 3/8 1-1. 1 . . ::.oq=3 Ii .J o z <t .J c3 lL ill ill ill 0) oc~ .J- Ot- <t "<t . ......z 11'\- L C.G. VARIES AT BALCONY Z <t .J lL ill ill I 0) ...:lo ~<;. I-P C.G. __ -- ----- --- S14RIN~ AND J / TEMP. eARS "j TENDON (2) I-IORIZONT AL 414 6ARS EXTEND 10" MIN. 6EYOND EACI-I SIDE OF ANCl-IOR GROUP. ~i L - N .::::, SLOPE SEE PLAN , II ~ \... ~~" ~ '-' (2) '4 TO~ AND/ \ g eOTT. UNO~ ~ANC140R TENDONS AT C.G:. CT"(P.J / -; ~ ...a-- ~ .r ANCl-IOR ~ ~ SFACING ~ 12 INCI-IE5 OR LESS I!J ~/~.. ~ -0 FJIl ff- J,A .1" / "':! 'I ~N Ii . I '/ Ii II ~ J "" ifi , .'111. ~"k,"",,,,, ,....I.,..,J,or:;rj.a.f,.,.l " ... .. ""'r" I If) '-;\'; '>>>._ i ;,~ (/'1;,; ~~"" ,.J' if. ". ~. / .,.... 't.Jl . forI !1~Pt J '" I ~ I .--- ~ NOTES: 1. CONCRETE TO 6E lb~lZllZl PSI AT 28 DAYS (w/c = lZlA) /~ ~ I 2. P05T-TENSION 5YSTEM TO 6E ENCAFSULATED. ~ 3. APPLY (1) COAT 40% SOLIDS PENETRATING SILANE "CI-IEMTRETE 6SM 4~" 6Y SIL VENTO, INC. (8~lZl) 828-(Zl~1~ OR EQUIvALENT TO TOP SURFACE. STRESS A MIN. OF TWO ~ TENDONS AT SLA6 EDGE FERPENDICULAR TO E3ANDED TENDONS AT 60TI-I STRESSING AND DEAD ENDS 6EFORE 6ANDED TENDONS ARE 5TRESSED. 13 ~~~~~~~~ ZONE REINFORCING - z ~- L ,f\ 4. SL IDER TRACK SCREWS TO 6E STAINLESS STEEL AND SET IN EFOXY. NOTE: DETAIL AFFLICA6LE FOR GROUFS OF (6) OR MORE TENDONS W/ 1-I0RIZONTAL ANCI-IOR SPACING OF 12" OR LESS. !:;1. PROVIDE 1 1/2" COvERAGE AT ALL EXTERIOR 6ALCONIES. 14 ~~::I:c;~,~= ~~LCONY DETAIL WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10, 2005 Revisions: 5-700 03540 PRICING SET <.4~esid (Bftl..._.. ,... <; ~4 ~, '. \$ ,..::; ~' ~ B ~ Post Tension Details 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 * MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL C.O.A. No. 7498 George E. Mohan FL P.E, No, 46665 13630 58th Street North, Suite 107. Clearwater, FL 33760 Phone (727) 535-9771- Fax (727) 535-9773 III 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 ('^;'?h;..'~' . · '///'".<''''-'~~';:~1^'.) ./'", ,,' .'",.:)"':<> " :(,,(...;....,/:.,.;.;.;', " · <,,<' < /?#<U~tr~>;lffcf ~,. c/ '$ez"..,<.'..:;r .1('.4- . '. ,',' ,',. .,'i /..,' .,.,.. " . ..,' .,,' '..,...,'..' '. "<>>:'" .' ," ".:"."., BANDED TENDONS A MINIMUM OF (2) UNIFO~ TENDONS TO BE TIED UNDER BANDED TENDONS AT COLUMN. NOTE: ONE OF TI-IESE TENDONS 15 AN (+) ADD TENDON (IN ADDITION TO TENDONS REQUIRED BY FORCE). UNIFORM DIRECTION REBAR UNIFORM DIRECTION ( +) ADD REBAR UNIFORM TENDONS TIED UNDER UNIFORM DIRECTION ( +) ADD REBAR BANDED TENDONS AT COLUMN ct. PLACE ABOVE UNIFORM TENDONS AT ct ONLY. BANDED TENDONS AT ct OF COLUMN ONL Y. UNIFORM DIRECTION REBAR. UNIFORM TENDONS BANDED DIRECTION REBAR. DRAFE w/ TENDONS BANDED DIRECTION REBAR A\ ~~ BANDED DIRECTION REI3AR rr I3ANDED TENDONS ^ <?> <? / D 1-- - - - - -I W I3ELOW ~ I I ~ I V /i F I UN OC I I 'j C ~ 10 d) ~ ~ II / Z UN C) I .......... I I I (~ --- 0 ~ 1'--,1 I ( +) Z I I I ill l- I I I- 0 ...... ...... & ~ <;. I I <;. I I I I 0 I I C) I I I I !!: & I I Z I I :::l () ~ !!: I I ~ ...... I I ~ I I I I I I L__ - - - - - _.J I < ~ I-IANDRAIL BLOCKOUT 1 112" CLR. . . . . . (1) 1I3 I-IORIZ. X 2'-0" =='*======-= - -LD~F FANf"L AT COLUMN WI-IERE AFFLICABLE. _ _ _ _ _ _~_ _ .J LDROP PANEL AT COLUMN WI-IERE UNIFORM TENDON AFFL ICABLE. SUPPORT BAR li --' o ~ .. '; I3ANDED TENDON SUPPORT BAR UNIFORM DIRECTION CONT. BOTTOM REI3AR(DRAPED) WI-IERE APFL ICABLE. UNIFORM DIRECTION CONT.60TTOM REI3AR (DRAFED. REFER TO 3/S-1el1) WI-IERE AFPL ICAI3LE. UNIFORM TENDON SUPPORT BAR ROP PANEL AT COLUMN I-IERE APPL ICABLE COLUMN LACE UNIFORM TENDONS DER BANDED TENDONS AT OLUMN I3ANDED DIRECTION 130TTOM RE6AR UJI-IERE AFPL ICA6LE. BANDED DIRECTION BOTTOM REBAR WI-IERE AFFL ICAI3LE. IFORM DIRECTION ADD REBAR TENDON AND REBAR FLACEMENT 01~A~~I:~,~",~ IRECTION TENDON AND REBAR FLACEMENT 01~~~~~~~",,,D IRECTION TYFICAL +-1ANDRAIL BLOCKOUT DETAIL SCALE: 3/4" = J'-el" CD ~~~;:~~ .~~~ RE6AR PLACEMENT PLAN AT COLUMN BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10,2005 Revisions: 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1 00% Construction Documents , ,,1..40$1 d l.1't)<(;'t\ ,>$I 'I$> ;-..q ~ .~ 'f'!' Post Tension Details * MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL C,O.A. No. 7498 George E. Mohan FL P.E. No. 46665 13630 58th Street North, Suite 107 - Clearwater, FL 33760 Phone (727) 535-9771- Fax (727) 535-9773 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1 785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 S-70 1 ('.~;:.~' ,.",...F.".M~ <<~".;;y:'::;"~""') ..' ,'';:, - -.t.~.":,~"',, . : ", .'~':- ::;.;.;~ . ,..? v; -....,.';,eo .,'. - ',' "., ......,..:,... ,.;. .,'./..., ...., ".' ,,"">>'" -(."Lf'~'''''''?~'~ i!"":':~'",,;.r, (if...,...."...?.. " ,."".....,..) <',' '" ~,..,..',fi.6 ." . ,..'>!f'""..., ,:e.., ',','.'.w. ' .,'..,.,.,,*1#,., ""/.'~ . ....' ,. .....;. <Cl2OO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHiTECTURAL WOR~"' UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM A5 WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 Tl-+IS SECTION TO BE USED ONLY AT EXTE~IO~ NON-LOAD BEA~ING WALLS. 4IS AT 32" O.C. MAX. AND AT SIDES OF ALL OPENINGS UF TO 4'-lZ)" WN.OJ. (2) 4IS VE~T. EACl-+ SIDE OF OPENINGS G~ATE~ Tl-+AN 4'-lZ)" (UN.O.). SEE FLAN FO~ OTl-+E~ CONDITIONS. FOST TENSION CONC. SLAB FOST TENSION CONC. SLAB INSTALL 3"~ (MINJ F.V.C. SLEEVE IN SLAB FO~ FLACEMENT OF VE~TICAL LUALL ~INFORCING AND G~OUT. -----f - L5TEP AND 5LOPE AT LUALKUJA YSI6ALCONIES. SECTION AT NON-6RG. INFILL MAS. SCALE: 3/4" = 1'-lZ)" SECTION AT NON-6RG. INFILL MASONRY SCALE: 3/4" = 1'-lZ)" REFER TO 1I5-8(z)(z) FOR ADDITIONAL . INFORMATION. -----f - L5TEP AND 5LOPE AT LUALKLUAYSI6ALCONIES SEE ARCHS BOTT./PRECAST CONC. LINTEL.: POST TENSION CONC. SLAB. TOP REINF. BA~S CENTERED OVE~ Sl-+EARlUALLS. SEE PLAN. I-IOOK VERTICAL ~EINF. INTO CONC. SLA6 " OCI-~ ~ -<:( () o .~ - n..W ~>-I- ....... I- Z ~'--- CONC. Sl-+EA~LUALL. SEE FLAN. ~ F~CAST CONC. U-L INTEL w/ (1) 4IS CONT. G~OUTED SOLID. ~FE~ TO SI-IEET S-6lZ)1 FO~ TYPICAL DETAILS. FOST TENSION CONC. SLAB. ~FE~ TO 14/S-1lZ)lZ) ~RAILlNGS FER A~CI-I. ~ ~ n.. W I- d) OC ~ o S SLOFE >- & 41ST X 4'-lZ)" AT 48" O.C. MAX. UN.O. SEE FLAN FO~ ADDN'L. ~INF. CONT. L2" x 2" x 16 GA. (TYFJ EXTE~I O~ Sl-+EA Tl-+ING. ~FE~ TO A~Cl-+. WALKWAY SECTION - 2ND FLOOR SCALE: .3/4" = 1'-l'Z)" 4'-lZ)" ......... 4'-lZ)" 41ST X 8'-lZ)" AT 12" O.C. MAX. (2) 4IS CONT. TOF 4 BOTT. & AT LUALKLUAY SLAB EDGE .3 5/8", 16 GA. METAL STUDS AT 16" O.C. MAX. w/ CONT. 16 GA. TRACK TOF. FASTEN TRACK wi (4) 1/4"41 x I 3/4" T APCON SC~WS AT EACl-+ STUD (2- EACI-I FACE) TYP. .3 5/8", 16 GA. METAL STUDS DIAGONAL B~ACE AT 16" O.C. ST AG6E~D EA. Dr~CTION (2) 4IS CONT. TOP AND BOTT., ~ TIES AT 12" O.C. MAX. V-RAILING5 PER ARCH. SLOPE >- FOST TENSION CONC. SLAB. ~FE~ TO 14/S-1lZ)lZ) OC ~ o N ;::::, ~-- ,.. ., I E 0 7 n C:i OC N en ;::::, C) C) ~ N N 0 n.. 7' ~ W N I- ^ 0 ~ d) L '" ;: -0 N - -0 0 I en -3 Q) -0 '" .<== E ~ I C) C) CD (f) ~ N """ -0 <( I en N 0 I en 0 0 N -::; u 2 (f) ~ Cl <( U ~ Q) '" 0 en en 0 D- -0 Is ;: -0 C 3' ~ x '5: > ~ "2' D- I Q) .2- --c; <( ~ L 1'-8" OC ~ u & 4IS6 X 14'-lZ)" AT 12" O.C. MAX. CENTE~D 6ELOW STEF IN BOTTOM OF SLAB. - S BALCONY SECTION - CONT. L2" x 2'1 X 16 GA. 2ND FLOOR (TYFJ EXTE~IO~ Sl-4EA Tl-+ING. ~FE~ TO A~Cl-+. SCALE: .3/4" = 1'-lZ)" & 41ST X 4'-lZ)" AT 48" O.C. MAX. UN.O. SEE PLAN FO~ APDN'L. ~INF. & (2) 4IS CONT. TOF 4 BOTT. AT BALCONY SLAB EDGE .3 5/8", 16 GA. METAL STUDS AT 16" O.C. MAX. wi CONT. 16 GA. TRACK TOP. FASTEN TRACK wi (4) 1/4"~ x 1 3/4" TAPCON SC~LUS AT EACl-+ STUD (2- EACI-I FACE) TYP. .3 5/8", 16 GA. METAL STUDS DIAGONAL 6RACE AT 16" O.C. \, SECTION SCALE: 3/4" = 1'-lZ)" ~ ~ n.. W I- d) POST TENS/ON CONC. SLAB. ~FE~ TO 14/S-1lZ)lZ) SLOFE >- P~CAST CONC. U-LINTEL. ~EFE~ TO Sl-+EET S-6lZ)1 FO~ TYPICAL DETAILS. SEE ARCl-+.~ 60TT./FRECAST CONC. LINTEL" ^v WALKWAY SECTION - 3RD,4TI-( 4 bT~ FLOORS SCALE: 3/4" = 1'-lZ)" ,~ j I OC S -J N U n.. ~ ~ ~ d) 1'-8" ^v ^v 4'-lZ)" ......... 4'-lZ)" 41ST X 8'-lZ)" AT 12" O.C. MAX. (2) 4IS CONT. TOP AND BOTT., 413 TIES AT 12" O.C. MAX. FOST TENSION CONC. SLAB. ~FE~ TO 14/S-1lZ)lZ) OC -J U S SLOPE >- OC ~ u S 4IS6 X 14'-lZ)" AT 12" O.C. MAX. CENTE~P 6ELOLU STEP IN BOTTOM OF SLAB. SEE A~Cl-+.~ BOTT./PRECAST CONC. LINTEL" PRECAST CONC. U-L1NTEL. ~FE~ TO Sl-+EET S-6lZ)1 FO~ TYFICAL DETAILS. BALCONY SECTION 3RD, 4T~, 4 ~T~ FLOORS SCALE: 3/4" = 1'-lZ)" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003THESEPLANS ARE COPYRIGHTED ANO ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT liMITED TO THE OVERAll FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. j --=1 ~ FOST TENSION CONC. SLA6. SECTION AT S~EARWALL SCALE: 3/4" = 1'-lZ)" ~ RAILINGS FEfiiC A~CI-I. OC ~ o S ^v SEE A~CI-I.S 60TT./F~CAST CONC. LINTEL.: "'it ....... ~ n.. W I- d) W~ w-J d) n.. & (2) 4IS CONT. TOP 4 BOTT. AT LUALKUJA Y SLAB EDGE 41ST X 4'-lZ)" AT 48" O.C. MAX. UN.O. SEE FLAN FOR ADDN'L. ~INF. TOP RE INF. BARS CENTERED OVE~ SI-IEAfiiCWALLS. SEE FLAN. . ~~ () 0 - ~ ~w WI- I- X ?:,w 1-1- -<:(-<:l: .n.: n..)- ~I- OCOC ~~ o u ~~ ~- ~ "'ST X 4'-lZ)" AT 16" O.C. MAX. UN.O. FOST TENSION CONC. SLAB . CONC.Sl-+EARlUALL. SEE FLAN. " OCI-~ ~ -<:( () o .ji - lL w ~ >- I- ....... I- Z ~'--- CONC.Sl-+EARWALL. SEE FLAN. SECTION AT S~EARWALL SCALE: 3/4" = 1'-lZ)" ^v ty-, FOST TENSION CONC. SLAB. ~FE~ TO 14/S -1lZ)lZ) OC ~ o S 41ST X 4'-lZ)" AT 48" O.C. MAX. UN.O. SEE PLAN FO~ ADDN'L. REINF.& SLOFE >- P~CAST CONC. U-L1NTEL. REFE~ TO Sl-+EET S-6lZ)1 FO~ TYPICAL DETAILS. ~ (2) 4IS CONT. TOF 4 BOTT. AT LUALKUJA Y SLAB EDGE CONT. L2" x 2" x 16 GA. (TYFJ EXTE~IO~ Sl-+EATI-IING. REFE~ TO ARCl-+. 3 5/8", 16 GA. METAL STUDS AT 16" O.C. MAX. wi CONT. 16 GA. TRACK TOF. FASTEN TRACK w/ (4) 1/4"~ x I .3/4" T AFCON SC~UJ5 AT EACl-+ STUD (2- EACl-+ FACE) TYF. .3 5/8", 16 GA. METAL STUDS DIAGONAL BRACE AT 16" O.C. STAG6E~D EA. DIRECT/ON SCALE: 3/4" = 1'-fZ)" WALKWAY SECTION - !:;T~ FLOOR /RAILING5 PER ARCl4. & 41ST X 4'-lZ)" AT 48" O.C. MAX. UN.O. SEE PLAN FO~ ADDN'L. REINF. & (2) 4IS CONT. TOP 4 BOTT. AT BALCONY SLA6 EDGE - OC ~ ~ N U n.. ~ ~ ~ d) 1'-8" OC ~ u S P~CAST CONC. U-L1NTEL. REFER TO SI-IEET S-0lZ)1 FO~ TYPICAL DETAILS. -Ay--- ^v 4'-lZ)" ......... 4'-l'Z)" 41ST X 8'-lZ)" AT 12" O.C. MAX. (2) 4IS CONT. TOF AND BOTT., 413 TIES AT 12" o.C. MAX. /RAILING5 PER ARCH.. FOST TENSION CONC. SLAB. ~FE~ TO 14/S-1lZ)lZ) & 41ST X 4'-lZ)" AT 48" O.C. MAX. UN.O. SEE PLAN FO~ ADDN'L. REINF. OC ~ o S SLOPE >- & 41SB X 14'-lZ)" AT 12" O.C. MAX. CENTERED 6ELOLU STEP IN BOTTOM OF SLAB. & (2) 4IS CONT. TOP 4 BOTT. A T BALCONY SLAB EDGE . 3 5/8", 16 GA. METAL STUDS AT 16" OC. MAX. w/ CONT. 16 GA. TRACK TOF. FASTEN TRACK wi (4) 1/4"41 x 1 .3/4" T AFCON SC~LUS AT EACI-I STUD (2- EACl-+ FACE) TYF. SEE A~CHS BOTT ./PRECAST CONC. LINTEL.: CONT. L2" x 2" x 16 GA. (TYFJ EXTE~IOR SI4EATl-+ING. REFE~ TO A~Cl-+. 3 5/8", 16 GA. METAL STUDS DIAGONAL 6RACE AT 16" O.C. :AGGE~D EA. DI~CTION V !:;T~ FLOOR n''-I~ \~; I} i; j ': f SCALE: 3/4" = l'-lZ)" BALCONY SECTION I, - 'll.;.' I..... ..... i-' ,~~ 1 tiE'I' \!...L ,. . . ie, , '(, < ,'f), ~ MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL C.O.A. No. 7498 George E. Mohan FL P.E. No. 46665 13630 58th Street North, Suite 107 - Clearwater, FL 33760 Phone (727) 535-9771- Fax (727) 535-9773 ~ '" -)// /1 ",./ r";,. .)- .11' ./' ,,~./,_ ..I,.".t .t"/,' r'" PROJECT NO. 03540 , 1_- '., '):"",lliNl',,(--I&VE[ ----..2:." 'l CLfA PMENT SIIC BPRC Submital: Date Plotted: May 24, 2005 Date Issued: January 10, 2005 Revisions: & Addendum #2 February 14, 2005 03540 100% Construction Documents Sections & Details $-800 TI-IIS SECTION TO 6E USED ONLY AT EXTERIOR NON-LOAD 6EARING WALLS. 415 AT 32" O.C. MAX. AND AT SIDES OF ALL OFENINGS UF TO 4'-fZ)" (UND.). (2) 415 veRT. EACI-I SIDE OF OFENINGS GREATER THAN 4'-fZ)" (UNO). SEE PLAN FOR OTI-IER CONDITIONS. POST TENSION CONC. SLAB .{! INSTALL 3"ojl (MIN) P.Y.C. SLEEVE IN SLAB FOR FLACEMENT OF veRTICAL WALL REINFORCING AND GROUT. > < "<0 < 9 <'? f~=-===f . L5TEP AND 5LOPE AT LUALKLUA YSI6ALCONIES. , ^ 1 SECTION AT NON-BRG. INFILL MAS. SCALE: 3/4" = 1'-0" v ^ . ~ ('!) lL ill J- d) POST TENSION CONC. SLA6. REFER TO 14/S-10fZ) It -! o - S SLOPE :;. " " ;/ ~ ,:,; "i ';r :! " '> ~ ~f ~ , ~, : SEE PLAN FOR MILD REINF. 6 WALKWAY SECTION - 2ND FLOOR CONT. L2" X 2" x 10 GA. (TYP') EXTERIOR SI-IEA TI-IING. REFER TO ARCI-I. SCALE: 3/4" = 1'-fZ)" ^ V ^ v 4'-fZ)" / / / " 4'-fZ)" lI5T X 8'_fZ)" AT 12" O.C. MAX. - ~ (2) lIS CONT. TOP AND BOTT., 113 TIES AT 12" O.C. MAX. POST TENSION CONC. SLA6. REFER TO 14/S-1fZ)fZ) SLOPE :> BALCONY SECTION CONT. L2" x 2" x 16 GA - 2ND FLOOR (TYP) EXTERIOR SI-IEA TI-IING. REFER TO ARCI-I. SCALE: 3/4" = 1'-0" It -! o - N ....... " REFER TO 1/5-8lZ>lZ> FOR ADDITIONAL INFORMATION. POST TENSION CONC. SLA6 << 4 ~-----{ 4 ~ - L5TEP AND 5LOPE AT WALKWAYS/6ALCONIES ., , .. ,. ..~ > I' I /, " ~;".~ 2" . " ,L SEE ARC 1-1. ~ I30TT ,CAST CONC. LINTEL~ PAST CONC. U-LlNTEL w/ (1)" ONT. GROUTED SOLID. ~ REFE'" 0 SI-lEET S-6fZ)1 FOR TYPIC ET AILS. 2 SECTION AT NON-BRG. fNFILL MA NRY '\~ '.,~ SCALE: 3/4";;; 1'-fZ)" "'t ^ v v /~ .w,..i · RAILINGS FER ARCI-I. "<t ....... ('!) lL ill J- d) . , , , , . , , . , , . ..............-............ . . . , . . .: , . , . , " , " , " , " , . , . , . , . . . , . . /~-, J .' ~I l-mr~ \. "1}~-! I' ~ ~!~ AT WALKWAY SLA6 EDGE I I I I X :,:.',:: " < /, "'. .'v ^ l II~' :/\ I \ i\ III L3 5/8", 16 GA METAL STUDS AT / 16" O.C. MAX. wi CONT. 16 GA. TRACK TOP. FASTEN TRACK w/ (4) 1/4"ojl x 1 3/4" T APCON SCREWS AT EACI-I STUD (2- EACI-I FACE) TYP. 3 5/8", 16 GA. METAL STUDS DIAGONAL BRACE AT 16" O.C. STAGGERED EA. DIRECTION . > (TOP REINF. 6ARS CENTERED OvER SHEARWALL5. SEE PLAN. '," ~,.J POST TENSION \ CONC. 5LAB. I \ I < .." . :,'" ,..,. ~ <> . l~., ' HOOK VERTICAL IREINF.J INTO CONC. SLA6 <' ;) . . ^ v 3 SECTION SCALE: 3/4" = 1'-0" ^ , ., FOST TENSION CONC. SLA6. REFER TO 14/S-100 4~. 'li(; .: ~" SLOPE :;. . , /, ..:"; .~ "".^ .: PRECAST CONC. U-LlNTEL. REFER TO SI-IEET S-601 FOR TYFICAL DETAILS. :'""." " . ...,. , SEE ARCI-I.S BOTT ./PRECAST CONC. LINTEL ^ 7 SCALE: 3/4" = 1'-fZ)" 17RAILING5 PER ARCH. <> '., <,,' " , )/:, :1' ,llifj '" . \..t }~n... l ' ,~~ I t\ : Jt" I \ :, (;2) 114 CONT. TOP 4 60n., . I I i~ Ij' X : ~ ,t~ " " I~' 111/\,1/ II I \ 1\ lill L3 5/8", 16 GA.,t~AL STUDS AT / . ~. 16" O.C. MA . / CONT. 16 GA. TRACK T . FASTEN TRACK w/ (4) 1/4"ojl 1 3/411 T APCON SCREWS AT E STUD (2- EACI-I FACE) TYP 3 /8", 16 GA. METAL STUDe IAGONAL 6RACE AT 16" o.c. ~ S 1. F= Ll. ')1\.1 .('~~ r( '"I)'~ '" ' '!":~~f,~ 4 ' ~0 ~/ ,;ill'r 'I .(, <;! r "'I' <.: #1 ~r-l ~-""--;--'~ .< - ~ S -! N o n... ~ ~ ('f\ d) " 1'-8" ~ -! o N ....... ^ v. . ~ 'H:' ^ v ^ v 4'-fZ)" " 4'-fZ)" lI5T X 8'-0" AT 12" O.C. MAX. (2) lIS> CONT. TOP AND 60TT., 413 TIES AT 12" O.C. MAX. POST TENSION CONC. SLAB. REFER TO 14/S-1lZl0 It -! o - ~ POST TENSION \ CONC. 5LAB. I \ '. .. < ^ ? I . <~.., t: - ~ ~ () Q ~ffi illJ- ~- J- X ~ill J- J- '<l:'<l: '0..: lL>- t J- .~ ~-! do ~' .~~M ~ ~ '. . .', " ~ oIIST X 4'-0" AT 24" O.C. MAX. UN.O. 4 4 (TOF REINF. 6ARS CENTERED ovER SI-IEARLUALLS. SEE PLAN. POST TENSION ---.\ CONC. eLA6 I "I " ill,~ 4": , ~.: ? " ..; "? <l(> '" . ~J-~ -! '<l: () o .~ = lL ill ~ "<t>-f- ....... J- Z ~ CONC. :H~;:RlUALL. SEE PLAN. " . .. '" . ~f-~ -! '<l: () o .~ ~ ~~~ · I ""-- CONC. :1-I~;:RlUALL. SEE FLAN. . ^ v :~I.i" 4 SCALE: 3/4";;; 1'-011 SECTION AT S~EARWALL 5 SECTfON AT S~EARWALL ^ v It -! U - N ::::, ,"'" "~ ~~~~ ~~, ~"ii ~~",> ~'~ '::',"~",' 'it ";, ..;:\I.;~~ "'~~.~ ~'Ii;,~'~ ~RAILlNGS PER ARC~"'''\ll // ~ .., I I SLOPE :> <.: I.! ~ ~ :: l'f: .," ,,", "4, ~'!~'" '"' .. ,.,'" ' \ I ~E PLAN FOR MILD REINF.J L1I56 x 8'-fZ)" AT 12" O.C. MAX. CENTERED AT TI-IICK SLAB. (,.(\ ^ SEE ARCH.6\ 60TT ./PRECAST CONC. LINTEL'" PRECAST CONC. U-LINTEL. REFER TO SI-IEET S-6fZ)1 FOR TYFICAL DETAILS. 10 ~c~~~~~~,_~,ECTION - 3RD, 4T~, ~ 6T~ FLOORS , WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 <Cl2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK"' UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, ~ "-mrz 1\ :', :1, )-i~ '--L(2).4 CONT. TOP' BOTT. A T BALCONY SLAB EDGE ~ MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL C,O.A. No. 7498 George E. Mohan FL P.E. No. 46665 13630 58th Street North, Suite 107 - Clearwater, FL 33760 Phone (727) 535-9771- Fax (727) 535-9773 . ,: '<;:' ., . ....'; l .. <>. j.,': " " " ,,: ."., ,~ ..; :I /.1 ., ','" ". . '--CONC. SI-IEARlUALL. SEE PLAN. j''i'' ~ . LJ\ - \ SCALE: 3/4";;; 1'-fZ)" /~-c-, I , , .' ~ :;, :1 .................."..,......................................,......,........,........"~- _____ I I! I I 1 ~I II 7~ ~~~l:/~rA~~'bciE rJ\ "" I~ 101 I \!\ I ~3 5/8", 10 GA. METAL STUDS AT / 10" O.C. MAX. w/ CONT. 10 GA. TRACK TOP. FASTEN TRACK w/ (4) 114"4> x 1 3/4" T APCON SCREWS - AT EACI-I STUD (2- EACI-I FACE) TYP. 3 5/8", 16 GA. METAL STUDS DIAGONAL 6RACE AT 16'1 O.C. STAGGERED EA. DIRECTION ^ "<t ....... ('!) lL ill J- d) POST TENSION CONC_ SLA6. REFER TO 14/S-lfZ)fZ) i~i'ffi~II~" iIi1!f;:;~" .. ~:{>-~ ,''''~ . (II' ^ . ,.~~' v vi RAILING5 :~7"" . ~>(i; . lC(i{/f" · .r,~';' :_-_: : . "'", "" ."'... ~ "";"A~>:':5.;;;..' <," .. ^\ ~ I~X>'~l' \ ill j " ,,' "J".. I n... · SEE PLAN FOR MILD REINF. SLOFE :> > " (> r-\."~ "l "".."; -:: ',) I " "' ~<c; ,,-,' ,..0: ~, ~--. -, ".; <;: t,':::\ ; 5EE PLAN FOR MILD REINF.J FRECAST CONC. U-LlNTEL REFER TO SI-IEET S-6~1 FOR TYFICAL DETAILS. > "/ :-:3. .. . '::--'" . ',' ...., SEE ARCI-I.S 60TT.lPR!::CAST CONC. LINTEL : ^ v It -! o RAILINGS FER ARCI-I. . - S " ill ~ ~([ CONT. L2" x 211 x 16 GA. (TYF) EXTERIOR SI-IEATI-lING. REFER TO ARCI-1. v ,,),1 ~)O ,1/" .,if WALKWAY SECTION - 3RD, 4Tt;4,r('~ 6T~ FLOORS "j~i'i;.I' ,.,:.,;..;'i""" ,j/)i' "J" ? ~S 7"J 8 WALKWAY SECTION - 5T~ FLOOR SCALE: 3/4" = 1'-lZl" ^ v ^ v , 4'-fZ)" " 4'-0" 415T X 8'-fZ)" AT 12" O.C. MAX. It -! o ~RAI~'NG5 FER ARCH. riD) ~ Wi fE U I'!J ~ I ~I UUJ JAN 2 1 2UU5 1j1J1 DEV~LOPMENTsf'ili;;r:;n~.1 J CITY OF CLEARWATER . ~, ''''l." . lli8C~.'.~. '. > '>l!k ~~"'''". ,,":;,:;~ "'!>;",' . - ~ (2) lIS CONT. TOP AND 60TT., 413 TIES AT 12" O.C. MAX. I I SLOPE :> I <: ..:. /} _ ";:' , ~). '4, r .. ", . 'V l : " ", " ",4 I ',"" ",' " I I J E FLAN FOR MILD REINF. N POST TENSION CONC. SLA6. REFER TO 14/S-1fZ)0 , ~ .~z~J I I , ^L " ,'" .'.,r', ": ~" l~'> : ,," ".. " < ,"",.' "'!~~. l ----~,-,-~- .,\ ~ l. ~ - ~ ~ ~J 1'-8" ~ \ I 5~E PLAN FOR MILD REINF.J " W N LOSB x 8'-<2>" AT 12" or:.. MAX. ~ ~ :::::: CENTERED AT TI-IICK 5LA6. ,..r ~~<< ,rt" -:~ .. t'" Co., h < I F I ~-~----,;!J ~ "" '., -'~ (l ill ~ d) ..... /. IIo/ty;i :, . - ~ S -! N o n... "<t ill ....... J- ('!) d) i.f 1'-8" .;.<~. It -! U lIS CENT '-fZ)" AT 12" O.C. MAX. AT TI-lICK SLA6. N ....... . PRECAST CONC.~ " U-LlNTEL. REFER TO SI-IEET S-6lZll FOR TYPICAL DETAILS. SE 60TT.lPRECAST CONC. L CI-I.I\ -" C (TyP. EXTERIOR REFER TO AR ~ - N ....... .., . ~ "=JZ .. .. l. .1 1 ill '<l: \. .1' I ([ ~- I Ii I I ;~ / h I (2) 114 CONT. TOP 4 60TT. h //. / I AT 6ALCONY SLA6 EDGE ~~~I~ /'\6(( \ II" " I \ I I. "'-- 3 5/8", 16 GA. METAL STUDS AT 16" O.C. MAX. wi CONT. 16 GA. TRACK TOF. FASTEN TRACK w/ (4) 1/4"ojl x I 3/4" TAPCON SCREWS AT EACI-I STUD (2- EACH FACE) TYP. ~ TI-IING. / 3 5/8", 16 GA. METAL STUDS DIAGONAL BRACE AT 16" O.C. STAGGERED EA. DIRECTION ,L2" X 2" x 16 GA.- ^ 11 ~c~~~~~~,_~,ECTION - 5T~ FLOOR <.1" ...~si d<~h ."'......... '~#c~ ft,' "., . t~ ~' ~ ,~, M' vi; (^Y~5)/t;<'N" ", ".. ,," ,',' .' .",' ," ',' ,r?;i:': '.,':~~^f.#"?e"':7tapt'('#' ~::'e~f'.'k$r:~"9<'+ PROJECT NO. 03540 .~ '. I BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10, 2005 Revisions: o ^v F05T TEN510N CONC. 5LAB TOP 5l..AB REINF. REFER TO PLAN. ~ -1 U 1" EXF. JT. - ~ :. I I I I I I I I I I l!.: ._. '~. 5EE PLAN FOR MILD REINF. . . . . . . CONCRETE BEAM. 5EE PLAN. 5EE FLAN S BOTT JCONC. BEAM & ('2) 41& CONT. TOF 4 BOTT. AT BALCONY 5LAB EDGE CONT. L2" X 2" x 16 GA. (TYF) EXTERIOR 51-1EA TI-IING. REFER TO ARC~. 3 S/8", 16 GA. METAL STUD5 AT 16" O.C. MAX. wi CONT. 16 GA. TRACK TOP. FASTEN TRACK w/ (4) 114"41 x 1 3/4" TAFCON 5CREUJ5 AT EAC~ 5TUD (2- EAC~ FACE) TYF. 3 S/8", 16 GA. METAL 5TUDS DIAGONAL BRACE AT 16" O.C. 5T AGGERED EA. DIRECTION o ~~~E~;~'~ 1'-0" ~- 4I&T. X 4'-!Z>" AT 48" O.C. MAX. UN.O. lL~ I'5'ER TO 115-601 POST TENSION CONC. 5LAB , S 5EE PLAN TOP/5LAB E o en n o ^v . . . . ^v TOP Sl..Ae REINF. REFER TO PLAN. SLOPE >- 5CALE: 3/4" = l'-!Z>" en o o N & (2) 41& CONT. TOF 4 BOTT. AT 5LAB EDGE PRECA5T CONC. U-LINTEL. REFER TO S~EET 5-6!Z>1 FOR TYPICAL DET AIL5. 7- N >, o :2 5EE ARC~.S BOTTJFRECA5T CONC. LINTEL 0' '" CJ N """ CJ o I U1 -3 OJ CJ 0' ,~ E J; I Cl CD Ul /' N """ CJ <( I en N o I en o o N /' u b Ul /' o <( u /' Q) 0' o U1 U1 o D- -^v SECTION - 3RD T~RU ~T~ FLOORS 5CALE: 3/4" = 1'-lZ)" "'2 o '" CJ c 3' /' x 5 > /' -f D- I OJ > u <( /' :2 . . . . . . . . . . d) w ~ ~ +-= I- ~o -.1(0 u. = lL So -I- BOTT. 5LAB RE INF. REFER TO PLAN. BALCONl SECTION - 2ND FLOOR --^v-r-- REFER TO 1/S-6!Z>1 ~ CONCRETE S~EARWALL. ~ & 41ST. X 4'-!Z>" AT 16" O.C. MAX. P05T TENSION CONC. SLAB FRECA5T CONC. U-LINTEL. REFER TO 5~EET 5-6!Z>1 FOR TYPICAL DETAIL5. 5EE ARC~.~ E30TT ./FRECAST CONC. LINTEL'" ^v RAILINGS FER ARCI-I. ..... i L '-" I" I I I I I i I l!.- -,11)_ ...!J CONCRETE BEAM. 5EE FLAN. 5EE FLAN S E30TT JCONC. BEAM (3) ~2E~~~'~ 1'-0" . 4I&T. X 4'-!Z>" AT 48" O.C. MAX. UN.O. FOST TEN510N CONC. SLAB S SEE PLAN TOF/SLAB SEE FLAN S TOF/SLAB . . CONT. L2" X 2" x 16 GA. (TYF.) EXTE~IOR 5HEA TI-IING. REFER TO ARC~. SECTION - 2ND FLOOR --^v-r-- WALKWAY SECTION - .3RD T~RU ~T~ FLOORS (2ND FLOOR SIM) SCALE: 3/4" = 1'-lZ)" (]) ~~E,U;;~'_0" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2oo3THESEPLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND '.ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT 1$ NOT LIMITED TO THE OVERAll FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. SCALE: 3/4" = 1'_lZ)" , -" J t 'f ( .f ~ MOHAN ENGINEERING, INC. : -~ n Consulting Structural Engineers ! FL C.O.A. No. 7498 I George E. Mohan FL P.E. No. 46665 I "., ~~~n~lh( ~~e~lt5:~'5"i~ j~~: ~~~'(7i7j ~~5~~ ;~~ r// ': RO ~ :~T' N ~,~:o ,,/ "l ~ "~'" ,~REFER TO 115-601 ~ & (2) 41& CONT. TOP 4 BOTT. AT 5LAB EDGE 3 S/8", 16 GA. METAL 5TUDS AT 16" O.C. MAX. w/ CONT. 16 GA. TRACK TOF. FASTEN TRACK wi (4) 114"41 x 1 3/4" TAFCON 5CREUJ5 AT EAC~ 5TUD (2 - EAC~ FACE) TYF. 3 S/8", 16 GA. METAL 5TUD5 DIAGONAL BRACE AT 16" O.C. 5T AGGERED EA. DIRECTION . .. l' UJ f ,-) ffi D \Jl~ J , ~ I f (\, \ IUU r ? 5{005 11 j , ,-,;-"f' ~\ 1-; , ;,~r) 'Y;:-'i' . ".". ' ~TEA ,. -: 03540 . 2005 100% Construction 10,2005 Documents dum #2 Sections & Details ry 14, 2005 5-80 1 BPRC Submital: Date Plotted: May 24 Date Issued: January Revisions: & Adden Februa CONC~TE eEAM. SEE PLAN. RAILINGS PER ARCH. TOP SLAe REINF. REFER TO PLAN. '"' i r: ~ FOST TENSION CONC. SLAe TOP SLAB REINF. ~FER TO PLAN. oc ...J o N ::::: SLOPE ~ SCALE: 3/4" = 1'-lZl" <1 " ~< "' .~ ., .'.;- {', ,,-I ;: -..! , /. ., ~, -<) . . . . ~~ " , , . ."., . . . ,~', , <.' . . . . .:.' "0' .' . ." . . . .. . ". ,.t .." . k'eI<< " I I 1M I " I ~, '- I ~_._-.!J SEE PLAN S BOTT JCONC. BEAM .-: I- OCO ...J1fi 0..... NlL :::::0 -I- d') ill oc '<l > SEE FLAN FOR MILD REINF. CONCRETE eEAM. SEE PLAN. SEE FLAN S eOTT.lCONC. eEAM (2) -4 CONT. TOP 4 BOTT. AT eALCONY SLAB EDGE 60TT. SLAe REINF. REFER TO FLAN. CONT. L2" x 2" x 110 GA. (TYPJ EXTERIOR St-IEATI-IING. REFER TO ARCI-I. 3 5/8", lb GA. METAL STUDS AT Ib" O.C. MAX. wi CONT. 110 GA. TRACK TOP. FASTEN TRACK wi (4) 1I4"cp x 1 3/4" TAPCON SC~WS AT EACI-I STUD (2- EACI-I FACE) TYF. 3 5/8", 16 GA. METAL STUDS DIAGONAL eRACE AT 16" O.C. ST AGGE~D EA DI~CTION l' -lZl" NOT U5ED CON'Y 5ECTION - 2ND FLOOR ...,/, /., --^vr-r- ~ . REFER TO l/S-b~1 3 5/8", 110 GA. METAL STUDS AT 110 11 D.C. MAX. wi CONT. 16 GA. TRACK TOP. FASTEN TRACK w/ (4) 1/4"cp x 1 3/4" TAPCON SCREWS AT EACl-l STUD (2 - EACl-l FACE) TYF. 3 5/8", 110 GA. METAL STUDS DIAGONAL eRACE AT 110" O.C. STAGGERED EA DI~CTION (, lIST. X 4'-cZl" AT 48" O.C. MAX. UN.O. . REFER TO lIS-01Zl1 </,:~;i CONC~TE Sl-lEARWALL. SEE PLAN. POST TENSION CONC. SLAe .'l" ,:. ",,,," ..~:.. ,:J''Y ,r,.1,,("r~:;'" ,,-iY:t~ -;;~1:l /j /~~. .A'..*~:" /::j"jP .~,:(vy ",t~ft /1'>;. /,::,.. ~11' ,) :p,o,;,'f ., -ST. X 4'-cZl" AT 24" O.C. MAX. SEE PLAN S TOF/SLAe S SEE PLAN TOP/SLAe . POST TENSION CONC. SLAe "'(, .~ ,,~ ..;S'? ~': (.., , ' ..,' !\ ~ '-:;., ,If? ~, " FRECA5T cONc, U-~INT"L.'/ "'",- ~FER TO SI-IEET S-1001 FOR ,W '<, TYPICAL DETAILS. "It; ", " SEE ARCI-I. /' " 60TT JP~:: '" ONC. L1NT"~ ,,' . ~\", If . ! ''-~Iib. ~-#, . -^~ '<~"',' , ' - V .,,,:~ WALKWAY SECTION - 3RD TI-4RLl~J _,;'t ~ n I: .(..6 ~ , /'<< . . CONT. L2" X 2" X 110 GA. (TYF) EXTERIOR SI-IEATI-IING. REFER TO ARCt-I. 0~A~TI~~~ ~_;,ND FLOOR . o ~~~"U~~,~ I'_~ BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10,2005 LOORS (2ND FLOOR 51M) SCALE: 3/4" = 1'-cZl" ."",~ ''';:',': '<'~'''''' ''..:~'~''" "'""''''''' . '.,", (/l "":'t~ .~:~., lIST. X 4'-~" AT 48" O.C. MAX. UND. REFER TO l/S-blZll POST TENSION CONC. SLAB (~ .." FRECAST CONC. U-LINTEL. REFER TO SHEET S-lOcZll FOR TYPICAL DETAILS. ~ S SEE PLAN TOF/SLA6 ~ . , ^ ..:. .. 'Y';'\W SEE ARCI-I.S BOTT.lPRECAST CONC. LINTEL ~. 0~~A~":'~~' ~_~RD mRU Ibm FLOORS o ~~:",U~;~,_~" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A Bld..-;~,., .d...e ~.. ' "'", ,t) )0, " "<>\ ,$I ~$ ..:: , ,~' ..... -x- VT Revisions: 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ MOHAN ENGINEERING, INC. I n Consulting structural Engineers FL C,Q.A. No. 7498 George E. Mohan FL P.E. No. 46665 ~~~n~tW~~t) N~~'5S~;~ j~71: ~~~r(~1e{j ~~5~m3 " C?)f{;;;;_<r.e/~tf~ <Cl2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHiTECTURAL WORK"' UNDER SECTION 102 OF THE COPY RIGHI ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMiTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 0l\.0._.~~.u.,'_'''''''' \7': \-;-,- , .! ! 1 ...,1 : I ;: I JAN ~ 1 ~Q~~ j;J .- ......,~,:. \_"._' ~'h''':''~'''''_'''_';'' __.. _ ,._;\."i,....~~...\. ,(j,'~tlt,.,Ul~, p~~~.,'~l~~:~ d'~"_C1 ..' ~f:l.IltIHP, _...._;M.'''''_~. .-.i!._,... .....' .0" ,.' ......~...,.. ._.._oloI< "" l,~ I,H ~~ i UU 03540 00% Construction Documents *ST. X 4'-lZ)" AT 4'-(2)" O.C. MAX. UN.O. FOST TENSION CONC. SLA13 S SEE PLAN TOF/SLA13 *S I-IOOKED DOWEL AT 12" O.C. MAX. TI-IICKENED SLA13 ADJACENT TO CONCRETE 13EAM. MA TCI-I 130TT.Il3EAM ELEVATION. REINFORCE W/ (2) *S TOP, (3) *S 130TTOM, 103 AT 12" O.c. MAX. CD ~~E~~~'~ l~;CTION - 2ND FLOOR SECONDARY FOUR (L ill r- d) ~ " ." ~ l'-!Z)" ~ ';," ':\,"1 , ., " . . . CONCRETE I3EAM. SEE PLAN. SEE FLAN S 130TT .lCONC. BEAM DRILL AND EFOXY OR CAST *S HOOKED DOWEL AT 10" O.C. TOF AND 130TT., STAGGERED. , ' " '<: .;,?~ " ." . POURED -IN- PLACE CONCRETE SLA13. SEE PLAN. 130TT. SLAI3 REINF. RE:FER TO PLAN. . 'I .~ ,~ 9' .", -.:. " " . ...: r- 110 -110 0.. = (L So _r- " ~ L '-- ~ L " , e' d) ill OC <t > . ,t\i'. "'i') 1 I j 1 'I "I 1 I", I" ., ~ _._"~" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 <Cl2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK' UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. RAIL INGS FER ARCI-I. CONCRETE 13EAM. SEE PLAN. SEE FLAN S BOTT .lCONC. BEAM ~ MOHAN ENGINEERING, INC. n Consulting Structural Engineers I FL C.O.A. No. 7498 George E. Mohan FL P.E. No. 46665 I 13630 58th Street North, Suite 107 - Clearwater, FL 33760 Phone (727) 535-9771- Fax (727) 535-9773 SEE STRUCTURAL: SFECSINOTES FOR CONNECTION DESIGN 0" EM13ED Ie 3/8" w/ 3/4"cp TI-lREADED I-IEADED STUDS AND 1I8"xl" STEEL BARS (WELDED) WI-IERE STEEL 13EAM DOES NOT FRAME INTO CONCRETE COLUMN OR 13EAM, FROVIDE A MINIMUM or 24" LENGTI-I or CONCRETE TIE 6EAM wi (2) *S TOP .. 60TT. wi 103 TIES AT 8" O.C. DOU6LE ANGLE 6EAM CONNECTION w/ LONG SLOTTED I-IOLES. SHIF LOOSE AND TACK WELD NUT TO 130L T AFTER ERECTION. SOL T CLUSTER SCALE: 3/4" = 1'-(2)" ,~f$t5idetl("" ," ^~4 ~/ "')\ ..c ~ ~ ~ C':~.}lr~<":'~:- i" >/, '" ..,' tz:j~;/" ",,' , "' I 9'l'<'?l-€t#:,." e7?f<:.tf ..:7 "<:Z<':;MV(!~?1! 1- -;-;~~~~~~;4-;;- l WALL AND TIE 6EAM SI-IOWN FOR REFERENCE ONLY. 5EE PLANS FOR SFECIFIC CONDITIONS. NOTE: SLOT 6EAM WEB OR REFER TO STRUCT. SFECSINOTES FOR COveR FLATE AT LONG-SLOTTED I-IOLES. BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10,2005 Revisions: 03540 1 00% Construction Documents Sections & Details S-802 ~ILINGJ5 FE~ A~I-I. F05T TEN510N CONC. 5LAB FRECA5T CONC. CAF. ~FE~ TO A~Cl-I. ~ -I U S 5LOPE >- ....-.... K.O. BLOCK UJI (1)-S CONT. (tYF{) -S AT 4'H~)" MAX. G~OUTED CELL. .. .-: r- ~2 U.. Z_l = tl S a ~ _r- ~ I TOF 5LAB ~INF. ~FE~ TO FLAN. .' I · \ . .... ~. I I 1 ".' I I I I I ~_._~ .' . . .,. . 5EE PLAN FO~ MILD ~INF. 5EE PLAN S BOTT JCONC. BEAM FOU~D-IN-PLACE CONC~TE ~MP UJI -S AT 8" O.C. EACl-I UJAY. 5EE FLAN. BOTT. 5LAB ~INF. ~EFE~ TO PLAN. ::.... CONC~TE BEAM. 5EE FLAN. 5LOPE 114" I FT. >- I \e, .~I 6ECTION - 3RD FLOOR eCALE: 3/4" = 1'-tZlll E o en n C:i . . en co co N ! I I I I I I I I I ~_.~~ CONC~TE BEAM. 5EE FLAN. .q" N >, o 2 F05T TEN510N CONC. 5LAB 0" '" -0 N """ -0 o I VJ BALCONY 6ECTION - 2ND FLOOR 5CALE: 3/411 = 1'-tZlll -ST. X 6'-tZl" AT 1211 O.C. MAX. U.N.O. (2) .4 CONT. TOF .. BOTT. AT CANTILEVE~D SLAB EDGJE ~ -ST. X 4'-tZlll AT 4811 O.C. MAX. UN.O. FRECA5T CONC. U-L1NTEL. REFE~ TO Sl-IEET 5-6tZll FO~ TYPICAL DETAILS. P~ECAST CONC. U-L1NTEL. ~FER TO Sl-IEET 5-6tZll FO~ TYFICAL DET AILe. 5EE A~Cl-I.S BOTTJP~CAST CONC. LINTEL.: 350/811,16 GA. METAL STUDS AT 16" O.C. MAX. wi CONT. 16 GJA. T~CK TOP. FA5TEN T~CK wi (4) 1141141 X 1 3/4" T AFCON SC~UJ5 AT EACI-I STUD (2- EACl-I FACE) TYF. 5EE A~Cl-I. SECTION - 4T~ T~RU 6T~ FLOORS SCALE: 3/411 = 1'-IZl" POU~D-IN-PLACE CONC~TE LANDING/STA ~ -S AT 811 O.C. EACl-I WAY. ::i U ~ -<( W W d) eLOPE >- . .' . . .4 N05EBAR TYP. POU~D -IN-PLACE CONC~TE 5LAB. SEE PLAN. BOTT. SLAB ~INF. ~FE~ TO PLAN. ~OUGJl-IEN 5LAB (TYP) -3 Q) -0 0" c 5EE FLAN S BOTT JCONC. BEAM E ~ I n co CXJ If) ./ N """ -0 <{ 1 en N co I en co co ('-J .-:;:: u 2 If) ./ o <{ u ./ Q) 0" o VJ VJ o 0... BALCONY 6ECTION - 2ND FLOOR eCALE: 3/411 = 1'-tZlll 1:' o '" -0 C 3 ./ x 5 > < 2 0... I Q) > u <( ./ 2 W~ W-I d)tl TOF SLAB ~INF. ~FE~ TO PLAN. F~CA5T CONC. CAP. ~FE~ TO A~CI-I. -S AT 811 O.C. EACl-I UJA Y o M 1 1/2" CLR 3 112" (ve:~IFY ) S 5EE FLAN TOF/SLA6 DBL. COUR5E K.O. BLOCK wi (l) -S CONT. EA. COU~SE PA~TIAL COUR5E AS ~EQ'D. BOTT. 5LAB ~INF. ~FE~ TO PLAN. VE~T. REINF. 5EE PLAN. S SEE PLAN BOTT JCONC. BEAM , 11211 5T AI~ UJIDTl-I (COOR'D. wi A~CI-I) '" ~ = lL ~oc d)'5! N", l-IO~IZ. JOINT ~INF. AT 16" O.C. (tYP) VARIES TOP/SLAB vA~IES TOP/SLAB T~AD BEYOND\. _ . CONC. TIE BEAM (1'-811 MIN.) WI (2) lIS TOF AND BOTT., 413 AT 12" O.C. MAX. . . . CONCRETE 6T AIR 6ECTION 5CALE: 3/4" = l'-tZlll FOU~D-IN-FLACE CONC~TE 5LAB. 5EE PLAN. TOP 5LAB ~INF. ~FE~ TO PLAN. VA~IE5 TOF/5LAB SLOPE :;.. W~ w-I d)1L BOTT. SLAB ~INF. ~FE~ TO FLAN. .-: r- ~2 u.. = tl Sa -r- ~ I CONC. TIE BEAM WI (2) 4lS TOF AND BOTT.,.3 AT 12" O.C. MAX. ::.... I-IO~IZ. JOINT REINF. AT 16" O.C. 6ECTION SCALE: 3/411 = l'-tZl" rRAILING5 PER ARCH. TOP 5LAB~INF. REFE~ TO FLAN. '" i r: "" 5LOFE CONC~TE BEAM. 5EE FLAN. 5EE PLAN S BOTT JCONC. BEAM :;.. (f.) . . . . . . . . r.: r- d) oca W -110 oc U.. ~ = IL Sa -r- WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850u231- 2057 Fax 850 231-3553 ~ MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL C.O.A, No. 7498 George E. Mohon FL P.E, No. 46665 13630 58th Street North, Suite 107 - Clearwater, FL 33760 Phone (727) 535-9771- Fox (727) 535-977.3 @2003THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. SEE A~CI-I. 5LOFE >- r.: r- OCa -110 U.. = tl Sa -r- I I I I I I ! I ~--~ FIELD BEND DOUJELS INTO PLACE. "4 NOSE BA~ TYP. 2411 WIDE X 2411 DEEF TI-IICK. SLAB wi (3) -S TOP .. BOTT. S SEE FLAN BOTT JCONC. BEAM lIS AT 8" O.C. EACI-I WAY TYF. VA~IESS NOT USED SCALE: 3/4" = 1'-tZl" --Jy-.7-- PoeT TENSION CONe. SLAB. REFE~ TO 14/S-1tZltZl (2) -S CONT. TOF .. BOTT. ~ A T BALCONY 5LAB EDGE CONC~TE BEAM. SEE FLAN. FRECAST CONC. BALLUST~DE NOT 51-10UN FO~ CLARITY. ~EFER TO ARCI-I. ~CES5 IN CONC. Ae ~Q'D. FO~ LIGHT FIXTU~. COOR'D. wi ARCl-I. AND ELEC. D~'e. 5LOPE > SEE PLAN FOR MILD REINF. ~ (2) lIS CONT. TOP" BOTT. AT BALCON'y' 5LAB EDGJE CONC~TE BEAM.- 5EE PLAN. BALCONY 6ECTION - 2ND FLOOR 5CALE: 3/411 = 1'-tZlll .-, j .. 1 ! , l ., \~- . , '- /".'~ -.... .' ." 1_ (' ~)'I/. , / " / ( If ((f'{'-nr ... . )- ,~ ,./" ;";'- .'({ PROJECT NO. 03540 I" TYF. PRECAST CONC. BALLU5T~DE NOT 5l-10UN FO~ CLARITY. :i ~FE~ TO A~Cl-I. ~ -<( W W d) ~CE55 IN CONC. A5 ~Q'D. FO~ L1GJI-IT FIXTU~. COO~'D. wi A~Cl-I. AND ELEC. D~'5. . III III III III II 1==111==111==111==111== ffi1T"''''C-O . I 111= 1- - -III II . I 111111111111~-~I~lllrr Ll,II_III_III_III_ . ~ -ST. X 4'-tZlll AT 48" O.C. MAX. UNO. ~FE~ TO 1/5-6tZl1. F~CAST CONC. U-L1NTEL. ~FE~ TO 5l-1EET 5-6tZll FO~ TYFICAL DET AIL5. , 5EE A~Cl-I.S 60TT~CA5T CONC. LINTEL.: SECTION - 3RD T~RU 6T~ FLOORS SCALE: 3/411 = 1'-tZl" ~ILrNGJ5 FE~ A~l-I. FRECA5T CONC. CAP. ~FE~ TO A~I-I. OC -I U S . ." . . . 1"'''' ~ .. I I I I I I .,,1 I... ~ -,e_:.!J .-: r- oca -110 U ...., .,:, ~ . S,i& 'I, -, ..,. .-,' _- r-' FOURED-IN-PLACE CONC~TE eLAB. SEE FLAN. BOTT. 5LAB ~INF. ~FE~ TO PLAN. REFE~ TO 1I5-8tZl3 FO~ ADDI I INFORMA T BPRC Submital: Date Plotted: May 24, 2005 Date Issued: January 10, 2005 Revisions: ~ Addendum #2 February 14, 2005 \h...w.I~,,~_.. I 1 i I !, ; : I , t J ,'I \ 'f 1 100% Construction Documents Sections & Details c 5-803 /) /.... ./ V .: Ii" / ./.\ ", II -l o J .i/ I - S SUOPE > ::> ,...," '. '\ ,. '""\.<'~,,,.. ,." \ \ ,~ ,~ "~ . I ' 1 ~ '<! , I I ~ " I I ,"," ,It -l o N ::::: SLOPE 114" I FT. ,'" RAILINGS PER ARCI-I. TOP SLAB REINF. REFER TO PLAN. SEE ARCI-I. ~ l ,,'" ~, ',' . .. - --- PRECAST CONC. CAP. ~ REFER TO ARCH F E : V DI3L. COURSE K.O.BLOCKt--< :~- " wi (1) lIS CONT. EA. COURSE " . . '/ PARTIAL COURSE AS REQ'D. ~ VERT. RE INF. SEE PLAN. SLOPE >' S SEE PLAN TOP/SLAB I L "I I" I, I k ~ ~,~-~ FIELD BEND DOWELS INTO FLACE. r: llC -llfi 0..,. S& -I- .i FOST TENSION CONC. · r-- K.O. I3LOCK WI (1) lIS ~R:AST CONC. CAP. .' m;m CONT. (TYP) REFER TO ARCI-I.~ y. v- -S AT 4'-lZ''',MAX. IN " . / ,: c:ROUTED TELL. " v/ .. / < 130TT. SLAI3 REINF. REFER TO PLAN. -4 NOSE BAR TYP. TOF SLAB REINF.- REFER TO PLAN. ~ 1" TYP. FRECAST CONC. BALLUSTRADE NOT SHOWN FOR CLARITY. I REFER TO ARCI-I. ~ <t: lU lU ill S SEE PLAN 130n JCONC. I3EAM " } V-- (I)- / ,. . ~ ""( .~ 4IS AT 8" O.C. EACII-I WAY TYP. RECESS IN CONC. AS REQ'D. FOR LIGI-IT FIXTURE. COOR'D. wi ARCI-I. AND ELEC. DWG'S. \ \ == 1 112" STAIR WIDTI-I (COOR'D. wi ARCI-I) '" >- = u- ($.)- ,OC 1l)~ N", I-IORIZ. JOINT REINF. AT 16" o.c. (TyP) VARIES ..... TOF/SLA6\J' VARIES ..... TOF/SLA6\J' CONCRETE 6EAM. SEE PLAN. FRECAST CONC. BALLUSTRADE NOT SI-IOWN FOR CLARITY. REFER TO ARCI-I. RECESS IN CONC. AS REQ'D. FOR L1GI-IT FIXTURE. COOR'D. wi ARC 1-1. AND ELEC. DWG'S. 112" ISOLATION JOINT "' (/ I .'" "~ ., "11'-- v ,. /'^ . .,~<" " ,~ .".<< .~. ,e, '" . .'. TREAD 6EYOND\ ....-.... I · \ . '.... :1 ~ ..- '\ ~\ TOP SLAB REINF. ,,'. REFER TO PLAN. F '" ~., "<< , . \. I.... ....." . . " ." "", ' ....,: ' ~ , ',' , ~ 'i)' 1 I' I, 1 1 1 ~ {: ~I t' I I ~1J ,~, ." '~ ~\ ~, ~ ~ .~~,,' ,)...' ., '-' lU~ lU-l illlL , << ~]iI I "I ~~, c ,;~ ^ f;\ '<,' " . I" I' 1 I, I 1 .~.... ..J":) .".. " ~ (2) -4 CONT. TOP 4 60TT. AT 6ALCONY SLA6 EDGE , I . I'\,,{ ,~. ~~ , :. POURED -IN-PLACE 'i;, ONCRETE RAMP WI -S AT .p.c. EACI-I WAY. SEE PC~, 60TT'A6 RE INF. REFER ~ FLAN. BALCONY SECT~ ,.(; I" I "I t,'V . I ! ~ b I ~ !J" CONC. TIE 6EAM (1'-8" MIN) W/ (2) lIS TOP AND 60TT., 1I3 AT 12" a.c. MAX. ~ I- 110 -lCO 0..,. - 1L So -I- ~, .(\ .", ".<i '" ., " . '. , ' . ,/ "" i. r: '-- VARIESS '^ .# 1112" CLR. 3 112" (vERIFY) o SEE PLAN FOR MILD REINF. SEE FLAN S BOTT.lCONC. 6EAM . ':. . " , . I.-- lIS AT 8" O.C. EACH WAY ~_._-!J " do II i ' '-. 24" WIDE x 24" DEEP TI-IICK. SLAB wi (3) lIS TOP 460TT. . . . \ ~ I ;:..- CONCRETE STAIR SECTION CONCRETE I3EAM. SEE PLAN. SCALE: 3/4" = 1'-lZ''' - 2ND FLOOR SCALE: 3/4" = 1'-iZl" 41ST. X 0'-iZl" AT 12" O.C. MAX. UND. REFER TO 1/S-601. POURED-IN-PLACE CONCRETE SLAB. SEE PLAN. TOP SLA6 RE INF. REFER TO PLAN. (2) ~4 CONT. TOP .. 130TT. AT CANTILEVERED SLA6 EDGE lIST. X 6'-0" AT 48" o.c. MAX. UN.o. 41ST. X 6'-0" AT 48" o.c. MAX. UN.O. ...~, "')t.~ ;'r\\, ':~'i~ VARlEt:!. ''''~ OJ ,i;~ TOP/SLAB ~, w ~ ""', ''"'' ill -l ~~ 1L ~l~ 6~~~'" A6 REINF. REFER 11 " LAN. .. " \ ''-.,,~, '~-~;; ...~..... .;"~ '~ l"~:" ;:..- SLOPE :> >> / ~ I- ~2 0... ~lL :::::0 -I- ~ I PRECAST CONC. U-L1NTEL. REFER TO SI-IEET S-6lZl1 FOR TYPICAL DETAILS>. 3 5/8", 1/& GA. METAL STUDS AT 1/&" O.C. MAX. wi CONT. 1/& GA. TRACK TOP. FASTEN TRACK wi (4) 1I4"cP x 1 3/4" T APCON SCREWS AT EACH STUD (2 - EACI-I FACE) TYP. PRECAST CONC. U-L1NTEL. REFER TO S>I-IEET 5-0iZll FOR TYPICAL DETAILS. . SEE ARCI-I.S 60TT ./PRECAST CONC. LINTEL PRECAST CONC. U-L INTEL. REFER TO SI-IEET S-601 FOR TYPICAL DETAILS. SEE ARCI-I.S 60TT .IPRECAST CONC. LINTEL CONC. TIE 6EAM W/ (2) lIS TOP AND 60TT., -3 AT 12" O.C. MAX. " I'rno ~ ~ IE 0 \!7 rEI, '-.,,:( I! I I ~ JAN ~ 1 LUUS r ,i } , , DEVEl OT~ENTsEH\.."r'::;"";!,.. <, ,~~ CITY OF CLEA'llNATf,f,' 1-I0RIZ. JOINT REINF. AT 10" O.C. SEE ARCI-I. BOTT ./PRECAS>T CONC. LINTEL VERT. RE INF. SEE PLAN. SECTION - 3RD Tt-IRU ~Tt-I FLOORS SECTION NOT USED SCALE: 3/4" = 1'-0" SECTION - 4Tt-I Tt-IRU bTt-I FLOORS SCALE: 3/4" = 1'-lZl" SCALE: 3/4" = l'-lZ)" SECTION - 3RD FLOOR SCALE: 3/4" = 1'-lZl" .(:: ~, .. . . ~.M -e) /, t I. . 1 . I ""." 1 II I I 1 1 I I, ,,) I I "I l!.- _-,- ~ POST TENSION CONC. SLA6 SCALE: 3/4" = 1'-iZl" RAILINGS PER ARCH " ...~ """ " " ~',. TOP SLAI3 RE INF. REFER TO PLAN. POURED-IN-PLACE, : CONCRETE LAND ING/S>T,AIR 4IS AT 8" O.C. EACI-I WAy. . rRAILINGS PER ARC~. I o OC <t: ill ill ill PRECAST CONC. CAP. REFER TO ARCI-I. ~ .~.:: .4,~ POST TENSION CONC. SLA6. REFER TO 14/S-10lZ' ..(~'..: II -l o TOP SLAB REINF. REFER TO PLAN. - N , SLOPE >' '"" z r: '" J. '-'I) ,) ..,.' SLOPE > ....-.... SLOPE >> <') ." ,::.'<.' . . ($.) eo ". . ~ .. ." . " . '. . ... . . ,. . . , " , ,. " "" " ':':') '^ t .(: .~ . ", " -<' 6 . ~ . POURED -IN-PLACE CONCRETE SLA6. SEE PLAN. 60TT. SLAI3 REINF. REFER TO PLAN. ~ t- liO -lCO 0... NlL :::::0 - t- ~-. .:e) ( I I .. . " ------- . , ,..<:: ~. .~.;: .!: i) /: ~' . ..;; .(, .. ". .... ./ 3<t: lU-l illlL , . c.. . ". ., .'^ .. ". .. . . 'X': . ." . . . ... . '. . . . . -:I . .,: . . . " .. . . ~-.-: . 1 " 1 '''1 · I 1 ~ '4 . :. I < I 1 1 1 ", I .of I ., ~~-'~ ~.:i (j (: ~ .-: f- 110 -l11l 0..,. - lL So -I- I , I ..,1 1 J I I. ~ -..- ~ . .' . .. u . '" . . to W (l <t: > (2) 114 CONT. TOP A T BALCONY SLAB CONCRETE BEAM. SEE PLAN. -4 NOSE I3AR TYP. POURED -IN-PLACE CONCRETE SLAB. SEE PLAN. BOTT. SLA6 REINF. REFER TO PLAN. ROUGI-IEN SLAB (TYPJ CONCRETE 6EAM. SEE PLAN. S>EE PLAN S 60TT./CONC. BEAM CONCRETE BEAM. S>EE PLAN. SEE PLAN S BOTT./CONC. BEAM REFER TO I/S-8lZl3 FOR ADDITIONAL INFORMATION BALCONY SECTION - 2ND FLOOR SCALE: 3/4" = 1'-lZl" BALCONY SECTION - 2ND FLOOR 5CALE: 3/4" = 1'-0" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10, 2005 Revisions: <]""",$i; i d, €.~h .. '!r""""'""" ~, f' <> .. . '#.4 ,~ ~~ ~ '~ ~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 * MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL C.O.A. No. 7498 George E. Mohan FL P.E. No. 46665 13630 58th Street North, Suite 107 - Clearwater, FL 33760 Phone (727) 535-9771- Fax (727) 535-9773 ("~5")/I;:"""^-- ,,# (f;;l;t:) '; '.w:"":I-'~#I<;U/'e'$.;iK:<r: ~,:;7 e7e*:Jf~?#j:.~ I PROJECT NO. 03540 I 1l:l2OO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECTTO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK' UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, CONT. P.T. 2x8 WOOD PLATE wI 112 II cP A.6. (COUNTER5UNK) AT 4811 O.C. MAX. (611 EM6ED) K.O. 6LOCK wI (I) 'S CONT. AT TOP OF MA50NRY PARAPET PARTIAL COUR5E 6ELOW K.O. A5 REQ'D. TO MAINTAIN MASONRY COUR5ING. P05T TEN510N CONC. SLA6 E o e- n o en o o N -q' N >> o L 0' " v N = v o I U) -8 <J) v 0' .~ E J.: I -q o IX) [j) /' N = v <( I en ;::::j o I en o o N ~ u 2 Ul /' Cl <( o /' <J) 0' o U) U) o 0- ~ o " v c: 3: /' x '5: > ..-::::: 2 0- I <J) > u <( /' L 'S vERT. REINF. AT 48" O.C. MAX. IN GROUTED MA5. CELL. PRECA5T CONC. U-LINTEL. REFER TO 5l-1EET 5-6lZl1 FOR TYPICAL DET AIL5. CONT. L211 X 211 X 16 GA. (TyP) EXTERIOR 5l-1EATl-IING. REFER TO ARCI-I. . 5EE ARCl-I.s 60TT./FRECA5T CONC. LINTEL.: SECTION 5CALE: 3/411 = 1'-lZlll PRE -ENGINEERED MET AL ROOF TRU55 AT 24" O.C. MAX. REFER TO 3/5-8~3 FOR ADDN'L. INFO. METAL ROOF DECK. 5EE PLAN. L2" X 211 X 12 GA. X lZl'-411 wI (4) "'1lZl TEK 5CREW5 TO METAL TRU55 AND (3) lZl.14511cP PD. FA5TENER5 TO EM6ED Ie. SEE PLAN I-IIGl-I TRU55 6EARING ~lZl- 5 TD. ACI l-IOOl<. ----, I I I I I 811x1611 (MIN) CONC. TIE 6EAM WI (2) 'S TOP .. 60TT., ~ AT 2411 O.C. INCREA5E 6EAM DEPTI-I A5 REQ'D. FOFC FULL COUR5E 6ELOW. CONT. 16 GA. TRAcK ) '---~ REFER TO ARCl-I. VERT. REINF. 5EE PLAN. EM6ED Ie 11411 X 411 X lZl'-611 wI (2) 11211cP X 611 WELDED I-IEADED 5TUD5. l-IORrz. JOINT REINF. AT 1611 O.C. MAX. ARCl-IlTECTURAL 6RACKET (NON-5TRUCTURAL, NON-COM6USTI6LE). 5EE ARCl-I. FA5TEN 6RACKET wI Il2l1cP 5LEEvE ANCl-IOR TOP AND 60TTOM (l-IIL TI HLC OR EQUAl), COUNTER5UNK AS REQ'D. SECTION SCALE: 3/4" = 1'-lZlll SEE PLAN TOPIMAS. PARAPET (4) "'1lZl TEK 5CREW5 (TyP.) CONT. L211 X 211 X 11& GA. (TyP) 3 5/8", 16 GA. METAL STUD5 AT 1611 O.C. MAX. wI CONT. 16 GA. TRACK AT FACEIMAS. FA5TEN TRACK wI (4) 1/411cP X 1 3/411 T APCON 5CREWS AT EA. STUD (2- EACl-I FACE) TYP. FOAM ARCl-I. REFER TO ARCl-IITECT. 3 5/811, 16 GA. METAL 5TUD5 AT 1611 O.C. MAX. wi CONT. 16 GA. TRACK TOP. FASTEN TRACK wI (4) 1I411cP X I 3/4" T APCON 5CREWS AT EACI-I 5TUD (2- EACl-I FACE) TYP. 3 5/811, 16 GA. METAL STUDS DIAGONAL 6RACE AT 16" O.C. 5TAGGERED EA. DIRECTION SEE PLAN S TOPIMAS. PARAPET & & REFER TO 1IS-8lZl4 '3lZl- 5 TD. AC I 1-1001<. 811x1211 (MIN) RAKED CONC. TIE 6EAM WI (2) 'S TOP' 60TT., ~ AT 12" O.C. MAX. VERT. REINF. 5EE PLAN. P05T TEN510N CONC. 5LA6 l-IORIZONT AL JOINT REINF. AT 1611 O.C. 5EE PLAN S TOP/5LA6 SECTION CONT. L2" X 2" X 16 GA. (TyP.) EXTERIOR Sl-IEA Tl-IING. REFER TO ARCl-I. 5CALE: 3/411 = 11-lZll1 6" POURED CONC. SLA6 wI 'S 60TTOM AT 8" O.C. EACl-I WAY It -llL ~o =-1- "4T X 2'-811 AT 16" O.C. MAX. TYP. AT ALL EDGE5. VERT. REINF. 5EE PLAN. 1'-1" TOP/SLA6 S . 1-I0RIZ. JOINT REINF. AT 16" O.C. 'STx4'-lZl" O.C. AT 24" O.C. MAX. It -l L) . I- = I- ~o l1'\1'O 1'_111 TOP/SLA6 REFER TO PLAN FOR ELEVATOR l-IOl5T 6M. P05T TEN510N CONC. 5LA6 PRECAST CONC. U-L1NTEL REFER TO 5l-1EET 5-6lZll FOR TYPICAL DETAILS. 5EE ARCI-I.S 60TT./FRECAST CONC. LINTEL.: CONCRETE 5l-1EARWALL. 5EE PLAN. SECTION 5CALE: 3/411 = 1'-lZ)1I 5EE PLAN S TOPIMAS. PARAPET '3lZl" S TD. ACI 1-1001<. 811x1211 (MIN) RAKED CONC. TIE 6EAM WI (2) 'S TOP' 60TT., ~ AT 1211 O.C. MAX. & 'STx4'-lZl11 O.C. AT 24" O.C. MAX. vERT. REINF. SEE PLAN. POST TENSION CONC. 5LA6 l-IORIZONTAL JOINT REINF. AT 1611 Of:.. SEE PLAN S TOP/5LA6 ARCl-IED CONCRETE 6EAM. SEE PLAN. SECTION 5EE ARCl-I.S 60TT .I ARCl-IED CONC. 6EAM SCALE: 3/411 = 1'-lZ)" ~- CONT. P.T. 2x8 WOOD PLATE wi 11211cP AS. (COUNTER5UNK) AT 4811 O.C. MAX. (611 EM6ED) SEE PLAN TOPIMAS. PARAPET (4) "'1lZl TEK 5CREWS (TYP) K.O. 6LOCK wI (1) 'S CONT. AT TOP OF MA50NRY PARAPET PAFCTIAL COUR5E 6ELOW K.O. AS REQ'D. TO MAINTAIN MA50NRY COUR5FCING. CONT. L211 X 211 X 16 GA. (TYP) 3 5/811, 16 GA. METAL 5TUDS AT 1611 O.C. MAX. wI CONT. 16 GA. TRACK AT FACEIMA5. FASTEN TRACK wI (4) 1I411cP X 1 3/411 T APCON 5CREW5 AT EA. 5TUD (2- EACl-I FACE) TYP. FOAM ARCl-I. REFEFC TO ARCl-IITECT. P05T TENSION CONC. 5LA6 'S vERT. REINF. AT 4811 O.C.- MAX. IN GROUTED MAS. CELL ARCl-IED CONCRETE 6EAM. 5EE PLAN. 5EE ARCl-I.S 60TT.I ARCl-IED CONC. 6EAM SECTION 5CALE: 3/4" = 1'-lZ)1I WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 * MOHAN ENGINEERING, INC. I n Consulting Structural Engineers I FL C.O.A, No. 7498 , George E. Mohan FL P.E. No. 46665 i I 13630 58th Street North, Suite 107 - Clearwater, FL 33760 I Phone (727) 535-9771- Fax (727) 535~9773 I I ~)/:'-'U PRE -ENGINEERED METAL ROOF TRU55 AT 2411 O.C. MAX. - S METAL ROOF DECK. 5EE PLAN. L211 X 211 X 12 GA. X lZ)'-411 wI (4) "'1lZl TEK 5CREW5 TO METAL TRU5S AND (3) lZ).145I1cP PD. FA5TENER5 TO EM6ED Ie. 5EE PLAN l-IlGl-I TRU55 6EARING ~ II JJ. CONT. 16 GA. TRACK ) ---~REFER TO ARCl-I. ~ARCI-IITECTURAL BRACKET (NON-5TRUCTURAL, NON-COM6U5TI6LE). SEE ARCl-I. FASTEN 6RACKET wi 11211cP 5LEEVE ANCl-IOR TOP AND 60TTOM (l-IIL TI l-ILC OR EQUAl), COUNTERSUNK AS REQ'D. ~=' 211m s EMBED Ie 1/4" X 411 X lZl'-611 wi (2) 11211cP X 6" WELDED l-IEADED STUDS. 8"xI6" (MIN) CONC. TIE BEAM WI (2) 'S T. . 6., ~ AT 24" O.C. VERT. REINF. 5EE FLAN. 1'-111 ~ TOP/5LAB CONCRETE Sl-IEARWALL SEE PLAN. l-IORIZ. JOINT REINF. AT 16" O.C. 6" POURED CONC. SLAB wi 'S BOTTOM AT 8" o.c. EACl-I WAY "4T X 2'-8" AT 16" O.C. MAX. TYP. A T ALL EDGES. PARTIAL COUR5E A5 REQ'D. It -l L) . I- = I- "<to ~1'O REFER TO FLAN FOR ELEvATOR 1-I015T BM. SECTION SCALE: 3/4" = 1'-lZ)1I 'ST. X 4'-lZ)1I AT 4811 O.C. MAX. UND. CONT. P.T. 2x8 WOOD PLATE w/ll2l1cP AS. (COUNTERSUNK) AT 4811 O.C. MAX. (611 EM6ED) K.O. BLOCK wi (1) 'S CONT. AT TOP OF MASONRY PARAPET FARTIAL COURSE 6ELOUJ K.O. A5 REQ'D. TO MAINTAIN MA50NRY COUR5ING. 1=.... ... POST TENSION CONc.T SLAB oIlS vERT. REINF. AT 48" O.C. MAX. IN GROUTED MA5. CELL. PFCECA5T CONC. U-L1NTEL REFER TO SI-IEET 5-601 FOR TYPICAL DETAILS tJ. SEE ARCI-I. "BOTT./FFCECA5T CONC. LINTEL CONT. L211 X 2" x 16 GA. (TyP) EXTERIOR 51-1EA Tl-IING. REFER TO ARCl-I. 3 5/811, 16 GA. METAL 5TUD5 DIAGONAL 6RACE AT 1611 O.C. 5TAC:IGEFCED EA. DIRECTION -"" C~ lC5 rn ~---.-~-~, l!\ ~ l \, \, ! '. 1\ M,f>;Y ,)::, ,I '~;., . ,," '.' " ,.,~ 1 ,., . " , , \ ''''''-,'i-'' -'.-"'. "Jf"'l\ . , J~ .~~' .,"'" .....J'I. Ll.~"}IOIt"""V-""..........,..,-"'_.IIf.,,"'- . SECTION SCALE: 3/4" = 1'_lZ)" " .._)~, f 1.'1'- , ; ( BPRC Submital: Date Plotted: May 24, 2005 Date Issued: January 10, 2005 Revisions: & Addendum #2 February 14, 2005 , ... .~...... ...:.. 1...., , \, . ... , /'..,--) , ",I' ,; 0" I'~ " ,../ ;r' ,"" ) ,,'1 l @2oo3 THESE PLANS ARF COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTFCTION AS AND ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USQ. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN_ PROJECT NO. 03540 5EE PLAN TOPIMA5. PARAPET (4) "'1lZ) TEK SCFCEWS (TYP) CONT. L2" x 2" x 16 GA. (TYPJ 3 5/8",16 GA. METAL 5TUD5 AT 16" O.C. MAX. wI CONT. 16 GA. TRACK AT FACEIMA5. FA5TEN TRACK wI (4) 1I4"cP X 1 3/4" T AFCON 5CREW5 AT EACl-I 5TUD (2- EACl-I FACE) TYP. FOAM ARCl-I. FCEFER TO ARCl-IITECT. 03540 100% Construction Documents Sections & Details 5-804 9'-.:::: .~ x.; \ ~ :i~ '" CONT. P.T. 2x8 WOOD PLATE ...... II.<:'" SEE PLAN ~TI1;;~~:~~~U~~~~6) J E..(::-~n ~':~~TS K.O. BLOCK wi (1) If5 CONT. ATJ :::J ~,- ~/ TOP OF MASONRY PARAPET /" " ~(~(4)"~ TEK PARTIAL COUR5E 6ELOW~' ~. 5CREW5 (TYP) K.O. AS REQ'D. TO MAINTAIN MASONRY COURSING. L-CONT. L2" x 2" x 10 GA. tii';:!\ ,/ .) (TYP) "",it: C,\ "./' 'l~ /'.. 3 5/8", 16 GA. METAL STUDS , '. "~ ,,'" --;./ AT 16" O.C. MAX. wi CONT. 16 ," ,.,,' 9 ." .. /' ,,' i ,"'" GA. TRACK AT FACE/l'1AS. 9 .,.' ",,, < ,,V' ", , I '."'. FASTEN TRACK wi (4)1/4"cp '" "'" """," "","""',' ","""" "",'" ,,' II X 1 3/4" T APCON SCREWS '\\ II Ii I~III AT EA. 5TUD (2- EACI-I ,\ """'~~ ~I FACE) TYP. I~~' I~I, .'.""', "" FOAM ARCI-I. REFER TO III v/\ " ARCI-IITECT. mml~ "1i:~ 'A'~"'-l=-3 5/8",16 GA. METAL STUD 5 AT ""'. 16" O.c. MAX. wi CONT. 16 GA. m""m\m\ TRACK TOP. FASTEN TRACK wi ,\\ . (4) 1/4"cp X 1 3/4" TAPCON SCREWS ~~~'l'\\ AT EACI-I 5TUD (2- EACI-I FACE) '\i;;~~ . TYP. l,~\~'~~ 3 5/8", 16 GA. METAL STUDS DIAGONAL 6RACE AT 16" O.C. ,..""" ,." STAGGERED EA. DIRECTION POST TENSION CONC. SLA6 <::;> <'> I 'i ,~~, .. ---- "i .c. ~ If5 VERT. REINF. AT 48" O.C. MAX. IN GROUTED MAS. CELL. VPRECA5T CONC. U-LINTEL. ."REFER TO SI-IEET S-6~1 FOR "TYPICAL DETAILS. . '::--" . €lEE ARCI-I.~ 60n./PRECAST CONC. LINTEL" CONT. L2" X 2" X 16 GA. (TYP) EXTERIOR SI-IE AT 1-1 ING. REFER TO AReI-l. "'/il / j I .", " '.' ..,.......",,'m. '. . 1 ^ v SECTION ^ v ^ v SCALE: 3/4" = 11-0" ."""',",. .~\'),: ~i\:.,;~, PRE-ENGINEERED METAL ROOF TRUSS AT 24" O.C. MAX. REFER TO 3/5-8~3 FOR ADDN'L. INFO. ~ ~METAL ROOF DECK. '"<::::: '"<::::: ~ SEE PLAN. '"<::::: L2" X 2" X 12 GA. X ~'-4" ~ ---.:::: '"<::::: wi (4)"~ TEK 5CREWS TO <> """ '"<::::: ~ MET AL TRUSS AND (3) ~.145"cp """ """-- '"<::::: ""'" P.D. FASTENERS TO EMBED fe. """""" '"<::::: ~ '"<::::: ~ '"<::::: ~ I~~~""" /W,~ I """ ~~. STD. ACI I-IOOK \"\ 1\ """ """ """~, 8"xI6" (MIN) CONC. TIE ~ ,~~ t-'\ BEAM WI (2) If5 TOP 4 l .l 60TT., -3 AT 24" o.c. INCREASE 6EAM DEPTI-I AS REQ'D. FOR FULL COURSE 6ELOW. -------- ~ .. ~ SEE PLAN ..... '"""" -..::::: .- -) I-IIGH TRUSS BEARING \J' '"<::::: I I '"<::::: I I 1 I I t--, I I CONT. 16 GA. TRACK ~"""", J · '---~REFER TO ARCI-I. EM6ED fe 1/4" X 4" X ~'-6" wi (2) 112"CP X 0" WELDED I-IEADED STUDS. VERT. REINF. SEE PLAN. ./ I-IORIZ. JOINT REINF.~ it " ARCI-IITECTURAL 6RACKET (NON-STRUCTURAL, NON-COMBUSTI6LE). SEE ARCI-I. FASTEN BRACKET wi 112"CP SLEEVE ANCI-IOR TOF AND BOTTOM (I-IIL TI I-ILC OR EQUAL), COUNTERSUNK AS REQ'D. AT 16" O.C. MAX. I 4 SECTION .. [, ,','.' SCALE: 3/4" = II-~" V' FARTIAL COURSE 6ELOW K.O. AS REQ'D. TO MAINTAIN MA50NRY COURSING ',,~~ I ,1\ l ." k, I'IX I' I I I~ l.!'~ I --- ~L~ ""'E:!E V SEE PLAN S TOF/l'1AS. FARAPET l30" STD. ACI 1-l0OK 8"xI2" (MIN) RAKED CONC. TIE 6EAM WI (2) "S TOP .. BOTT., -3 AT 12" O.C. MAX. 1< VERT. REINF. SEE FLAN. '-- , I FOST TENSION CONC. SLA6 i \ I' I-IORIZONTAL JOINT REINF. AT 16" O.C. I' I' I' SEE PLAN S TOP/SLAB i,' ~ <" \ "'" ('.:: t, <. ~ ,:. < 6 SECTION ....,~\I}I III """',','.,,.!..~ CONT L2" x 2" x Ib GA/?l., (T'fF) l!~ .... ....... ...... ....... EXTERIOR SI-IEATI-IING. REFER TO ARCI-I. SCALE: 3/4" = I'-~" ^v 1 ~ I" \ i.'t<, \ [\',;- ;;.'-; 5 ~K 6" POURED CONC. SLAB wi lt5 60TTOM AT 8" O.c. EACH WAY \ It ...J(L 00 I- I . ~-j .. ~~ I ~v1:RT. REINF. SEE PLAN. .-S' -4T X 2'-8" AT 16" O.C. MAX. TYP. A T ALL EDGES. ~H . .' . 'I 4I5Tx4'-r2''' O.C. AT 24" O.c. MAX. ~, It ...J o . I- ""l- ,0 If\lfi -- 1-I0Rll. JOINT REINF. AT 16" O.C. '=- '<: "i > N ~ " v' ~ ..::.: , ~ , N -.tv 1 "i ~ .:: I \ > < "i 1 l'L I . -:'"..;;:: -.., " '. ~ ~, ,"",' -.: '1 REFER TO PLAN FOR ELEVATOR I-IOIST 13M. . " , ,p POST TENSION CONC. SLA6 ., . . .' '~CONCRETE SI-IEARUlALL. .. " SEE FLAN. " . ;"~ V' 2 SECTION v -'-- SCALE: 3/4" = 1'-0" SEE PLAN S TOF/l'1AS. FARAFET ~~. STD. ACI I-IOOK 8"xI2'1 (MIN) RAKED CONC. TIE 6EAM WI (2) If5 TOF .. 60n., -3 AT 12" O.C. MAX. PARTIAL COURSE 6ELOW K.O. AS REQ'D. TO MAINTAIN MASONRY COURSING "1'. f'., >-" 't' "STx4'-0ii';G;l,C. AT 24" O.C. MA~", .\ ':::,'!., POST TENSION CONC>. SLA6 > SECTION SCALE: 3/4" = 1'-~" 7 SECTION SCALE: 3/4" = 1'-~" VERT. REINF. SEE FLAN. I-IORIZONT AL JOINT REINF. AT 16" O.C. , :":':,.0. SEE PLAN S TOF/SLA6 " ..~ << 'e" (< '''.~" ~;.,:.~~....\,.'~, ~~~k 6 :., ~t><:" A RCI-IED CONCRETE 6EAM. ~ e) <.." , SEE PLAN. I "'1 ''':~~'''' I I' "<'''", I I. "'~~"'" I I' .~~~. I I · "'..,:,. ~ ~ .'~:::~:'t~..". SEE ARCI-I. it' BOTT./ARCI-IE~~ONC. BEAM S _----^ ~ ~<~'t;.'" -v .....,,'1;., '~'~.~ CONT. P.T. 2x8 WOOD FLATE wi 112"cp A.B. (COUNTERSUNK) AT 48" O.C. MAX. (6" EM6ED) K.O. 6LOCK wi (1) 415 CONT. ATJ TOP OF MASONRY PARAPET ./" " PARTIAL COURSE 6ELOW~ " K.O. AS REQ'D. TO MAINTAIN MASONRY COURSRINGI. SEE PLAN..... TOF /l'1AS.\J' FARAFET ....,.. ::)1)110< ~ I~~lir ~,._~ - ~ ~'" ~ (4) -10 TEK \( SCREWS (TYP) CONT. L2" X 2" X 16 GA. . (TYPJ 3 5/8", 16 GA METAL STUDS AT 16" O.C. MAX. wi CONT. 16 GA. TRACK AT FACE/l'1AS. FASTEN TRACK wi (4) 1/4"cp X 1 3/4" TAPCON SCREWS AT EA. STUD (2- EACI-I FACE) TYP. ,I :::J I t I , ( 11 , " 7 ..~, " 4 ","" ,."" ., "" ~. .,," ", ,,{; 'f"o, FOST TENSION CONC-; SLA6 , ^ v FOAM ARCI-I. REFER TO ARCI-IITECT. If5 VERT. REINF. AT 48" O.C. MAX. IN GROUTED MAS. CELL. ARCI-IED CONCRETE BEAM. SEE PLAN. '~e) "I, I \, I I I I" ., I" I I <l!, ~ t'..... SEE ARCI-I.S 60TT./ ARCI-IED CONC. 6EAM ~v '-- WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 7'_7" TOF/SLAB S 1'-1" ..... TOP/SLA6 \J' m-=" ~-~ 2"m s ~ MET AL ROOF DECK. '"""" ~SEE PLAN. '"<::::: ~ '"<::::: L2" X 2" X 12 GA. X ~'-4" ~ ---.:::: '"<::::: wi (4) "0 TEK SCREWS TO <> """ """ '"<::::: ~ METAL TRUSS AND (3) r2'.145"cp """ '"""" ~ P.D. FA6TENERS TO EMBED fe. """ '"<::::: ~~ '"<::::: ~ '"<:::::~ /V"'~:~'~ """ '"<::::: -..::::: J) I """ '"<::::: I I """ /1,,"1 """""" I I """ I ., I --=::.. ~'~ N , EM6ED IE 1/4" X 4" X ~'-6" wi (2) 1/2"cp X 6" WELDED I-IEADED STUDS. 8"xI6" (MINJ CONC. TIE 6EAM WI (2) "S T. 4 B., iI3 AT 24" O.C. VERT. REINF. SEE PLAN. I-IORIZ. JOINT RE INF. AT 16" O.C. 6" FOURED CONC. SLA6 wi lt5 60nOM AT 8" O.C. EACI-I WAY -4T X 2'-8" AT 10" O.C. MAX. TYP. AT ALL EDGES. oc ...J(L 00 l- ~ TO~~~~AB I Ci'< Ii ...J o ' I- ""l- ,0 rf'Ilfi PRE-ENGINEERED MET AL ROOF TRUS5 AT 24" O.C. MAX. c; ~ SEE FLAN ..... I-IIGI-I TRUSS BEARING \J J:l. CONT. 16 GA. TRACK J ; ---~REFER TO ARCI-I. I '"<::::: I I t---, I -) I I I 1 I , ~PRECAST CONC. U-L1NTEL. ; REFER TO SI-IEET S-6~1 FOR . " TYPICAL DETAILS. SEE ARCI-I.~ 60TT ./FRECAST CONC. LINTEL" "......'. II ------ ~ ARCI-IITECTURAL 6RACKET (NON-STRUCTURAL, NON-COMBUSTIBLE). SEE ARC 1-1. FASTEN 6RACKET wi 1/2"cp SLEEVE ANCI-IOR TOP AND BOTTOM (I-IIL TI I-ILC OR EQUAL), COUNTERSUNK A5 REQ1D. " , " , I . Sf .' I.... .... FARTI AL COURSE AS REQ'D. ~ " ";>~; ~.. . "" . . . " . . ",' , . " .., REFER TO PLAN FOR ELEVATOR I-IOIST 13M. 3 SECTION SCALE: 3/4" = 1'-0" i"--- CONCRETE SI-IEARWALL. SEE PLAN. .... ." " ," . - I ' rno rn-@ ~ 0 W I~ \-~~\~ I Ii JAN 2 J 2U05 I~\ { __'-'-" 'v,...,.~_...<..._ ; ~o~v.~{i~~~t1~"~!,Ui~j SEE PLAN ~ ~ .l~~" })~ ~':~:iTS :J ~,'_ ~""."" ~ '" ~ 1j1"'- (4) -l~ TEK SCREWS (TYPJ .'" lCONT. L2" X 2" X 16 GA. (TYP) CONT. P.T. 2x8 WOOD PLATE wi 112"4> A.6. (COUNTERSUNK) AT 48" O.C. MAX. (6" EM6ED) K.O. 6LOCK wi (1) lt5 CONT. AT / TOP OF MASONRY PARAPET ./ 4I5T. X 4'-~" AT ~ARTIAL COURSE BELOW~ 48" O.C. MAX. K.O. AS REQ'D. TO MAINTAIN UND. MASONRY COURSING. / ~ FOST TENSIO SLAB ... ! ., ., NC-; 8, <~'l\,~ .~... "'.... "',~..... "~~ ~... ~'" '~~ ~~ ~ .~ '~,.... ",-... '" "'1\-, ~I . ~', .: " ," .:' PRECAST CONC. U-LINTEL~ REFER TO SI-IEET S-6r2'1 FOR TYPICAL DETAILS S SEE ARCI-I. BOTT./PRECAST CONe. LINTEL ,~ ~ ,."'t::itiilt 8 SECTION SCALE: 3/4" = 1'-0" <1" e*"id(;)h, ',., "'....' " <<('<> . ~<<~ .c,' 1\\ ~" 'Ii" , oM' 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30,A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 * MOHAN ENGINEERING, INC. I n Consulting Structural Engineers FL C,Q,A, No. 7498 George E. Mohan FL P.E. No. 46665 .~~ 13630 58th Street North, Suite 107 e Clearwater, FL 33760 . (":;i)/~:';/" 1- Phone (727) 535-9771e Fox (727) 535-9773 I '<"~'r;??r::Z.(i~le:~'?"V'~ @2OO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. {f,.,<.::i2;~~", ;;~,.,,; ,'/ ,} I ww? 6t'.*f$ ',' ~p<f1; I I PROJECT NO. 03540 liD " " / , ' , '.. i '" y "" ' (;' ~ ~ '" " -.: 1 ~ ~ vERT. REINF. AT 46" O~.~~ ~ ~I/ MAX. IN GROUTED MAS. CELL. II: ~ ~'I I;~~I\, If ' \ 1\ CONT. L2" X 2" X 10 GA. (TYP) EXTERIOR SI-IEATHING. REFER TO ARCH / I BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10,2005 Revisions: 3 5/8", 10 GA. METAL , STUDS AT 16" O.C. MAX. wi CONT. 16 GA. TRACK AT FACE/l'1AS. FASTEN TRACK wi (4) 1/4"cp X 1 3/4" T APCON SCREWS AT EACI-I STUD (2 - EACI-I FACE) TYP. FOAM ARCI-I. REFER TO ARCI-IITECT. 3 5/8",16 GA. METAL STUDS DIAGONAL 6RACE AT 16" O.C. STAGGERED EA. DIRECTION 03540 5e tions & Details STRUCTURAL NOTES MISCELLANEOUS 1. THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE BEEN MADE AND ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN STRENGTH, AS SHOWN IN THE STRUCTURAL DOCUMENTS, 2, CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM I S COMPLETED. TH I S I NCLUDES, BUT I S NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, SHORING, GUYS DR TIE-DOWNS THAT MAY BE NECESSARY, SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT, 3, 4, APPLICABLE BUILDING CODE: 2001 FLORIDA BUILDING CODE, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE, 5, DES I GN LOADS: AREA SUPERIMPOSED LIVE LOAD ROOF FLOOR-RESIDENCE FLOOR-BALCONY FLOOR-CORRIDOR FLOOR-MECH. IELECT, RMS, STAIRS 20 PSF 40 PSF 60 PSF 80 PSF 100 PSF 100 PSF AREA ROOF (METAL TRUSS) ROOF (CONCRETE SLAB) FLOOR DEAD LOAD 25 PSF 125 PSF 135 PSF 6, DESIGN WIND VELOCITY 130 MPH, 7, COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCH ITECTURAL DRAW I NGS, DO NOT SCALE DRAW I NGS, 8, CONTACT ENGINEER WITH ANY QUESTIONS DR DISCREPANCIES FOUND ON DRAW I NGS, 9, CONTRACTOR SHALL NOTIFY THIS OFFICE WHEN THE STRUCTURAL SYSTEM IS SUBST ANT IALL Y COMPLETED, AND BEFORE SHEATH lNG, CE I LI NGS, DR ROOFING IS INSTALLED, 10, IF THIS PROJECT IS CLASSIFIED AS A THRESHOLD BUILDING BY THE BUILDING DEPARTMENT, A SPECIAL INSPECTOR SHALL BE RETAINED IN ACCORDANCE WITH FLORIDA STATUTES, 11. THE SPECIAL INSPECTOR SHALL BE LICENSED BY THE FLORIDA BOARD OF PROFESSIONAL ENGINEERS AND SHALL STRICTLY FOLLOW THE 'STRUCTURAL I NSPECTI ON PLAN', PREPARED BY TH I S OFF ICE, 12, RESUMES OF THE SPECIAL INSPECTOR AND ANY OF HIS AUTHORIZED REPRESENTATIVES SHALL BE SUBMITTED TO THIS OFFICE FOR REVIEW, THIS OFFICE RESERVES THE RIGHT TO REJECT ANY INSPECTOR THAT DOES NOT MEET OUR QUALIFICATIONS, SITE WORK 1. A SUBSURFACE INVESTIGATION HAS BEEN COMPLETED AT THE PROJECT SITE BY BTL ENGINEERING SERVICES, INC, SOIL BORING LOGS AND SITE PREPARATION PROCEDURES ARE INCLUDED IN THE PROJECT SOILS REPORT, DATED NOVEMBER 25, 2003, AND JUNE 24, 2004 WHICH IS AN INTEGRAL PART OF THESE CONTRACT DOCUMENTS, 2, ALL SITE WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT, 3, A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS: Q) ONE DENSITY TEST FOR EACH 2,000 SQUARE FEET OF COMPACTED SUBGRADE AND COMPACTED FILL, b) ONE DENSITY TEST AT EACH PILE CAP, c) ONE DENSITY TEST PER 50 FEET OF GRADE BEAM, 4, ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT) STRUCTURAL ENGINEER) AND GENERAL CONTRACTOR, 5, FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLING PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM ARE I N PLACE, 6, THE SIDES OF FOUNDATIONS MAY BE EARTH-FORMED IF THE EXCAVATION CAN BE KEPT VERTI CAL. CLEAN, AND STABLE; OTHERW I SE, PLYWOOD FORMS MUST BE USED, AUGERCAST/DRILLED DISPLACEMENT PILING 1. AUGERCAST PILES SHALL BE FABRICATED BY ROTATING A CONTINUOUS FLIGHT HOLLOW-SHAFT AUGER INTO THE GROUND TO A RECOMMENDED DEPTH OF 30 FEET, 2, HIGH-STRENGTH GROUT SHALL BE PUMPED AS THE AUGER IS WITHDRAWN TO FILL THE HOLE, PREVENTING HOLE COLLAPSE AND TO CAUSE THE LATERAL PENETRATION OF THE GROUT INTO SOFT DR POROUS ZONES OF THE SURROUNDING SOIL, 3, WHILE WITHDRAWING THE AUGER, A POSITIVE HEAD OF AT LEAST SEVEN FEET OF GROUT SHALL BE MAINTAINED ABOVE THE TIP OF THE AUGER TO ASSURE THAT THE PILE IS PROPERLY AND CONTINUOUSLY FORMED, IN ALL CASES. PILES SHALL BE FORMED WHILE THE AUGER IS INITIALLY BEING WITHDRAWN, 4, IF RE I NFORCEMENT IS REQU I RED, I T SHALL BE PLACED WH I LE THE GROUT IS ST I LL FLU I D, SEE DRAW I NGS FOR PILE RE I NFORCEMENT, 5 THE GROUT USED TO FILL THE HOLES SHALL CONSIST OF A MIXTURE OF PORTLAND CEMENT, MINERAL FILLER, FLU I D I F I ER, SAND AND WATER SO PROPORTIONED AND MIXED AS TO PROVIDE A GROUT CAPABLE OF MAINTAINING THE SOLIDS IN SUSPENSION WITHOUT APPRECIABLE WATER GAIN, YET WHICH MAY BE PUMPED WITHOUT DIFFICULTY AND WHICH WILL LATERALLY PENETRATE AND FILL ANY VOIDS IN THE FOUNDATION MATERIAL, 6, THE MATERIALS SHALL BE SO PROPORTIONED AS TO PROVIDE A HARDENED GROUT HAVING AN ULTIMATE COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, 7, THE GROUT MIX SHALL BE TESTED BY MAKING ONE SET OF CYLINDERS FOR EACH DAY DURING WHICH AUGERCAST PILES ARE PLACED, A SET OF CYLINDERS SHALL CONSIST OF TWO CYLINDERS TO BE TESTED AT 7 DAYS AND TWO CYLINDERS TO BE TESTED AT 28 DAYS, TEST CYLINDERS SHALL BE MADE AND TESTED IN ACCORDANCE WITH ASTM D-109, 8 ONLY APPROVED PUMPING AND CONT[NUOUS MIXING EQUIPMENT SHALL BE USED IN THE PREPARATION AND HANDLING OF THE GROUT, ALL OIL OR OTHER RUST INHIBITORS SHALL BE REMOVED FROM MIXING DRUMS AND PRESSURE GROUT PUMPS, 9, THE GROUT PUMP SHALL BE A POSITIVE DISPLACEMENT PISTON TYPE PUMP CAPABLE OF DEVELOPING PRESSURES AT THE PUMP UP TO 350 PSI, THE PUMP SHALL BE EQUIPPED WITH A SUITABLE GAGE TO PERMIT VERIFICATION OF PUMPING PRESSURES, 10, 11. 12, 13, 14, 15. THE MINIMUM VOLUME OF GROUT PLACED IN THE HOLE SHALL EQUAL THE VOLUME OF THE AUGERED HOLE, ALL MATERIALS SHALL BE SUCH AS TO PRODUCE A HOMOGENEOUS GROUT OF THE DESIRED CONSISTENCY, IF THERE IS A LAPSE IN THE OPERATION, THE GROUT SHALL BE RECIRCULATED THROUGH THE PUMP, PILE CENTERS SHALL BE LOCATED TO AN ACCURACY OF PLUS DR MINUS THREE INCHES, PILES SHALL BE INSTALLED PLUMB WITHIN A TOLERANCE OF ONE INCH IN TEN FEET, ADJACENT PILES SHALL NOT BE PLACED CLOSER THAN 8,0 FEET CENTER TO CENTER UNTIL THE GROUT IN THE PILES HAS SET FOR 24 HOURS, ONE QUICK LOAD PILE LOAD TEST WILL BE PERFORMED IN ACCORDANCE WITH ASTM D-1143-81. THE CONTRACTOR WILL FURNISH REACTION BEAM) REACTION PILES, AND OTHER PERSONNEL AND RIGGING NECESSARY TO PERFORM THE TESTS, THE TESTS SHALL BE MONITORED BY A TESTING LABORATORY, PRODUCTION PILES SHALL NOT BE TESTED, WHERE THE PILE CUTOFF IS NEAR THE SURFACE DR ABOVE THE BOTTOM OF THE EXCAVATION, METAL SLEEVES OF THE PROPER DIAMETER SHALL BE PLACED AROUND THE PILE TOPS, INSTALLATION OF THE AUGERCAST PILES SHALL BE CONTINUOUSLY INSPECTED BY A QUALIFIED TESTING LABORATORY, BID SHALL BE FOR A LUMP SUM AMOUNT BASED ON THE NUMBER OF PILES, ESTIMATED LENGTH AND THE TOTAL ESTIMATED FOOTAGE AS SHOWN IN THE PLANS ANDloR SPECIFICATIONS, 17, SEPARATE UNIT PRICES SHALL BE QUOTED TO COVER EACH OF THE FOLLOW I NG: Q) A UNIT PRICE PER FOOT OF PILE FOR ADDITIONAL FOOTAGE IN EXCESS OF THE TOTAL PILE LENGTH BID, b) A UNIT PRICE PER FOOT OF PILE CREDIT FOR FOOTAGE LESS THAN THE TOTAL PILE LENGTH BID, 16, 18, LOAD TESTS SHALL BE BID AT A UN IT PR I CE FOR EACH TEST, 19, NO PAYMENT SHALL BE MADE FOR MISPLACED. FAULTY DR OTHERW I SE NON-ACCEPTABLE PILES AS DEFINED BY THE ENGINEER, CAST IN PLACE CONCRETE 1, CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS: Q) SLAB-oN-GRADE, , , , , , , , , , . , , , , , , , , , , , , , , , , 3000 PS I b) PILE CAPS, GRADE BEAMS" , , , , , , , , , , , , , , , , 4000 PS I c) MASONRY WALL TIE BEAMS, TIE COLUMNS, , , , , 4000 PS I cD BEAMS, , , , , , , , , , , , , , , , , , , , , " "',' 4000 PS I e) COLUMNS, WALLS""""", , , , , , , , , . , 4000/5000/6000 f) SLABS, , , , . , , , , , , , , , , , , , , , . , 4000/6000 PS I PSI 2, CONCRETE SHALL BE READYM I X PER ASTM C94: Q) PORTLAND CEMENT - ASTM C 150 b) AGGREGATES - ASTM C33 (3/4' MAX.) c) NO CALCIUM CHLORIDE d) AIR ENTRAINING - ASTM C260 e) WATER REDUCING - ASTM C494 f) FLYASH - ASTM C618 CLASS F (20% MAXIMUM BY WEIGHT) g) WATER - CLEAN AND POTABLE REINFORCING STEEL: ASTM A615 GRADE 60, 3, 4, 5, 6, 7. 8, 9, REQUIRED SLUMP RANGE = 3' TO 5', WELDED WIRE F ABR I C: ASTM A-185, FURN I SH I N SHEETS) NOT ROLLS, MOl STURE BARR I ER: 6 MIL POLYETHYLENE, LAP 6' AND TAPE ALL JOI NTS, CODES AND STANDARDS: (CURRENT EDITION) ACI 301 'SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS, ' ACI 305 'RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING, ' ACI 318 'BLDG, CODE REQUIREMENTS FOR REINF, CONCRETE,' ACI 315 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT, ' MINIMUM LAP SPLICE = 30 BAR DIAMETERS UNLESS NOTED OTHERWISE, PRoV I DE PROPERLY TI ED SPACERS, CHA I RS. BOLSTERS, ETC, AS REQUIRED AND NECESSARY TO ASSEMBLE, PLACE AND SUPPORT ALL REINFORCING IN PLACE, USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRSI RECOMMENDATIONS, USE PLASTIC TIP LEGS ON ALL EXPOSED SURF ACES, 10, ALL BEAMS, SPANDRELS AND SLABS SHALL BE POURED MONOLITHICALLY, EXCEPT FOR REQUIRED CONSTRUCTION JOINTS, PROPOSED CONSTRUCTION JOINT LOCATIONS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL, 22, REPA I RAND PA TCH DEFECT I VE AREAS WITH CEMENT MORTAR IMMEDIATELY AFTER REMOVAL OF FORMS, EXCEPT WHERE REINFORCING IS VISIBLE, CONTACT STRUCTURAL ENGINEER FOR EVALUATION OF EXPOSED REINFORCING, 23, PROV I DE 3/4' CHAMFERS ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAW I NGS. 24, CONTRACTOR SHALL FURNISH 5 TONS OF #5 REINFORCING BARS DELIVERED TO THE JOB SITE IN STANDARD LENGTHS AND FABRICATED AND PLACED AS DIRECTED BY THE ARCHITECTIENGINEER, 25, PROVIDE CORNER BARS AT ALL BEAM AND GRADE BEAM CORNERS TO MATCH HORIZONTAL BARS, 26, ALL BUILDING AND SITE SLABS-oN-GRADE SHALL BE AT LEAST 4' THICK, REINFORCED WITH 6X6-W1. 4 X WI. 4 W, W, F, ON 6 MIL VAPOR BARR I ER, WITH SAW-CUT CONTROL JOI NTS 20' -0' 0, C, EACH WAY INCLUDING HOUSEKEEPING PADS AS REQUIRED, SEE PLANS FOR OTHER COND I T IONS, 27, STEP AND SLOPE ALL BALCONIES AND WALKWAYS AWAY FROM THE BU I LD lNG, POST-TENSIONED CONCRETE 1. SUPPLIER AND INSTALLER SHALL HAVE AT LEAST FIVE (5) YEARS EXPERIENCE IN POST-TENSIONED SYSTEMS, 2, SUPPLIER SHALL DESIGN POST-TENSIONED SYSTEM FOR THE THROUGH FORCES AND CONDITIONS SHOWN ON THE DRAWINGS, PRESTRESSING STEEL: PRESTRESSING STEEL SHALL BE 0,5 INCH DIAMETER SEVEN-WIRE LOW RELAXATION STRAND FOR PRESTRESSED CONCRETE MANUFACTURED IN ACCORDANCE WITH ASTM A416 WITH A GUARANTEED MINIMUM ULTIMATE TENSILE STRENGTH OF 270 KSI - COAT STRAND IN RUST PREVENTATIVE GREASE AND ENCASE IN A PLASTIC SLIPPAGE SHEATHING, 5, VERTICAL BARS SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM OF BAR AND AT B' -0' 0, C, MAXIMUM WITH A MINIMUM CLEARANCE OF 1/2' FROM MASONRY, THE CLEAR DISTANCE BETWEEN BARS SHALL NOT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN 1', CENTER BARS I N WALLS U, N, 0, 7. SURFACE PREPARATION - PREPARE STEEL SURFACE IN ACCORDANCE WITH SSPC-SP3 POWER TOOL CLEANING, ANY METHOD IN CONFORMANCE WITH AN SSPC SPECIFICATION OF HIGHER QUALITY THAN LISTED WILL BE ACCEPT ABLE, A T OPT I ON OF CONTRACTOR, WHEELABRA TOR MAYBE USED FOR PREPARATION OF STEEL SURFACES, PROVIDING RESULTANT SURFACE IS EQUAL IN ALL RESPECTS TO THOSE REQUIRED, 19, SPLICES SHALL NOT BE PERMITTED, 11. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS. SLEEVES. AND SLAB RECESSES AS REQUIRED BY OTHER TRADES BEFORE CONCRETE I S PLACED. NO SLEEVE, OPEN I NG, DR INSERT MAYBE PLACED IN BEAMS, JDl STS, DR COLUMNS UNLESS APPROVED BY THE ENG I NEER. CONTRACTOR SHALL VERIFY EMBEDDED ITEMS, INCLUDING BUT NOT LI M I TED TO ANCHOR BOLTS, BOLT CLUSTERS, WELD PLATES, ETe.", BEFORE PLACING CONCRETE, NOTIFY ENGINEER OF ANY CONFLICTS WITH REBAR. 3, 4, AN ENCAPSULATED SYSTEM SHALL BE PROVIDED ON CABLES, ANCHORS, ETC, , PER THE POST TENSION INSTITUTE (PTI) SPECIFICATIONS FOR CORROSIVE ENVIRONMENTS, 6, VERTICAL REINFORCING SHALL BE AS SHOWN ON THE DRAWINGS, FILL CELLS WITH COARSE GROUT AS SPECIFIED, PROVIDE ACI 90 DEGREE STANDARD HOOKS INTO FOUNDATION, LAP SPLICE VERTICAL REINFORCEMENT ABOVE FOUNDATION AND ABOVE EACH FLOOR LEVEL UNLESS NOTED OTHERWISE, MAINTAIN VERTICAL REINFORCING SHOWN ON PLANS ABOVE AND BELOW MASONRY OPENINGS EXCEEDING 10' -0' CLEAR, CONTINUE FOUNDATION DOWELS BELOW ALL MASONRY OPENINGS, 8. STRUCTURAL STEEL SHAPES, TEES - ASTM A992. 20, FULLY INSTALL ALL BRIDGING BEFORE APPLYING LOADS, 12, 13, SEE ARCHITECTURAL DRAWINGS FOR REQUIRED CONCRETE FINISHES, 5, ANCHORAGES: ALL ANCHORING HARDWARE SHALL MEET THE MINIMUM REQUIREMENTS SET FORTH IN ACI 318-02, CHAPTER 18 AND PCI 'STANDARD BUILDING CODE FOR PRESTRESSED CONCRETE, ' 7. ALL REINFORCED FILL CELLS ARE TO BE CLEAN AND FREE OF ANY FOREIGN MATERIAL DR DEBRIS, REMOVE ANY FOREIGN MATERIAL FROM FILL CELLS, 9, 10, 11. STRUCTURAL STEEL ANGLES, CHANNELS, PLATES, BARS - ASTM A36, STRUCTURAL STEEL TUBING - ASTM A500 GRADE B, 21. FOR WELDED CONNECTIONS, FUSION WELDING IS RECOMMENDED WITH A DIRECT CURRENT WELDER OF 200 DR MORE AMPERE CAPACITY, USE A HEAT OF 60 TO 90 AMPERES (DEPENDING ON THE GAUGE OF METAL) ALONG WITH ASTM E60 ELECTRODES, 14, ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS: Q) APPLY A 301. SOLIDS LIQUID MEMBRANE FORMING CHEMICAL CURING COMPOUND IN ACCORDANCE WITH ASTM C-309, b) PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE WITH ACI 301. 6, TENDONS SHALL BE FABRICATED WITH SUFFICIENT LENGTH BEYOND EDGE FORM TO ALLOW STRESSING, A MINIMUM LENGTH OF 12 INCHES AT EACH STRESSING END IS REQUIRED 8, REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WHERE BENDS DR HOOKS ARE DETAILED ON THE PLANS, STEEL PIPE - ASTM A501. 12, ANCHOR BOLTS - F1554 GRADE 36, 22, STEEL TRUSSES: Q) TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRIDGING OF THE TRUSS SYSTEM DURING CONSTRUCTION, b) TRUSSES SHALL BE DESIGNED SO THAT NO HORIZONTAL REACTIONS ARE IMPOSED ON THE SUPPORTING STRUCTURE UNDER VERTICAL LOAD. c) PREFABRICATED TRUSSES AND PANELS SHALL BE SQUARE AND BRACED AGAINST RACKING, d) TRUSS MANUFACTURER SHALL PROVIDE A BENT PLATE 3' X 3' X 14 GAGE TYPICAL AT ALL RIDGE AND VALLEY LINES, 15, GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTI ON OF ALL FORMWORK, SHOR I NG, AND RESHOR I NG, DES I GN SHALL BE PERFORMED BY A LICENSED FLORIDA ENGINEER, 7, TENDONS THAT ARE TO BE STRESSED FROM ONE END ONLY SHALL HAVE FIXED END ANCHORAGES ATTACHED TO ONE END PRIOR TO SHIPMENT, 9, REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS WHERE SPLICED AND SHALL BE WIRED TOGETHER, 13, NO SPLICES SHALL BE PERMITTED IN ANY STRUCTURAL STEEL MEMBER UNLESS SHOWN ON APPROVED SHOP DRAWINGS, 16, RESTRICT THE ADDITION OF MIX WATER AT THE JOB SITE, DO NOT ADD WATER WITHOUT THE APPROVAL OF THE GENERAL CONTRACTOR AND DO NOT EXCEED SLUMP LIMITATIONS DR TOTAL ALLOWABLE WATER TO CEMENT RATIO, USE COLD WATER FROM THE TRUCK TANK AND REMIX TO ACHIEVE CONSISTENCY, TEST REPORTS SHALL INDICATE QUANTITY OF WATER ADDED AT THE JOB SITE, ALL TESTS SHALL BE PREPARED AFTER THE ADDITION OF WATER TO THE MIX, 17, REINFORCING BAR COVER: Q) FOUNDA T IONS 3' b) COLUMNS 1-1/2' c) BEAMS 1-1/2' d) SLABS 3/4' (I NTER I DR) 1-1/2' (EXTER I DR) 18, CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCH TIME, 19, WHERE BAR LENGTHS ARE GIVEN ON DRAWINGS, LENGTH OF HOOK, IF REQUIRED, IS NOT INCLUDED, 20, PROVIDE COMMERCIAL FORM COATING COMPOUNDS THAT WILL NOT BOND, STAIN, DR ADVERSELY AFFECT CONCRETE SURFACES, WET FORMS BEFORE PLACING CONCRETE, 21. ALL CONCRETE SHALL BE CONSOLIDATED IN PLACE USING INTERNAL V I BRA TORS, CHAIR UP SUPPORT BARS TO ACHIEVE TENDON PROFILES AS SHOWN ON APPROVED SHOP DRAW I NGS, PROV I DE A CHA I RAT EVERY TENDONISUPPORT BAR INTERSECTION, AT STRESSING ENDS, WRAP THE TENDON ANCHORAGE CONNECTIONS WITH HEAVY DUTY TAPE TO PREVENT CEMENT FLOW INTO ANCHORAGES, ALSO REPAIR ANY DAMAGED TENDON SHEATHING, 10, STRESSING OF THE TENDONS SHALL BEGIN AFTER CONCRETE STRENGTH HAS REACHED AT LEAST 3000 PSI AS DETERMINED BY CYLINDER BREAKS, 8. 9, 11. ALL FORMWORK SHALL BE LEFT IN PLACE UNTIL STRESSING HAS BEEN COMPLETED, 12, ALL STRESSING SHALL BE PERFORMED BY PERSONS EXPERIENCED IN THIS TYPE OF WORK, TESTING LABORATORY SHALL OBSERVE ALL STRESSING AND KEEP RECORDS AS DESCRIBED ABOVE, 13. ALL STRESSING SHALL BE DONE WITH HYDRAULIC JACKS EQUIPPED WITH CALIBRATED PRESSURE GAUGES, A CALIBRATION CHART SHALL ACCOMPANY EACH JACK, IF MORE THAN 5 PERCENT INCONSISTENCY OCCURS BETWEEN MEASURED ELONGATION AND JACK GAUGE READING, THE JACK GAUGE PUMP UNIT SHALL BE RECALIBRATED, 14, CLEAN OUT EACH GROMMET HOLE BEFORE STRESSING TO REMOVE ANY CEMENT PASTE, 15, MARK EACH STRAND WITH PA I NT AT THE EDGE OF SLAB PR I DR TO STRESSING TO MEASURE ELONGATION, 16, DO NOT BURN OFF ANY TENDON ENDS UNTIL SPECIFIC APPROVAL HAS BEEN GIVEN BY THE ENGINEER. 17, BURN OFF TENDON ENDS TO WITH I N ONE I NCH FROM EDGE OF SLAB. APPLY A RUST PREVENTATIVE PAINT TO EXPOSED HARDWARE AND TENDON, 18, PATCH ANCHOR POCKETS WITH A PREMIXED NON-SHRINK EPOXY GROUT, 19, TENDONS SHALL BE DRAPED TO APPROXIMATELY PARABOLIC PROFILE BETWEEN SUPPORTS, MAXIMUM SPACING OF TENDON SUPPORTS TO BE 4' -0' 0, C, 20, TENDON PROFILE IS MEASURED FROM BOTTOM OF SLAB TO CENTERLINE OF TENDON, 21 MAXIMUM TENSILE STRESS: Q) 851. ULTIMATE CAPACITY DR MAXIMUM VALUE AS RECOMMENDED BY MANUFACTURER OF TENDONS DR ANCHORS, b) 74% ULTIMATE CAPACITY IMMEDIATELY AFTER PRESTRESS, c) 70% ULTIMATE CAPACITY IMMEDIATELY AFTER TENDON ANCHORAGE, 22, MEASURED TENDON ELONGATIONS SHALL BE PLUS DR MINUS 71. OF SPECIFIED ELONGATION, 23, SLAB CONSTRUCTION JOINTS SHALL BE LOCATED WHERE TENDONS ARE AT MID-DEPTH AND SHALL BE SHOWN ON SUBMITTED SHOP DRAWINGS, 24, THE POST TENSIONED INFORMATION AS SHOWN ON THE STRUCTURAL DRAWINGS IS PROVIDED FOR GENERAL LAYOUT GUIDELINES AND PRICING ONLY, THE REGISTERED SPECIALITY POST-TENSIONED ENGINEER IS TO PROVIDE A COMPLETE DESIGN OF THE POST-TENSIONED SYSTEM, MASONRY 1. HOLLOW LOAD BEAR I NG UN ITS SHALL CONFORM TO ASTM C90, NORMAL WE I GHT, TYPE I I. M I N I MUM NET COMPRESS I VE UN IT STRENGTH = 1900 PSI. (NET AREA COMPRESSIVE MASONRY STRENGTH f'M = 1500 PSI), 2, MORTAR SHALL BE TYPE M DR S AND CONFORM TO ASTM C270 (PROPORTION DR PROPERTY SPECIF[CATION), 3, COARSE GROUT SHALL CONFORM TO ASTM C476: Q) 2500 PSI AT 28 DAYS, b) 1/4' MAXIMUM AGGREGATE, c) 8' - 11' SLUMP, 4, CODES AND STANDARDS: ACI 530/ASCE 5 'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES' ACI 530, 11ASCE 6 'SPECIFICATIONS FOR MASONRY STRUCTURES' 10, WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS, DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT, 11 PROVIDE CONTINUOUS HORIZONTAL WALL REINFORCING 9 GA, GALVANIZED LADDER TYPE DUR-o-WALL (OR EQUIVALENT) AT 16' 0, C, 12, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT DOORS AND WINDOWS FOR FIRST AND SECOND BLOCK COURSE ABOVE AND BELOW APERTURES, RUN REINFORCrNG CONTINUOUS DR EXTEND TWO FEET FROM APERTURE EDGE, 13 WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6' AT SPLICES AND SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT IN THE LAPPED DISTANCE, 14, CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT POUR WHEN THE POUR HEIGHT EXCEEDS 5', CLEANOUTS TO BE SAW-CUT 4' X 4', 15, GROUT POUR HE I GHT SHALL NOT EXCEED 24', PLACE GROUT INS' MAX, LIFTS HEIGHTS, 16, CONSOLIDATE GROUT POURS AT THE TIME OF PLACEMENT BY MECHANICAL MEANS AND RECONSOLIDATE AFTER INITIAL WATER LOSS AND SETTLEMENT, 17, STORE BLOCKS ON PALLETS AND COVER WITH VISQUEEN, 18, PLACE ALL MASONRY IN RUNNING BOND WITH 3/B' MORTAR JOINTS, PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING. HORIZONTAL AND VERTICAL, FULLY MORTAR WEBS IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS AND ADJACENT TO GROUTED CELLS, 19, SEE DRAWINGS FOR MASONRY CONTROL JOINT LOCATIONS. SPACE AT 32' -0' 0, C, MAX I MUM UNLESS NOTED OTHERW I SE, 20, MASONRY I NSPECT I ON SHALL BE PROV I DED BY A QUALI F I ED AGENT IN ACCORDANCE WITH AC I 530-1. 6, I NSPECT I ON SERV I CES SHALL I NCLUDE, BUT ARE NOT LI M ITED TO, THE WORK I N PROGRESS AS WELL AS MATER I ALS) EQU I PMENT, AND PROCEDURES, 21, PRO V I DE 8' DEEP PRECAST RE I NFORCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS NOT SHOWN TO HAVE A STRUCTURAL BEAM, MINIMUM END BEARING = B', LINTEL WIDTH TO MATCH MASONRY WIDTH, 22, THE TOP OF PARTIALLY CONSTRUCTED WALLS SHALL BE COVERED WITH VISQUEEN AT THE END OF EACH WORK DAY AND WHENEVER RAIN OCCURS, STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BU I LD I NGS') LA TEST ED IT ION, EXCEPT CHAPTER 4, 2, 1. CODE OF ST ANDARD PRACT ICE, 2 WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1. 1. ALL WELDING SHALL BE PERFORMED USING E70XX, LOW HYDROGEN ELECTRODES, U, N, 0, ELECTRODES ARE TO BE PROTECTED FROM MOISTURE, 3, ALL CONNECTIONS TO BE DOUBLE ANGLE FRAMED BEAM CONNECTION PER AISC UNLESS NOTED OTHERWISE, ALL BOLTS TO BE 3/4' DIAMETER UNLESS NOTED OTHERWISE, SHOP CONNECTIONS MAY BE WELDED DR BOLTED, WELDS ARE TO BE EQUAL IN STRENGTH TO BOLTS, ALL FIELD CONNECTIONS ARE TO BE BOLTED WITH ASTM A325N DR A490 BOLTS (BEARING TYPE BOLTS WITH THREADS IN THE SHEAR PLANE) INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS, ALL BOLTS SHALL BE TIGHTENED SNUG TIGHT UNLESS OTHERWISE NOTED, DESIGN CONNECTIONS FOR THE LARGER OF EITHER THE SHEAR SHOWN ON THE DRAWINGS, (INDICATED AS 'V =K' AT ENDS OF MEMBER) DR 55% OF THE MAXIMUM SHEAR (V IN KIPS) LISTED IN THE TABLES FOR 'ALLOWABLE UNIFORM LOADS IN KIPS FOR BEAMS LATERALLY SUPPORTED' AT THE BOTTOM OF EACH PAGE IN THE 'PROPERTIES AND REACTION VALUES', PART 2 OF THE LATEST EDITION OF THE AISC 'MANUAL OF STEEL CONSTRUCTION', 4, SIZE AND USE OF HOLES: SEE A I SC TABLE J3, 1 U, N, 0, Q) OVERSIZED DR LONG-SLOTTED HOLES ARE NOT PERMITTED U, N, 0, MAX I MUM HOLE DIAMETER = BOLT DIAMETER + 1/16', b) LARGER HOLES ARE PERMITTED IN STANDARD COLUMN BASE PLATES, MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 3/8', HARDENED WASHERS, TO COVER THE LARGER HOLE, SHALL BE PROVIDED c) SLOTTED HOLES: A PLATE WASHER DR A CONT I NUOUS BAR WITH STANDARD HOLES, HAVING A SIZE SUFFICIENT TO COMPLETELY COVER THE SLOT AFTER INSTALLATION, AND A MIN. OF 5/16' THICK SHALL BE PROVIDED, TACK WELD NUT TO BOLT AFTER ERECT ION, 5, ALL STEEL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER (WITHIN THE MILL TOLERANCE) LOCATED ABOVE THE HORIZONTAL CENTERLINE BETWEEN THE END CONNECTIONS, 6, SHOP PAINT - METAL ALKYD-OIL PRIMER, ANY OF THE FOLLOWING: SEE ARCHITECT FOR PREFERRED COLOR, MANUFACTURER PORTER MOBILE TINEMEC AMERON DESIGNATION NO, 298 NO, 13F812 NO. 1009 NO, 5102 AMERCOAT SHOP PAINT ALL SURFACES OF STEEL EXCEPT ANCHOR BOLTS AND SURFACES TO BE FIELD WELDED, APPLY PAINT IN ACCORDANCE WITH SSPC-PA L SHOP FIELD AND MA I NTENANCE PA I NT! NG, APPL Y PA I NT IN SUFFICIENT VOLUME DR COATS TO PROVIDE A MINIMUM DRY FILM THICKNESS OF AT LEAST 3 MILS BUT NOT MORE THAN 5 MILS, WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ~ MOHAN ENGINEERING, INC. n Consulting Structural Engineers FL C.O.A. No. 7498 George E. Mohan FL P.E. No. 46665 13630 58th Street North, Suite 107 - Clearwater, FL 33760 Phone (727) 535-9771- Fax (727) 535-9773 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 6):lt;;;;_4"d (f~k'u~ <Cl2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 14, STEEL STAIRS SHALL BE DESIGNED FOR 100 PSF LIVE LOAD BY A LI CENSED ENG I NEER, RET A I NED BY THE STEEL F ABR I CA TOR, NON-SHRINK GROUT SHALL BE: NONMETALLIC SHRINKAGE-RESISTANT GROUT, PREM[XED, NONMETALLIC, NONCORROSIVE. NONSTAINING PRODUCT CONTAINING SELECTED SILICA SANDS, PORTLAND CEMENT, SHRINKAGE COMPENSATING AGENTS, PLASTICIZING AND WATER-REDUCING AGENTS, COMPL Yl NG WITH CE -CRD-C621 NO FIELD WELDING OF GALVANIZED MEMBERS IS PERMITTED, 15, 16, 17, ERECTI ON Q) BEFORE ERECTION, THE CONTRACTOR IS TO REMOVE ALL MUD, DIRT DR OTHER FOREIGN MATTER, WHICH ACCUMULATES DURING HANDLING AND STORAGE, b) DRIFTING TO ENLARGE UNFAIR HOLES WILL NOT BE PERMITTED, DRILL SUCH HOLES TO ACCOMMODATE THE NEXT LARGER SIZE FASTENER, WHERE POSS I BLL c) AFTER ERECT ION, CLEAN FIELD WELDS, BOLTED CONNECT IONS, AND ABRADED AREAS WHERE SHOP COAT HAS BEEN DAMAGED, SPOT AND PRIME AREAS USING SAME MATERIAL AS SHOP COAT, d) SET ALL MEMBERS SO THAT, I N THE I R FINAL LOCA T! ON, LEVEL, PLUMBNESS AND ALIGNMENT ARE WITHIN THE TOLERANCES PRESCRrBED BY AISC CODE, METAL DECKING 1. ALL METAL DECK SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK I NST I TUTE, 2, METAL ROOF DECK SHALL BE 1 1/2' DEEP, 22 GA" WIDE RIB TYPE B AND GALVANIZED. 3, MINIMUM FASTENING OF ROOF DECK WITH (7) #10 TEK SCREWS AT EACH SUPPORT PER 36' WIDTH AND (1) #10 TEK SCREW AT MIDSPAN OF SIDELAPS, SEE PLANS FOR ADDITIONAL FASTENING, 4, INSTALL ALL DECKING 3 SPAN CONTINUOUS, 5, DO NOT HANG DR ATTACH DUCTWORK, CONDUIT, PIPING, EQUIPMENT, CE I LI NGS, ETC, FROM METAL DECK lNG, COLD-FORM STEEL FRAMING 1. ALL STEEL FRAMING SHALL CONFORM TO 'THE SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS', LATEST EDITION, BY THE AISI. 2, WELDED CONNECTIONS SHALL CONFORM TO 'CODE FOR WELDING IN BU I LD I NG CONSTRUCT ION, D 1. 0' BY THE AWS. 3, ASTM A-568 STANDARD SPECIFICATION FOR GENERAL REQUIREMENTS FOR STEEL. CARBON AND HIGH STRENGTH LOW-ALLOY HOT ROLLED SHEET AND COLD ROLLED SHEET, 4, ALL STEEL FRAMING SHALL BE INSTALLED BY PERSONNEL EXPERIENCED IN LIGHT GAUGE STEEL FRAMING INSTALLATION, 5, WHERE STEEL FRAMING MEMBERS ARE COMPONENTS OF ASSEMBLIES INDICATED FOR A FIRE-RESISTANCE RATING, INCLUDING THOSE REQUIRED FOR COMPLIANCE WITH GOVERNING REGULATIONS, PROVIDE MEMBERS WHICH HAVE BEEN APPROVED BY GOVERNING AUTHORITIES HAVING JURISDICTION, 6, PROTECT LIGHT GAUGE STEEL FRAMING MEMBERS FROM RUSTING AND DAMAGE, DELIVER TO PROJECT SITE IN BUNDLES, FULLY IDENTIFIED WITH NAME. BRAND, TYPE AND GRADE. STORE OFF GROUND I N A DRY VENTILATED SPACE DR PROTECT WITH SUITABLE WATERPROOF COVERINGS, 7, WITH EACH TYPE OF STEEL FRAM I NG REQU I RED, PRO V I DE MANUF ACTURER' S STANDARD STEEL RUNNERS (TRACKS), BLOCK lNG, LINTELS, CLIP ANGLES, BRACING, REINFORCEMENTS, FASTENERS, AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED, AS NEEDED TO PROVIDE A COMPLETE STEEL FRAMING SYSTEM, B, FABRICATE METAL FRAMING COMPONENTS OF STRUCTURAL QUALITY SHEET STEEL WITH A MINIMUM YIELD POINT OF 50,000 PSI FOR STUDS, AND 33, 000 PS I FOR RUNNERS; ASTM A653, 9, SCREWS SHALL BE AS RECOMMENDED BY MANUFACTURER, 10, PROVIDE GALVANIZED FINISH TO METAL FRAMING COMPONENTS COMPLYING WITH ASTM A525 WITH A G60 COATING, 11 PROVIDE MANUFACTURER'S STANDARD STRUCTURAL 'C' SHAPED STEEL STUDS OF SIZE, SHAPE, AND GAUGE INDICATED) WITH A NOMINAL 1-5/8' FLANGE AND MINIMUM 1/2' FLANGE RETURN LIP BY UNIMAST, I NC, OR PR I OR APPROVED EQUAL, 12, ALL FRAMING MEMBERS SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT ALL LIVE, DEAD) AND WIND LOADS, PLUS ANY CONCENTRATED LOADS SHOWN ON THE DRAWINGS, 13, FRAM I NG COMPONENTS MAYBE PREF ABR I CA TED I NTO PANELS PR I DR TO ERECT ION, F ABR I CA TE PANELS PLUMB, SQUARE, TRUE TO LI NE AND BRACED AGAINST RACKING WITH JOINTS WELDED, PERFORM LIFTING OF PREFABRICATED PANELS IN A MANNER TO PREVENT DAMAGE DR DISTORT ION, 14, INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S PRINTED DR WRITTEN INSTRUCTIONS AND RECOMMEND A- T IONS, UNLESS OTHERW I SE I ND I CA TED, 15, WHERE REQU I RED, TEMPORARY BRAC I NG SHALL BE PROV I DED UNT I L ERECTION IS COMPLETED, 16, RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR AXIS SHALL BE PROVIDED BY MECHANICAL LATERAL BRACING WHERE REQUIRED, 17, ATTACHMENTS OF SIMILAR COMPONENTS SHALL BE DONE BY WELDING, SCREW ATTACHMENT, DR BOL T lNG, WIRE TYl NG OF FRAM I NG COMPONENTS SHALL NOT BE PERM I TTED, 1B, WELDING OF MEMBERS LIGHTER THAN 18 GAUGE SHALL NOT BE PERMI TTED, 4~eside,t{"", ').. ('1(4 , €;'''\,S> ~ ~ 4 . ~ PROJECT NO. 03540 BPRC Submital: Date Plotted: January 10. 2005 Date Issued: January 10. 2005 Revisions: 03540 100% Construction Documents Struct. Notes S-900 XREFS: illS A_FPl o o o o o o o 0 o o o GJ ./" ./" )l )l )l )l )l )l )l )l / = == = == I )l )l )l )l )l )l )l )l )l )l )l )l )l = --- E Q Keyplan If) 0) (cD 5lf) -q8 ~ N o ~<ri u... ~ 1>- ~ 0 ~~ / .. o c t?50 (V)u 82 N +- /0 .'-; 0::: o o )l )l = = = )l )l )l )l )l )l )l )l = = DD o o )l )l )l o )l )l = = = = = = = = = = )l )l o )l )l )l )l )l & EXTENDED COVERAGE, 6T ANDAFii!D FE6PON6E, TEFLON COATED EXTENDED COVERAGE, DRY DROP I4IGW TEMP, 6T ANDARD COVERAGE UFRl6l4T CONCEALED PENDENT SIDEWALL CD LEVEL 1 ~- .. 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CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3Q-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2OO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT FROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. IlUSO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT L1MflED TO THE OVERALL FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND EUEMENTS OF THE DESIGN. ~~Q/rd @/5~~ PROJECT NO. 03540 m~~....... .-... ...... ........ ..... meoi.NllC....... .... EnGnEERInG ... 5a..UTIOf'1S, .. nc.. 5421 Beaumont Center Blvd" SuiTe 675. Tampa. A 33634 Ph. 813.885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 Mark E. Awmiller. P.E. 53973 DJ OCCUPANCY I4AZARr::>S: ORDINARY I4AZARD OCCUPANCY (GROUP I), 130 eauAFE FEET - MAXIM.JM 6PR1N<:L~ &PACING - DENSITY tZ>.lS/15tZ)(D 6GU=T. - PAFiiKING AFi!EA, RI'1F' ROOM, EJ..EYATOR EQUIPMENT, EJ..ETRICAL ROOM, EQUIFMENT ROOM, STORAGE, ~ AREA. LIGfr I-4AZAFii!D OCCUPANCY, 22& eauAFE FEET - MAXIM.IM 6PRIN<L.ER 6PACINCS - DENSITY tZ>.1/2)II&0tZ> 6QFT. - E!..EYATOR LOBeYS, RJeLIC FESTROOM6, 6TAI~LLS. ~ ACTUAL PIPE 61ZING, FCOUTING 6I-IALL eE 6Y TI4E FIFE 6PR1N<L.~ CONTRACTOR PER F.&. 6lGlS. CONTftACTOR 6I-IALL ~IDE 6I-IOP DRAWINa.6 AND 14YDRAU1..IC CAl..CUL.A TION& TO TI4E ENCSINEER AND FIFE M~ FOR FEYIEW. COOE REFERENCE, NFPA 13 - 6TANDAFii!D FOR TI4E IN6TALLATION OF 6PR1N<L.~ SY6TEMS I~ EDITION. NFPA 14 - STANDARD FOR TI4E IN6TALLATION OF 6TANDPIPE, PRIYATE I4"Y"DRANT, AND I406E 6Y6TEMS 2(/)(f)(f) EDITION. NFPA 2fl' - 6TANDARD FOR TI4E IN6TAU-ATION OF STATIONARY R.I'1P6 FOR FIFE FR:;>TECTION 1999 EDITION NFPA 24 - 6TANDARD FOR TI4E IN6TAL.LATION OF PRIVATE FIFE &ERYlCE MAIN& AND Tl4EIR APPURTENANCE6 ~ EDITION NFPA 2& - STANDARD FOR TI4E IN6FECTION, TESTINCS, AND MAINTENANCE OF WATER-6A6ED FIFE FR:;>TECTION 6Y6TEM6 1998 EDITION NFPA 23tZ> - STANDARD FOR TI4E FIFE FR:;>TECTION OF 6TORAGE 1999 EDITION A..ORIDA 6UILDING CODE 2tZ>tZ>1 EDITION WI".. 2tZ>tZ>2 . 2tZ>tZ>3 AMENOHENT6 A..OW TE6T OATA 6TATIC. 66 PSI ~6IDUAL.: 46 PSI FLOW: 116tZ> GPM eA6ED ON I4YDRAlLIC MODEJ.. PROVIDED BY: &liFE FLOW, INC. (94\) 36fl'-e662 I4YDRANT . 6Tfli!EET , MIDNIGI4T PA66 ~AD . 6EA6IDE ~AD ON: MAY. 12,2tZ>tZ>4 - tZ>1:4& PM ,. * REFER TO CIVIL PIPE .ROUTINCS I - . oP;;""",.",,:;.,--=:,_, 'II 1 ,; , ~e.sidel1~ t/I ~~ ~ ~ BPRC Submital: Date Plotted: May 18, 2005 Date Issued: JANUARY lOth,2005 '.~ --:~3540- 100% CONSTRUCTION DOCUMENTS ~ ;I , ; i I' . 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Florida 33605 Phone 813..248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231..2057 Fax 850-231-3553 ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTlON AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS Of THE DESIGN ~-:::::::::::::::::) , --i"':~-= 1--......... .......................;+- 'j :l ::::'::::::.:::::::::3 : ::v::::::::::....::i ::-:-:":"-"^^:'l ~ l i~ ~ I; I I) I ___ ~ ! ...1 I I ......J l...... r::::::::::'-_-:::.-; --+---- I -~ j C--:._::v:'::v:3 ~ r.:-:::::vv:-::--.; c:::-:::::::::::::} a XI: a , __.._00................................ .....~ ! 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(941) ~hfD-8662 I4YD~T . ST~ET : MIDNIGI4T FAeS ~OAD .. SEASIDE FO!OAD ON: MAY. 12. 2fDfD4 - fDl:45 PM UFANCY. 225 SQUAFO!E: FEET - MAXIMUM SFRINKLEFO! SFACING - DENSITY VAT~ L066YS, FU6LIC fiCESTROOMS. STAIRWELLS. CODE REFE~NCE: NFFA 13 - ST ANDARD F~ TI4 STALLATION OF SFRINKLEfiC SYSTEMS 1999 EDITION. ATION OF STANDFIPE. FRlvATE HYDRANT. AND !-lOSE NFFA 14 - STANDARD FO~ TI4E INST SYSTEMS 2(/)(Z)(f) EDITION. NFFA 2(2) - STANDARD ~ TI4E INSTALLATI 1999 EDITION STATIONARY FUMFS F~ I=I~ PROTECTION NFFA 24 - eTANDA~ FO~ TI4E INSTALLATION OF FRlv AFFURTENANCES 1995 EDITION NFFA 251 - STANDARD I=O~ TI41: INsPECTION. TESTING. AND MAIN PROTECTION SYSTEMS 1'3'38 EDITION NFFA 23(2) - ST ANDA~ I=O~ TI4E FIFO!E: PROTECTION OF STORAGE 1'3'3'3 I: * ~FER TO CIVIL PLANS FOR ACTUAL FIFE ROUTING CE OF WA TE~-6ASED I=I~ FLOFO!IDA 6UILDfNG CODE 2fDfDl EDITION WITI4 2fDfD2 .. 2fDfD3 AMENDMENTS m~~ IIIl11M.lIIMlJIIIIlIIlJIIII 11w::::::t .1=1=1 rnec-tAnICAL 1I1!!1I1J1111 enGlneeFlnG IJIIIIIJIIIII!! SCLUTIOns,lJIIIIlIIM lne. III ,~ ,,,...,,s,ide_ '\.4..~" '" ,~. t:' . (;;; ~< -tS' ~ Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 CTION DOCUMENTS , ~ ~r{ ~ \\ \\ , \ Revisions: 5421 Beaumont Center Blvd, SUITe 675. Tampa, FI33634 Ph. 813.885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 (~~,)t;~<:~'.r~oO'~"'#'_:] t'f:ILJ '; . ::;,,'"'1, "",:[t"..,,,, r,.,'r i~.;:7 (;7#'Jt1;;C~fi'''ff'~ Mark E. Awmiller. P E 53973 PROJECT NO. 03540 ~-_._...- : /~ i /, : [[::~~=TI I /:! ~ , ~ (i",)J I ~M7r0~~ 1 o/@llJlIllll; ;il ~"",:,',: t I i I I \1., \ \ \ ~-\ ~\~~\ OW--- ~\\\ \\\\\ \\\;::;~, \\\' ,\\v~- ,} \' \ \"1-/ ~ \;\\ \, // ~ \ \v ~ \~ =c:u U ---='r[' ... ~ II Ii '-'~~"'c::r' .m____~ " i [cl ~"---~:rr;::rJ ....~."} " , :r 'is!;'i LTi !i II ~ i I' ...................'4.:::;1 i i i l i j I~l i I ! ! i i i ['j .~ , I i I ! i I"! Ii (.J i ! 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P,E. 53973 ~~~<~,d {{75~~ PROJECT NO. 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A Keyplan ~esidel'}~ q; ~o.t ~ ~ --- 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2OO3THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "'ARCHITECTURAL WORK" UNDER SECTION 102 Of THE COPYRIGHT ACT. llUSO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECWRAL WORKS COPYRIGHT PROTECTION ACT Of 1990 THE PROTECTION INCLUDes BUT IS NOT LIMITED TO THE OVERALL fORM AS WB.L AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND EUEMENTS OF THE DESIGN. '-~ - - ~- ""-;-' .....-:DlL ,,:~ ...... . , , \, . ~- ~ \ MAf ~, (' . .',~:J 8& rn;VE:L ,- '7 ;--. ,I >.! BPRC Submital: :IIY ... ,- 03540 ~,_.- Date Plotted: May 18, 2005 Date Issued: JANUARY lOth,2OO5 100% CONSTRUCTION DOCUMENTS Revisions: &eL.DG DEPT COMMENT6 tD&J&m& F- 1 03 F [(""Z:.'k L. ---------. .. i'~; !! : . . . . . . . . . . . . . . . . . : d ]~~< 1..".:2 .-- ~:.." t :: .... t. :: ~ / ~- ~l .Q~~h:h. "I""'" ...."... ......~&- It It It It It It It i .......~JJ... ~ .xi o ~I , , , , , . ............................... .. ---""-""'I , 'r~-'l :"-;;::::""j i"'1 '''--01 :-:::=n ....-.J ...... i ["..."........._......".".1': I\~ ~-<.. ~o Q) ~:VEL 3-6 R~SIDENTIAL LEVELS 0' 4' 16' 32' Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A m~~ IIIIBIIIIIIIIIIIIIB II'::=- 11I11111 meOiAnlCAL 1JI1111J11l111l enGlneeFlnG IJIIl111lIJ1 SOLUTIOns, IIIIB Inc::.1lIIIl 5421 Beaumont Center Blvd.. SUITe 675, rampa, FI 33634 Ph. 813.885-9600 Fa" 813.884-0045 Certificate #8304 Project # 2003580 Mark E. Awmiller, P.E. 53973 'G, ,"',' "~s-. i d (B~... .~_...; .., 01.(.... /? '(~,.t',' ~ ~ 4;' ~ , !i"'f BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 /~?);i ~,., ,,/,//'~M- (f::iL'..".) ("""./, '/./;"'''1 ".Ul!~.r:?;#':<:?! ~"'" ',9 "r?;/ :J.r;z,"<z<:-" ^ ' ~/",., ," ,', .' " ," '",.,.,,- '.';>;#';.' ";T' " II)J 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS Of THE DESIGN. PROJECT NO. 03540 MI: r Ai. lei ,.... 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NFFA 2S - STANDARD FOR TI-IE INSFECTION, TESTING, AND MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS 1':1':18 EDITION FLORIDA BUILDING CODE 2fl'/Zl1 EDITION WITI-I 2/ZltD2 ~ 2/Zl/Zl3 AMENDMENT& 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850..231-2057 Fax 850-231-3553 ~"?)"""""'~' ,', ,/"""'-- ,,'w....,":', ",', ( ..", " ... tt./",~"", ''''", ,) ) :, /,,:' ,.~/""/,, - , " : 'f - ..,~), -:,.;.,..J ",.,:""/,,, ,,/ ~,..,,;', ,"", "";.,': ,',,' ""'"./.,..,' , '/", ,', ,','.* , ',' 4Il'#fU.4,,<~,#','?#',," r?:<-.k'iJ.<:~,?<' ~ ~ BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 SECOND FLOOR WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A m~~ IIIllIIIIlIIllIIIIlJIII!lIIllIIII 11~:::t IJIII!=I=I= meCHAniCAL IlligUlt1Jlll! enGlneeFlnG lllilllillll sa..UTlons.lJIII!llIIII 1nc.1JIII! 5421 Beaumont Center Blvd" Suite 675, Tampa, A 33634 Ph. 813.885-9600 Fa" 813.884-0045 Certificate #8304 Project # 2003580 Mark E. Awmiller, P,E, 53973 <, ';"', , "~si d tBtk,' , ' ).-"-.....,.."':<:"'~ ~' '<$\ 4:; .~ 100% CONSTRUCTION DOCUMENTS Keyplon F-40 1 ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 mE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 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Keyplan SECOND FLOOR m~~ ....E.. 11~:::t EIIIII mECHAniCAL RERR enGlneeFlnG R.. SOLUTIOns. E. lnc:.lIIIIi 5421 Beaumont Center Blvd" SUite 675, Tampa, R 33634 Ph. 813.885-9600 Fe" 813.884-0045 Certificate #8304 Project # 2003580 Mark E. Awmiller. P.E, 53973 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 4(;'] €s, i d ~~ ,...... ..._ ~4:(> (;; ~S) ..r:; ~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 (..?)"......"~'" ,/.".,o.~.- ,h.."'"',.,...~''''''.''' ..; ',/ ,./ " , 'fC"^! ."..",'; , ".,.,<' //:;.,,~#;~z:~lf';.~>""f""'..-1 ~..".,"',.,.~ ":...."'tt#'''','"",:r'2#"".) , ~,"'#/" .;e,('..., ,'Ii,'.''''...,'?> >.""",,. ."'<fi.,~"".;'-;j#- ^""",. ~ 2003 rHESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: F-402 03540 ~ ~ \\.. , \,,\\J ~ ~ \~~, ~ ~~\\\~VJ \. 100% CONSTRUCTION DOCUMENTS g METAL It: 1'- DEoCRIFTION )( CONCEALED PENDENT WHITE 14l'Z> RESIDENTIAL, EXTENDED COVERAGE ~ SIDEWALL WHITE ISS RESIDENTIAL, EXTENDED COVERAGE II i '==~L'_~=~ I 'II ~ u ~--i r;>~r:=::Fj- -LJ .............~...............L"'''''''''''ll' '~<'r Y,\ 1 1"""[' ~~="''''=~J~'.......... L1~LC~....~.... r==J[ ~ 1......=.................................. ......,.......................,':,. .",,,,....,,,.,,,..,,,................. )( l~il""". "'1 '..~........................... ,~ . n I I 11-------- ~Vil(~~~ '. )(~</' \/. 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NFFA 2S - STANDARD FOR THE: INsPECTION, T!:STING, AND MAINTENANCE OF WATER-eASED FIRE PROTECTION SYSTEMS I~~e EDITION FLORIDA 6LIILDING CODE 2lZllZl1 EDITION WITH 2""2 . 2l'Z>lZl~ AMENDMENT5 A A A A A WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A m~~ 11I11I11I11I11I11I11I III:=>> 11I11111 mecHAnlC:AL IUIIIJI. enGlneeFlnG IJIIIIIJI SCLUTIOns, 11I11I Inc:. . 5421 Beaumont Center Blvd,. Su,te 675. rampa, R 33634 Ph. 813,886-9600 Fax 813.884-0046 Certificate #8304 Project # 2003580 Mark E. Awmiller. P.E 53973 '-, ,,~Bi cl oi<;)<h, , \.~~'~., '0<;.. o{<:..~ 4t" <$} 4; .~ ~ "'" 1 00% CONSTRUCTION DOCUMENTS 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3Q-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 (v:,,:-)/~f:'~'~'v':~ "'.~ ">> .~' " "," a::;;;?~:,; ,',", ,". ',' ,.f ^~-"'l:. ,#'l-e:U?" <:'$ .;?-, --e~ IlL",::;#' C'$1'))i!f;'t:~'P'(' ~~~ BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 Keyplan THIRD FLOOR i1'> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17U50 AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, F-403 PROJECT NO. 03540 l........!~:.~..:::..:..~=tt...~. :. ,/::;'<\ ('0 '"1 ~i \~ I C._.~l..] ................:......................J..................................... , , , , ! ! , , ~.................................. ......., :. 0 MET AL- I t:1lt"'" DEoCRIPTION :. CONCEALED PENDENT WHITE 140 ~SIDENTIAL, EXTENDED COVERAGE ~ SIDEWALL WHITE 1&& RESIDENTIAL, EXTENDED covERAGE ,J1"flt ~ 1"',1",1 JAN! 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L;;n,fUZ.~<~;pr~ ~..,..,:7 C?;~;#'ij#':~,?;6' ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMB.ER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 03540 100% CONSTRUCTION DOCUMENTS F-404 I;;;;> MJ:T ~ 1l:1-lr DE:eCRIt"' IIC,;N )( CONCEALED PENDENT WHITE 14lZl RE5IDENTIAL, EXTENDED COVERAGd: ~ 51DEWALL WHITE lS& RE5IDENTIAL, EXTENDED COVERAGd: i\!\ ii J ( i i\~,"j$1 I /\\: "="'==" i,ll i. ~::::::/ i, 8L,..""",.... , " i I""", ,,' ~."..."m_ ......f~l...."..." 1'\'----11 " ... "[nTh / i '\ JI Ii / I: )( "',.}~ III!I ~/'.'" '. : I "d i~ \% ~I '. , '/"~",-...JI; L~/ '..., , . i i /l, l=ll-:--j : )( II//r'/......~' II'; \JI II, :jl ~il/Zmli I. ~ / ,~ ." .. . j I: i i : I I //'~/ ".~ l! 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Awmiller, P,E 53973 ~,; 1Jl,,!si d t;~'Q , '}-, ',' " ' " "(:"~ /Zt"S' 4:: ti,;>' ,~' )10< ~ . ~ 100% CONSTRUCTION DOCUMENTS Keyplan A A A A A B H 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3()"A, Suite 1 08 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 F-405 SECOND FLOOR ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHl PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO AS AMENDED DECEMBER. 1990 AHO KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 lHE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION Of SPACES AHD ELEMENTS OF THE" DESIGN. PROJECT NO. 03540 01 'It:. T AL. 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NFFA 2S - 8TANDAFCD FOR THE INSPECTION, TE8TING!, AND MAINTENANCE OF WATER-6A8ED FIRE PROTECTION 8Y8TEM8 1"3"3& EDITION FLORIDA 6UILDINGI CODE 2fZlfZll EDITION WITI4 2~2 ,f 2fZlfZl3 AMENDMENTS A A A A A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 "",-..".,..:"",.-.., /...-:;" ,,1,../ iIiI,',(j,'..,.,..",.",",(."',',...,..,;,'-:)::;~.,.,,?"....,.. _,'"'.,:~,',.,.,/.#.,.,'.JfJ',,....',.,.<""",z ',',. ,""",,',','* " /..I:t#:~'6l')l#;Z<i?'~'('::,> ' ;;;1" ~~''''''''''Jt '<".". , ~ .~ .~~ BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A m~"" llillillillimllim II'::=- ml=I=: meo-tAnlCAL lIIlU1IIiI1JI1JIIIl enGlneeFlnG IJIIJ111lIll SOLUTIOns, mm 1nc.1JIIIl 5421 Beaumont Center Blvd.. Su'te 675, Tamp., FI33634 Ph. 813.885-9600 Fax 813.884-0045 Certificate #8304 Project 1/ 2003580 Mark E. Awmillar, P,E. 53973 ~;; .i<~Ssid€~~ .<<OW- ....." ~, ~'<;... , (':~ tV \$} ..t; ~ 100% CONSTRUCTION DOCUMENTS Keyplan \ F-406 SECOND FLOOR ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK"' UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KHOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 ] D .......1 c "It:. IAL- I t:.r1t"' DE6C~IPTION :-: CONCEALED PENDENT WHITE 14tZ> ~5IDENTIAL, EXTENDED COVERAGE ~ 51DEWALL WHITE lSS ~5IDENTIAL, EXTENDED COVE~E _..._._.~_____^..^^"^______...._.^^.^^_~__"'^"AA.____h'__'__"___.....AA__~~_ _....__~~__....__~___... 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" " ' ' re"')" ~":l, ,', "{~", ",~,/""" ,', '," '..~,",'..-t _: . J, ,/ /' /. ' . ('"/": ,',',' . (/ ,,' 1/~4!":#j,..1#4,.r;~.;r<:1 ;f!~ <7;'" 4r:'.'",<;,'<1- . ,~'liI" ~'" ;e.,( ",".,...."" ,f>"",.,,',' ," ", ,,');1 ..'. #'" " ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: F-407 03540 100% CONSTRUCTION DOCUMENTS / , \~ ~~ --l................F---- Ir~L--h ~ i I' ! L ! Iii ~ ! t 1 1 H ~ n t :: 1)1 ! I! , , 111\ ~ t i It" ~_l!.~_ ;"''f'" "" MJ:T AI ION )( CONCEALED PENDENT WI-IITE 140 ~SIDENTIAL, EXTENDED COVERAGE ~ SIDEWALL. 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CHANCEY & ASSOCIATES ARCHITECTS P A m....... 118111181111I118. II-=:::t 11I11111 mel:HAnll:A..IIIIl111lIJlllIlllIlll EnGineERInG 1II1l111l1l SOLUTlOns.lI8. 1nc.1II 5421 Beaumont Center Blvd, SUIte 675, Tampa, FI 33634 Ph. 813.886-9600 Fax 813.884..0046 Certificate #8304 Project # 2003580 Mark E. Awmill.r, P.E. 53973 PROJECT NO. 03540 ...~ , ~- . 0' l' .(",""J esid e,"'> '., ~""^ "(~, ". , ~,~ tI "''-~ 4;' ~' ~ 1(, ',:;~J"''':., %\. ~ ~,,;;;1' )(C()U OCCUPANCY HAZAFii:D&: l-Ic::MT I-IAZAFii:D OCCUPANCY, 22& SQUA~ FEET - MAXIMUM S~INKLER SPACINGs - DENSITY 0.10/1&00 SG1FT. - UNIT F CODE Fii:EFEFii:ENCE: NFFA 13 - &TANDARD FO~ TI-IE INeTALLATION OF ~INKLE~ eyeTEMS 1999 EDITIoN. NFPA 14 - STANDAFii:D FOR TI-IE INSTALLATION OF STANDPIPE, ~lvATE I-IYDAANT, AND I-IOSE SYSTEMS 2~~0 EDITION. NFFA 2& - STANDAFii:D FOR TI-IE INSPECTIoN, TESTINc:s, AND MAINTENANCE OF UJATEFii:-BASED FIFii:E PROTECTIoN SYSTEMS 1998 EDITION FLOFii:IDA 6LIILDINc:s CODE 200\ EDITION WITI-I 2002 of 2003 AMENDMENTS A A A A A Keyplan THIRD-SIXTH FLOOR r-- I n.....J-... r~J j~ ~ )( )( )( )( h&J~\ ~ i ~,j t_............~=......__...... )(m -J\ 7\ '~ \ ,.~ 4' 8' , ~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 .'.?)'........' %", /..'.-"" (f"..'.....' ":.' "."', ",","", ",',', "," ,,", '/', "v,',..,'",,' '"",.,""'", 1. .,.... -<< . "-/" - - -tt.-~.- J (../, //~"'~#:1~/;t[~""~""..~ .,.,"'~~~,."',( /"';',"','",.", f,"-Z,'.",,) ^' . ~,,,.-,,;. .,7#"" .,~''''-. .,,7>,.,...., ..'."",'#':#O:.'<:,-:Jjr"'" C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JAN UARY lOth, 2005 Revisions: F-408 03540 100% CONSTRUCTION DOCUMENTS ,,~~ - .~.- ' -~'c==""=='=c=c=f'=--lt=,.,'",',<,=J_~j==:E:ccc'=ccc=:c:ccc~-(:~'~~f?~:~'.=i;~! I "-:' ""/ """" ",'," \ "-"',>_,~_""-<,,,,-/:/ \ /" "',,',> /' \..mm..m.~.~~.~~~~;;';~=::__:;~:'~:::~'.' \ f"'/'" ." , ,".... '\ // // ~c=cc:====jE~=b~ -;(:( r--,.. T" " ~ i " " " " !f ~ i " !j " " " " !l !j <, II " !i II 'I ii --r;., i .L.L. .~:::::::::::) "'. 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NFPA 25 - STANDA~ F~ THE INSPECTION, rESTING, AND MAINTENANCE OF WATE~-6ASED FI~ ~TECTION SY5TEMS 1998 EDITION FLO~IDA BUILDING CODE 2lZllZl1 EDITION WITH 212>12>2 .. 212>12>:?I AMENDMENTS Keyplon <02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A A A A A A B H 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 THIRD-SIXTH FLOOR C..:j)li;:;~(;tez~:(;~ ~({Y~;;~;e:~CP:"(!;f m~~ 1JI1I1JI1I1Il1JI1ll 11'1::::' -111== meCHAnlCALlIIllIIIUlIIlIll1IIIi enGineeRInG 11I011I SOLUTIOns, 1JI1I nc.1JI 5421 Beaumont Center Blvd., Suite 675. Tampa, F! 33634 Ph. 813.885-9600 Fax 81 3.884-0045 Certificate #8304 Pl'"oject # 2003580 Mark E. Awmillor. 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NFPA 14 - STANDARD FOR TI-IE INSTALLATION OF STANDFIPE. PRIvATE I-IYDRANT, AND I-IOSE SYSTEMS 212>12>12> EDITION. NFPA 2S - STANDARD FOR TI-IE IN5FECTION, TESTING, AND MAINTENANCE OF WATER-eASED FIRE PROTECTION SYSTEMS 1998 EDITION FLORIDA 6UILDING CODE 212>12>1 EDITION WITI-I 212>02 .. 212>12>,3 AMENDMENTS ! :":':":":":':":':":':':':':':':':':':':'1 1...........1 ........................... } I 1'-1 /'/ '('\"''''-'''<.-..'.'.,~~'\,JJ ",,)<, : f l /?,',~}, \~ . )J "~;-K...f' )( J~. , -I I. . "'".,.-.....,..-.. I I ~ III ==~=-..::::::=::::::====::::::::::=:::=:===:::::::::::::::=::::::::::::=:~-::::::> r - m...... ..-._.__........_.....-...--..L--..-__;..jil..~.~.::.~::.:-:.~~:I_. I ......................................................m...........m.......mmmm..m.............................................I......... ........ ............ .......... ..........LE................. ......11... ..._.........1................... I I I )( Keyplan A A A A A SECOND FLOOR WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 1 DB Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 /Q 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COP~RIGHT ACT. 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. c:~A~;;':~(/tez,~y;?! ~~~?~;l$K~(;<1 BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th. 2005 Revisions: F-4 1 1 03540 <,', "!ii", ' ""'16< i <:I t::;~l"" ',., ).<....."'" 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CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 SECOND FLOOR .: . . . , , '"_____""_____________________________...MM_...^^._^^.^^^^_~_______________.......1 i I , , , , . ! , , , , I ] I] . . . ~".,. -/" ~; \/ ''''''''',,,, \,! , , ",J'........:_ ,(, .; r : r'" ::d~ I~~ Ir,.-..TIfPi8"...T..............................."'~ ----:l:~-=t=~ - -'- .,,~ ----- , . . I '. 7 ~ Q) ENLARGED FLOOR PLAN - CLUB ROOM /_...~/;;.,,~',.",^/,/."M_ ~ C.//:/ ,,/, ]" >/ ,. ' " ^ , F--rlt<UF-ts7ifCt:;. ~- . 0' l' 4' m"'~ 11I.11I11I011I. 111::::t .1=1=: mecHAniCAL IUIIIIlIII. enGlneeFlnG ..11I SOLUTIOns. .. lne. III 5421 Beaumont Center Blvd.. SUite 675. Tampa. R 33634 Ph. 813.886-9600 Fe" 813.884-0046 Certificate #8304 Project # 2003580 Mark E. Awmillar. 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' "(:"~S} ,4:( ~ BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: ~ ". / "" \ ,~\jVl \ \ PROJECT NO. 03540 03540 XREFS: 3580-ffiB E 0. o .:0 Q)@ ~I.() -q8 ~N o I.() , ,<X) LL. ~ 1>- 20 ~~ /.. oc ~o (Y)-u 00) o_ N - /0 ..:.;a:: 1 HOSE CONNECTION DETAIL NTB -T" CONNECTION WIT'" (2) 2 112" I-406E VALVE6 FOR FIFi!E DEPARTMENT ROOF LEVEL t:lQIE!, FIELD COO\ll!DINATE EXACT LOCAnON WITH LOCAL FI~ DEPARTMENT AND ~ITECT. CEILING &T&TEM RIseR ____ R..OOR -J -J I <i ~ ~ ~ Q . If\ l~ ----&Y&TEM Rl6ER 2-1/2- ~ COfooNEcnON FOR FI~ DEPARTMENT @ HOSE CONNECTION DETAIL NTB ELECTRIC - WATER~- n 7' POUER BY PIV. 16 '7 CONTROL WIRING BY'"' L---- FA CON'1"RACTOR CJ ~ EXTERIOR WALL__ A ~ II ___.......-- I. OECK VALVE FI~ PEPARTNENTr~ COfooNECTION . BALL DRIP ---- - 11II Il~ 1 , :. ... eF'LA6I-I eL.OCK - .-- -- I@ SYSTEM RISER NTB ~ I,; - TO 6fDRINIC:LER &Y&TEM TO FI~ ~ &Y&TEM WATER R..OW INDICATOR lb.. 1""" _..II l-- I. ~WATER GAUGE (2 ~Q'P) R: ~.. l1ET PIPE ~ VALVE - .--. COfooNECTION MAIN DRAIN vALVE I~~ -... 01 I 11.- ... '- -MAIN DRAIN (2- MINJ / AfllDROYEP I'oFPA-13 / _ 6UPERVl6EP VALVE ::t:T~8UHTO< TO FlfilE ~ &Y&TEM I" ;--- RIseR I_I (~- -- 1!!!IiII I II!!I R..OOR &LAe ~ -- - RI6ER ~ MAIN WATER 6UPF'L. Y Keyplan JDAOVIDE &TEEL PIPE 6L.EEVE. FILL. WITH FIRE&TOP AND 6EAL UJTH WIGW TEMP. 3M 6EALANT. FIlla! PROTECTION OE&IGN CRITERIA ORDINARY ~ OCCUPANCY (GAOUfD I), ~ ~ FEET 1'D.15 OENI6ITY/15tDtD &QFT. - MAXIM.t1 6PRN<LER &PACING. REFER TO PRAUJING& FOR LOCATION LIGWT WAZARP OCCUPANCY, 22& 6GlIJARE FEET 1'D.JtD PENI&ITYI5tDlD &QFT. - HAXIt1.t16PRN<LER &PACING. REFER TO PRAUJINCi& FOR LOCATION. PIPING &IZE. WYDRAULIC CALCULATION HETI-IOP I'oFPA 13 (1999 EDITION). GENERAL. NOTE&. <FIlla! ~) 6PRN<LER &Y&TEM 1& TO BE A UET PIPE &Y&TEM ll-IFiU-OUT. ~TE ALL &PfltN<L.ER fDIPING TJ<:a.rr TO &TIIl!1JCT\.IfilE AND TIGWT TO eoTTOH OF &T AIR TFi!EAP&. THE &PACING OF 6PRfl\ICU:R&: THE &PACING AND &IZE& OF PlPE& &l-fALL ~ TO THE ~QJlfilEMENT& OF I'oFPA PAMPWI-ET NO. 13. 6PRN<LE~ 6I-IAU. BE IN6TALLED BY PEJlIe8OI+EL UI-k) HAVE ENGINEERING FACILITIE& AND EXPERIENCE IN eucw llJOIiiK AND UI-k) ARE ~ U AIll!L Y El"F'LOYEP TO PO 8tJCI.f l.UOFi!K IN LOCATING &PRIM<LER& AND PIPING, CON'TRACTOR 6I-IAU. COO\ll!DINATE THE &PRIM<LER LAYOUT WITH THE LIGWTING AND AIR CONDITIONING LAYOUT. ALL MATERIAL &WALL BE OF APPROVEO QUALITY AND THE llJOIiiK 6I-IAU. BE PONE IN A ~ AND ~IKE HANER THE ~ MATERlAL& AND TE&T &l-fALL BE IN ACCORDANCE WITH THE CUFiali!ENT filEQJIREHENT& OF I'oFPA PAHf'HLET NO. 13 AND 14, LATE&T EPITION. CEILING ..- ANGLE WITH GAL v. &TEE1. IN6ECT ~ EXWAU&T &ILENCER filE&IPENTIAL GRAPE MOtNT A6 WIGW A6 P066leLE (1&-2&deA) /8UPFOR"r ~ ABOVE. JDAOVIDE ~ ~ AT COfooNECTION TO EXWAU&T PIPE. PIPE RILL &IZE OF GENERATOR EXWAU&T OUTLET. PIPE 6I-IAU. BE &cf.f 4tD BLACK &TEEL. IN6ULATE EXWAU6T PIPE AND &ILENCER WITH 2- THICK ~ WIltAP EQUAL TO IN6UL TECW -LF-. BRANCH LINE /&fDRIN<LER WEAP WALL &PACE BRANCH LINE R..EXleLE COfooNECTORI EXPAN&ION JOINT PIPING. &fI'RIM<:LER PIPING &WALL BE 60-E0ULE 4tD BLACK &TEEL PIPE AND F1TTING& ~ING TO A6TH A-I2I'D-H. MINIM.t1&IZE 1& ONE (1-) INCW. &cf.lEPULE ItD MAY BE U6EO FOR 2 1/2- AND LAfllGER PO NOT THREAP THNUAL.L PIPE. PIPE 6UF'FORT&: WANGER&, CL.AJ'1FI&, ~ AND OTHER ACCE6&ORIE& OF AN APPROVEP TYPE AND IN 8l.FFICIENT lU1eER TO F'FeOPERL Y 6lF'FORT ALL PIPING &l-fALL BE FlJRoolI6J.IEP AND IN6TAI..LEO. PIPING &WALL BE ~EP BY ~ ~ U-TYPE APPROVEO APJU&TAeLE WANGER6. &FRNC:LER& &l-fALL BE 1/2- ORIFICE TYPE OF ORDINARY PE6IEE RATING EXCEPT WHERE EXCE6&lVE TEMPERAT\JRE& ARE ANTICIPATEP. IN TWE6E LOCATI0N6 WJGI.I TEMPERAT\.IfilE &FRNC:LER& 6I-IAU. BE IN6T ALLEP IN ACCORDANCE WITH I'oFPA NO. 13. ~PE GlJICK RE&PON&E &fDRN(LE~ IN LIGWT ~ AREA6. REFER TO ~ITEC1'URAL. POCU'1ENT& FOR LOCAn0N6 OF ALL 6HOI<E AND/OR FlfilE WALL& ~ICW FI~ PROTECTION PIPING PENETRATE& AND PENETRATION PETAIL& &WOWING THE MAINTAINING OF THE INTEGRITY OF THE &HOKE,1=1~ &AFE IN AN AfllDROYEP HANER UJ..EN PENETRATING WALL& AND R..~. 6EE PETAIL6. ALL FI~ PROTECTION llJOIiiK &l-fALL HEET ALL TWE ~GlJIREHENT& OF THE "FLORIPA 2tDlr)1 BUILDING COPE- AND 2(l)(l)2 filEVI&I0N6. MAX. PI&TANCE ~ WALL &l-fALL BE 2-V4-. PIE6EL FlI'1f'D a a 2 DIESEL RRE PUMP EXHAUST DETAL NTB 3 HORIZONTAL SIDEWALL SPRINKLER HEAD DETAL NTB 61-1UT-OFF vALVE /' uv TAMPER euJlTCW MACHINE ROOM WJGI.I TEMP WEAP I- IN&PECTOR TE&T PIPING, 6EE F'L.AN FOR CONTINJATION BRANCH LINE EXTERIOR WALL WEAT &EN6lTIVE ~-AWAY COVER ~DE &IGWT GLA&& CAR TOP R..OOR 1- GLoeE VALVE NOT ~ OYER " ABOVE R..OOR ............... I- NIPPLE ~PllCER WOI&TWAY eA6E eAeKET 6I-IUT -OFF VALVE uv TAMPER ewlTCW 6FRNC:LER I-IEAP CEILING r eF'LA6I-I eL.OCK R..OOR &IPEWAU. 6FRNC:LER WEAP BOTTOM R..OOR ELevATOR PIT 5 ELEVATOR SHAFT SPRINKLERS NTB 6 INSPECTORS TEST AND DRAIN DETAIL N18 7 CONCEALED PENDENT SPRINKLER HEAD DET AL N18 - INDICATING TYPE R..OOR CONTAOL. VALVE UJTH 6LlF'ERVI&ORr ewlTCW :"~~'~'~a'D:~7:::~ :?:'~ '" . .. .... -. -., -:.:."........ . (.;.~..;~. :" ". :'~~~!:.:l t.. .. I :.. ...-f .._ ".00,;. .. .. .' .. ". .. .. -,.. :; .:. =:--:.. .:.~.: .:- ".~." .. . . TO 6PRIN<LER& WATER R..OW ewlTCW ~ GAUGE ~~~~~~....:. &nJP WALL &PACEt> MAX. 24- ....: ; . IN. OC GYP6lI1 BOARD 1/2- .' . . OR !l1&- IN. THICK ". ..... .,.,.-. r- .. ..... .-... .- ..-." CAIJL.I(, HIN. x.- THICl<NE66 OF FILL MATERIAL ~ WITH TOP euFlFACE OF R..OOR OR WITH BOTH euFlFACE& OF WALL. EGIJAL TO 3M CP-2!1U.Je. !O ,. .'. -1 ~ ~~~ "~LOE~ ~ IN6FECToR& TE&T VALVE ---.... - ~ ~ /r99 ~ \. &ITE GLA&& ~ II .i.i.';" rPa III ..... ~ ... . . , c NOHNAL a' P'A OR ~ &MALLER &cf.f ItD (OR \ J WEAVIERJ &TEEL PIPE, 6EJlMCE UEIGWT (OR WEAVlER> CA6T IRON PIPE, CLAe& 5tD (OR WEAVlERJ DUCTILE PflilE6&l.R PIPE NOMINAL ,,- OIA OR 6HAL.LER TYPE -1.- (OR WEAVIER> COPF'ER T\JBING. ..- .... 4. " ;-?~r,-i <1. "~:.;,... . ~:;;;- I.-o:v.: .;0. ,d' '4q ,d "'!It> ...~. . ,d <1 > '<1.4 ,d' - . \.' 4 . <1' . ~ ~ NOMINAL e- PIA OR 6HAL.LER &TEE1. &cH 1fD (OR HEAVlERJ, CA6T OR DUCTILE IJIItON PIPE. NOMINAL 4- PIA OR &HAU..ER cot=flER PIPE OR TUBING) v LA AUXI1.IAR'1' DRAlNj vALve I PAC:KINCla MATERIAL MIN. 3-1/2- OR &- IN. THIC1<NE66 OF HIN. 4.I'D OR ".I'D t=CF MINERAL WOOL. BATT IN6ULATION FI~ Y PACKEt> INTO oPENING A6 A PERMANENT FOFi'1. PAC:KINCla MATERIAL TO BE ~CE66EO ~ TOP OF R..OOR OR BOTH &lDE& OF WALL FOR filEQJIREO THICKNE66 OF FILL MATERIAL. COI'1fDLIE& WITH UL &Y&TEM IIU1eER C-AJ-1tD64 F RATING - 2,3 .. 4 WIlt T RATING - I'D WIlt REFER TO UL PI~CTORY' LI&TING FOR RIR1'J.IER IJIFOfe1A TION. COI'1fDLIE& WITH UL &Y&TEM lU1eER W-L-!tDtD1 F RATING - I, 2, 3 . 4 WIlt T RATING - I'D, I, 2, 3, .. 4 WR REFER TO UL PlfilECTORY LI&TING FOR FURn-lER IJIFOfe1ATION. .' ,.. I '\11 II &Y&TEM Rl6ER TO PRAIN I.NION WITH ~ION filE&I&TANT ORIFICE GIVING R..OW EQJIVALENT TO TI-IE &HAU..E&T 6PR11'<<LER ORIFICE IN THE &Y&TEM @ RRE SPRINKLER ZONE VALVE PIPING DETAIL NTB @) METAL PIPE THAU RATED WALL DETAIL NTB @ METAL PIPE lHRU RATED WALL DETAL NTB WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 4.eside.l} ~ .("; (tI ~~ ~ ~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1 785 5365 E Cty Hwy 3D-A Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 m~~....... .-... ...... ......, ..... mecHAnlCA...... EnGnEEFIInG ... 5a..UTICJf1S. .. In::. . 5421 Beaumont Center Blvd" Suite 675, Tampa, FI 33634 Ph, 813.885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 6~~,d ~1<<;?~ Marl< E. Awmillar. P.E. 53973 <<:>2003 THESE PLANS ARE CQPYRIGHlID AND ARE SU8JfCT TO COPYRIGHT PROTECTION AS ^ND "ARCf1fTECTURAl WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDro DECEMBER. 1990 AND KNOWN AS ^RCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF '990 THE PROTECTION If\lCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS Of T1HE DESIGN, PROJECT NO. 03540 -- / V' '" ~ ~ ? ~ > ~ I l ( ? ? ( ( ~ ~ ~ > ( - V V' V - V V' 'V .......,- -....,,--V---V---V-V-V-V-V v-v-v- ~ I""C c~- " f~) " . ,.. III . I . TO FI~ Rl6ER AND &TANDPlPE& "'" r LEVEL. 2 /It). I mj-- ----~~ / / TANe: MOI.NTEO AIR ~ GENERAL AIR PI"lODUCT6 HODEL · L T62tD1tDlDA. I WJD. LUeRlCATEO COHPIIlIEeeoR 11&123tlN/6tD1-1Z11P1-f ~ EQJIVALENT. l~ ~'II" . "'" j ~ ....-- DRY VALVE WlTJ.I eA6IC , TRIM, AUTOMATIC AIR MAINTENANCE DEVICE COMPIli!EeeoR CONTIIillOL 'T"l'PE, ANO ACCELERATOR ~-~~ = ~rI~ ... 1lI~; i :1../ . J-~WAFER 1!!5UTTEF/A.. Y VA. UV TAMPER ew. . LEvEL 1 I@ SYSTEM RISER FOR PARKING GARAGE NTB -^- -^- -^- -^- -^- -^-- -^-- ^ ^ ^ ^ ^ ;,,:-- it; Q'I;) tlffi.- \ ,ll I t ~ ^ ^ -^-- -^-- - - - - - - - - - II Ls:1llJTl\,;O I " '1:!:' 7" .,,,........ ,..,.,.. --- ,i ;~< I' 1 ; II \ M!W 2 5 2005 ."" BPRC Submital: : Date Plotted: May 18, 200.1:(;''''' OF .j Date Issued: JANUARY 10th, 2005 ~~,'~~:-. ~ 03540 ( (i 1, \ t.., i : ("IV ~ I,' 1 \J~!' ~ I/o&) .- 01 I < < < < < < < < < < < < < < <& 100% CONSTRUCTION DOCUMENTS Fire Protection Notes & Details Revisions: &SLDG DEPT COMMENT6 (1)S.18JZ>& F-50 1 XREFS: 358D- TTLB \I) I N ~ "Y" CONNECTION WITI4 (2) 2 1/2" 140SE YAL. vES F~ FI~ DEPA~TMENT +1 j-'--'\ n..ww.._L_._._w._w............mm..~~..___............. TOP OF ST AIRUELL -- _M. ----TI""'" .. " ---SYSTEM ~ FIEL.D COORDINATE EXACT L.OCATION WITI4 DUNEDIN FI~ DEPARTMENT AND ARCI4ITECT. '~ \'\" \~ '<: \~, ~" CD HOSE CONNECTION DETAIL NTS CEILING SY5TEM RISER _______ FL.O~ ........--2-1/2" 140SE CONNECTION / FOR FI~ DEPARTMENT @ HOSE CONNECTION DETAIL NTS 6ALL. DRIP EL.ECTRIC WATER ALA~ POJ.ER 6Y DIY. 16 CONTROL. WIRING 6Y FA CON~CTOR EXTE~IO~ WAL.L._ CI-JECK YALvE FIRE DEPARTMENT CONNECTION SPLA5l-I 6LOCK 8 SYSTEM RISER NTS E o ~ 0- O>@) ~Ll) -qg ON l1( " LL ~ I~ Oc COo ~-, /.. OC ffiO ("')-0 Om O+- N +- /0 ":";0:: TO SPRINKLER SYSTEM TO FI~ AL.Afii!M 5Y5TEM WATER FL.OW INDICATOR WATER GAUGE (2 REQ'D) MAIN DRAIN YALvE MAIN DRAIN (2" MINJ / APPROveD NFPA-13 I . SUPERVISED YAL.vE T AMFER 5WITCI-J TO FI~ ALAIO:M SYSTEM FLOOR SLA6 RI&ER FROM MAIN WA TE~ euPF'l.. Y Keyplan (::~A;;;:~~t-c~7f.r:~ ({;ii.~;<2Je~?t;0 PROYIDE STEEL. PIPE SLEEve. FILL. WITI-J FlRE5TOP AND SEAL WITI4 I4IGI-J TEMP. ISf i 3M SEALANT. EXI4AU6T SILENCER Ii i RE51DENTIAL GRADE ii i MOUNT A6 141Gl4 AS F058I6L.E ; 'm.__..............._ .........mmm__.............__.. (I8-2!:1d6A) L""";;i'iiii";;;;';;';;'''"';;';;"''','''' 'l""'"'"';;';;';;'"'''';;';;'';;'("''''''=;;''';;''''''''' '"";;'(""'" SUPPORT ~ A60YE. i, i i ~ PROYIDE TI4EIO:MAL eREAK AT , I i / CONNECTION TO EXI-JAUST PIPE. ~PIPE FULL SIZE OF GENERATOR EXI-JAUST OUTLET. PIPE 5l-IALL. 6E 6C14 44!l 6LACK 5TEEL. CEIL.ING WALL SPACE 6RANC14 LINE 4S. ANGLE WITI4 GAL Y. STEEL INSECT 5CREEN INSULATE EXI4AU5T PIFE AND SILENCER WITI4 2" TI4ICK TI-JEIO:MAL. WRAP EQUAL TO INeLJL. TEC14 "LF". 6RANC14 LINE /"' SPRINKLER I4EAD MAX. DISTANCE FROM WALL. SI-JALL 6E 2-114". DIESEL F\JMF D D L.~::::::::::::::.~.=.=.......... @ DIESEL FIRE PUMP EXHAUST DETAIL NTS @ HORIZONTAL SIDEWALL SPRINKLER HEAD DETAIL NTS '\ 61-1UT-OFF YAL vE J WI T AMFER SWITCI4 MACI4INE ROOM I4IGI4 TEMP I-JEAD 1" INSPECTOR TEST PIPING,5EE F'l..AoN FOR CONTINUATION ,~ "~'\o. \~;\\. 'tlJ EXTERIOR WALL. PROVIDE SIGl4T GLASS CAR TOP FLOOR I" GL06E YAL.vE NOT ~ OYE~ l' A60vE FL.OOR ~ HOI5TWAY ,. '~~ ";;'\i& "~ \.~~. ~'4-'C\\" ~h ....;:,:... ."~'~~~"~ ".;,.,,'). "l~ 60TTOM F~~ "'',.'>.. "~ ,?:~ ' '\\>" ~'~t.~ ~~" "'11;;.);, FL.OOR .._....~.._.L 5F1..A5l-I 6L.OCK ~-.l , 61-1UT -OFF YAL. vE WI T AMA:R 5WITCI-J 5LEEvE ~TFROOF NIPPLE 6IDEWALL. 5PRINKLER I4EAD ELEYAT~ PIT @ ELEVATOR SHAFT SPRINKLERS NTS INSPECTORS TEST AND DRAIN DETAIL NT8 INDICATING TYPE FL.OOR CONTROL. YAL.vE WITI-J SUFERYIDORY 6WITCI4 ~'~~ i\1h '''''''-;." ..,~. .,;;-..,., '<1\~:;'~~, CAUL.K MIN. 1/2 IN. T141C1ilNE5S OF FILL MATERIAL FL.U6l-i'1I)f.t!:l TOP 5UFi!FACE OF FLOOR O~"h WITI4 60T14 euFi!FACE6 OF WALL.. EQUAL TO ~MCO FY~-61L. 6J.... MIN. 4-1/2 IN. TI4ICK REINFORCED LIGl4TWE: IGl4T ~ NOI'iNAL u.e IGl4T (11t)1t)-IStZl IOcr) C}:::7_ 4 .1.'\ ., 1<:'. ^ " "~, --""'" ",,, '1j'1;~~ .." "'It"",., '''t;:t",~..., '~..", "<It..., i-..\.~, ....4......... u.......~....-,..........w.i ~"'~ '41.J '1, ~r- . j ,; ., " ~ NOMINAL. 8" DIA OR 5MAL.LEFi! STEEL 5CI-J lit) (OR I4EAYIER). CA6T OR DUCTIL.E IRON PIFE. NOMINAL. 4" DIA OR 5MALLER COPPER PIPE OR TU6ING) AUXILIARY DRAIN YAL vE PACKING MATE~IAL. MIN. 3-1/2" ~ S" IN. TI4ICKNE6S OF MIN. 4'/z) OR 6'/z) FCF MINERAL WOOL. 6ATi INeuL.ATION FI~L. Y PACKED INTO OPENING AS A FEIO:MANENT FOfii!M. PACKING MA TEFi!IAL TO 6E RECESSED FROM TOP OF FL.OOR OR 6OTI4 61DES OF WALL. F~ ~QUIRED TI4ICt<NE55 OF FIL.L. MATERIAL.. COMFLIE6 WITI4 UL. 6Y6TEM NUM6ER C-AJ-112>64 F RATING - 2. :; _ 4 I4R T RATING - 12> I4R REFER TO UL. DIRECTORY LI6TING FOR FURTI4ER I~ATION. UNION WITI4 CORROSION ~515TANT ORIFICE GIYING FL.OW EQUIYAL.ENT TO TI-JE SMALLEST SPRINKLE~ ORIFICE IN TI4E 5Y6TEM TO DRAIN 9 FIRE SPRINKLER ZONE VALVE PIPING DETAIL NTS 10 METAL PIPE THRU RATED WALL DETAIL NTS m~~ 11I11I11I11I11I11I11I II-=::::t 1)11111 meCHAnICA... QIIlIIIIUIII enGneeRlnG QIIlIIl) SOLUTlOns,lII111 lne::. II 5421 BeaumonT Center Blvd, Suite 675, Tampa, FI 33634 Ph. 813.885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 Mark E. Awmiller. P.E. 53973 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. FIRE PROTECTION DE61GN CRITERIA ORDINARY I4AZARD OCCUPANCY (GROJP I), 1312> SQUARE FEET I2>.1S DENI51TYI1Sr2W 6GlJ=T. - MAXIMUM 6PRINKLER 5PACING. REFE~ TO DRAWINGS FOR LOCATION LIGI4T I-JAZARD OCCUPANCY. 22S 6GlUARE FEET 12>.112> DENI6IT"T"/ISI2>I2> 6GlJ=T. - MAXIMUM 6FRINKLER 6PACING. REFER TO DRAWING6 FOR L.OCATION. PIPING SIZE: I4YDRAULlC CALCULATION MET!-IOD NFFA 13 (1~~ EDITION), GENERAL NOTES: (FI~ SPRINI<l.ERS) SPRINKLER SY5TEM 15 TO 6E A u.eT PIFE SY5TEM TI-JRU-OUT. ROJTE ALL. 5PRINI<l.E~ PIPING TIGI-JT TO STRUCTURE AND TIGsI4T TO 6OTTOM OF ST AI~ TREADS. TI4E SPACING OF 6FRINKLER6: TI4E SPACING AND SIZES OF PIFES SI4ALL CONFOIO:M TO TI4E REQUIREMENTS OF NFPA PPMFI4LET NO. 13. 6FR1NKL.ER.5 5l-IALL 6E INeT ALL.ED 6Y FER.5ONNEL. Wl-lO I4AvE ENGINEERING FACILITIES AND EXPERIENCE IN SlJCI4lL1OR< AND Wl-lO A~ REGUL.AR!.. Y EMPLOYED TO DO SUCI-J LlJORK IN LOCATING SPRINKLERS AND PIPING, CONTRACT~ 5l-IAL.L COORDINATE TI-JE 5FR.INKLE~ LAYOJT WITI4 TI4E LIGI4TING AoND AIR CONDITIONING LAYOUT. ALL. MATE~IAL 5l-IALL 6E OF APPROveD QUALITY AND TI-JE uJ01;ilK 5l-IALL. 6E DONE IN A TI4QROJGI4 AND l1JOR<MANLIKE MANNER. TI4E UJOFiK, MATERIALS AND TEST 6l-lALL 6E IN ACCORDANCE WITI4 TI-JE CURRENT REQUIFO!EMENTS OF NFPA PAMPI-ILET NO. 13 AoND 14. L.A TE5T EDITION. PIPING: SPRINKLER PIPING SI4ALL 6E 6CI4EDULE 44!l 6LACK STEEL PIFE AND FITiING6 CONFOI'iNING TO ASTM A-1212>-SS. MINIMUM 51ZE 15 ONE (I") INCI-J.5CI4EDUL.E 112> MAY 6E USED FOR 2 1/2" AND LAFlGER. DO NOT TI4READ TI4INWAL.L PIFE. PIPE SUPFORTS: I4ANGER6, CLAMF6. RODS AND OTI4ER ACCE660RIES OF AN APPROVED TYPE AoND IN SUFFICIENT NUM6ER TO PROPER!.. Y SUPPORT ALL. PIPING 5l-IAL.L. 6E FURNI5l-IED AND INeT ALLED. PIPING 6I-IALL. 6E SUPPORTED 6Y ROUND l!JROl,JGl4T U- TYPE APPROveD ADJUST A6LE I-JANGERS. 6PRINKLER.5 6I-JALL 6E 1/2" ~IFICE TYPE OF ORDINARY DEGREE RATING EXCEPT UJ..IE~ EXCE58lvE TEMA:RATURE6 A~ AoNTICIPATED. IN TI4E6E L.OCATION6 I4IGI4 TEMA:RATURE SPRINKL.ER.5 614ALL 6E IN5T ALL.ED IN ACCORDANCE WITI4 NFPA NO. 13. PROVIDE QUICK RE6PON&E 6PRINKLER.5 IN LIGI4T I4AZARD AREA6. REFER TO ARCI-JITECTURAL DOCUMENTS FOR L.OCATIONS OF AL.L. SMOKE ANDIOR FIRE WALLS WI-lICI4 FI~ PROTECTION PIPING FENE~TES AND PENE~TION DETAILS Sl-lOWING TI4E MAINTAINING OF TI4E INTEGRITY OF TI-JE SMOKEIFIRE SAFE IN AN APPROveD MANNE~ Wl-lEN PENE~TING WALLS AoND FLOORS. SEE DETAILS. ALL. FIRE PROTECTION lLIOR< Sl-lALL. MEET AL.L TI4E REQUIREMENTS OF TI4E "FLORIDA 2r2Wl 6U1L.DING CODE" AND 2r2W2 REYISIONS. - 6RANC14 LINE I" NIF'FLE ~DUCER 6ASE 6A6KET CEILING SPRINKLER I4EAD I4EAT SENSITIve 6~AK-AWAY COYER <V CONCEALED PENDENT SPRINKLER HEAD DETAIL NTS lOR 2 !-lOUR RATED WALL.:----...... _ 5TEEL CI-JANNEL. OR WOOD~", ~ STUD WALL SPACED MAX. 24" ' IN. OC GYPSUM 60ARD 1/2" OR S/8" IN. TI4ICK CALJL.K MIN. x." TI4ICKNE58 OF FIL.L MATE~IAL. FLUSI4 WITI4 TOP euFi!FACE OF FLOOR OR WITI4 6OTI4 5UFi!FACE5 OF WAL.L. EQUAL TO 3M CP-2SUS. NOMINAl. 12" DIA OR SMALLER 6C14 112> (OR I-JEAYIE~) STEEL. PIPE, SERVICE WEIGl4T (OR YIER) CAST I~ L.AS6 SI2> (OR UCTILE NOMINAL TYPE LIES WITI4 LJL. 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Tampa, FI33634 Ph. 813.885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 Mark E. Awmiller. P.E. 53973 ......,i,i-=. '",'''I",''t;;'fujo' " ...;:,*"" , ,- ,""((,,, .~~ $>' ^ '$' ,~ ~ . ' f"1' (~'?):l1;;:~~tC;;#.c$f gy:~~~><~pe1 PROJECT NO. 03540 ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. 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CHANCEY & ASSOCIATES ARCHITECTS P A A A A A A B H 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ....I]~=~::\,.,.,..."... I ..~".." . . . . . "1 " ,. ...... .....,..,.,....., '" " ,__..1. .,':....... \ ,~~ \ ! "::'.. \ j / "'" "'" ____mL..._~m . ..~.~~~ CD-l 8Xb 40 CFH ;("'\ i;~j) m.......n.........'nr..................:m........... m~~ ."IJI.IJI." 11.:::t .===== rTIEOiAnlC:AL ...IIIUD enGineeRInG .... SCLUTIOns.IJI.. Inc:. IJI 5421 Beaumont Center Blvd" SuiTe 675. Tampa. A 33634 Ph. 813.885-9600 Fex 813.884-0045 Certificate #8304 Project # 2003580 Merk E. Awmiller. P,E. 53973 i , , rl In.m;: m'l :l " CD ENLARGED FLOOR PLAN - UNIT B - LEVEL 2&6 1"1- . 0' l' 8' 4' ~,l1,;eSi d Etl),,, ~ <;~ ;;;" <$} ~ ~ .. , ~ \\~~ ~'?)""""""~" /"""~~ ,"0<<-.".....'>""" (...'.1' ' /' ,,,...;::..'..'l .:> ) "..J/ ",. .//~/ ,,', ",), ,'" .~' ,.,/~' "," cC,/ ,,',',', ,,-' ,,', ".' ,',-' . " .?#I1t'U.?11~#''('?t "'!,<.:y. C7<'.';k;;'C~~'f'; PROJECT NO. 03540 ~ I-If' I' JAN ~ J 2.fj():j j_~..ll DEV~~,QPi'''''!t;~~,.~ DtPl t ; \; (l"-'hl ij' '~""'''''''~''-''''''-'~~, ,~",'-. .~..' -r BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 100% CONSTRUCTION DOCUMENTS M-404 Ii t.--------------------h--h~--.h.-..--h-LL-------~.---.______._.__--Ll~_1 l...<Dr CD-l 8X,e. " 2SCFM .' ~ i-- ~ ___"'" \.ul ( . .r~: '\\ '-- \ ) /1/...... ~ ... .,./ t... t ........~. II ,V{ /:i i"~' Ii I ',....... L_ I """ "''''", [i n(~) It'J'<))U ~\~:.~~/' I ! , ~~..::::: '___'_h_ _._______ _________ J_.______________......__..:___._.____._.__...._..._..'!' 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CD-I 8X6 && CFM 'U m ,'u ............I,ur"\\ 1 \ .. n.. : \ ~"~ I i \Iba (~J! I a i i i f /'0-'::::":" :'-:'~'II i / 11m) u _ ....JI' / CD-l 8X,e. 6S CFM CD-l D eX6 D 121Z1 CFM := , uu '...., ' CD-l 12X,e. 211Z1 CFM -- ;.:::::I . " " " !l".,"" II ....... ......... _'..................... Il.............-...........................-....................-.-......................... .. ,'" 3J L__....____u__..__._. <.".;'12X6 CD ~~LARGED ~LOOR PLAN - UNIT B - LEVEL 2&6 0' l' 4' 8' rn WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A m~~ 1I.lIl1mll. II-=:=- 11=1=== meCHAniCAL IlimlJIIIUI enGineeRInG IliIUI SOLUTIOns. me Inc:. II 5421 Beaumont Center Blvd" SUite 675, Tampa, R 33634 Ph_ 813.886-9600 Fax 813_884-0046 Certif,eate #8304 ProJeet # 2003580 Mark E. Awmillar, P.E, 53973 ,\~e&id. et)('~) q,~~$\ .c ,~ ~ i"I" 1 00% CONSTRUCTION DOCUMENTS Keyplan 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1 785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 (;))A~~;"':/:-, , " ",,~ ",' a~:~:l..." '".", ,',' > '.,:;7,":e:,,/?o(;UX;r:C,f;.7C4! ~^ ~7~;w:5C~-?ff;,. ,,~ ~0 BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 ill> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 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Ul!1II Inc:. ,. 5421 Beaumont Center Blvd., Suite 675, Tampa. FI 33634 Ph. 813.886-9600 Fex 813.884-0046 Certificate #8304 Project # 2003580 Mark E. Awmillar, P,E. 53973 BPRC Submital; Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: M-406 03540 100% CONSTRUCTION DOCUMENTS ,\4e~idel1(> ' .." ' t;o:~ ~y ~~y ..t; ~ .~ #f!; ::. " .~ / \Q "\ '\ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 (::j)~;i;::~4t'C#:<#J1ctf {f~'~~~~jC~?<1 i!l2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 ~=:::==:=:::==~::~~~=~~=~~~~~===~:~~~~~===~::~==::==:! i . . .t.... II/CD-I I i ...............................u~ L .. ,"~'" -~ J L.......~....u...........,............................................................................ .....................................\ I .......-.........-......-.......-......-.................-........-......-..............1 I CD-l 8Xb 12tZl CFM . ~.,..~... 'I , . i i I 'I !--==~=-=--====:.::=...--=-...:::J..',' , . I \ TGs-l \ 12Xb ,I,' "",,~,-J L..L -'~, : i _..JJ /~ / ' ( l........,.,......................: vi .'....:::. }.--- I! I IL ! : c , i I I .11'1 ~ I'i i l! 1 III " CD-l '.. 8Xb ~. '~tZl CFM \ \ ........,.............. 10 <<1 111\/1: __......._........._......L=-..",~ i \) c~':7~.: ig-o dil - p- -I~ ---- i <;> ~- ,I i~" / \;: """ "",' """. I ~ ! 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I I'! ill. ,.L... i II l: " II II ii II l1 " II II II " i! :1 " II il Ii u CD ENLARGED FLOOR PLAN - UNIT C - LEVEL 3-5 Keyplan 4' I 8' (';)^~~.;,,/../': " (t,..'..,.,.,..",r"",._,.,...~.~".w..;.'.',.,....'.,'...~"',-I!,#'.,'"...-'"',."..',:,..:.",a,,.,,',' ".',', '''"'.'",."t ,.,~7'''ffn.c.t.e#)fc,(,?1<~ '" ~ ""'"<"""''''''jT ...", PV'" 0' l' A A A A A B H m...... .............. II'::=- ..====: meo-tAnlC:AL lI..lI.. enGineeRinG ...... SOLUTIOns, .... Inc:. III 5421 BeaumonT Center Blvd" Suite 675, Tampa. FI 33634 Ph. 813.886-9600 Fe" 813.884~OO46 Certificate #B304 Project # 2003580 Mark E. Awmillar. P.E, 53973 PROJECT NO. 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ;:Z,,;' .."",e-ldet)' " '~,' """. '..,..,' .'. ...~*- '~... q.l v,S> ,~' t 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30..A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003 THESE PLANS ARE COFYRIGHlTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL Ni THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, / ~Yf BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 100% CONSTRUCTION DOCUMENTS M-407 I L," ["J r"~ "I " Q ~""Q"r~""Cr c__'\/'___~_~___/:I · CD-' ~ , \ / /' . \ eXb I I"'"". 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" " / II::::::::::::::::::::::L___L___I CD-l eX6 65 CFM CD-! 12Xb 215 CFM muu"""""""""1 ----------1, Ii "m! m_._.~ 12X6 rn ENLARGED FLOOR PLAN - UNIT C - LEVEL 2&6 CD ~- . 0' " I 8' 4' Keyplan A A A A A B H WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A m~'- 1lI1II1lI1lI1Il1ll1ll II'::=- el=111 meOiAnlCAL 1JI1II1JI1JI enGilneeFlnG 1JI1II!!1lI 5a..UTIOns,llIl11 1nc.1II!! 5421 Beaumont Center Blvd" SUite 675, rampa, R 33634 Ph. 813,885-9600 Fax 813_884-0045 Certificate #8304 Project # 2003580 Mark E. Awmiller. P.E. 53973 PROJECT NO. 03540 BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: M-408 03540 '~, ' ....""fu;id eo h,' '".......~... ~t'" ^ ,,' ',," "<" q." '~S' .4:;' ~ ~ 100% CONSTRUCTION DOCUMENTS 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231--3553 ~ ri' I \~V) "\~\ CW~;~_4-'d gjP~?<" ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, CD-l , =--,~===- -.--j ~ I~ ~W r ~ ~ : ~ CO-I I ~ ex~ : \\ 9t)CFM L\ I, ; \/ = ; ~ - - - -= ,..~......... F-='-il-; y '::::~Ii "-~-,,-1r q.rl'1 'V i i ..m' I i TG -1 lmm.mmmm.muuu ummuu...uu..uuu..uu "___Ud___. 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II [1::::::==----=:::::::::::=_=::::::::::::::::::=--==::::::::===::::===:::==__.....:::::::::::::: :=--========::::::::::::::::::::::=-----===::::::::..-:---==-=::::::::::::::::----.:==---===::::::::::::::::::::::,,-.:J CD ENLARGED FLOOR PLAN I{OJ m & 11 a f!j fE ri! WlI JA N 2 I Z005 i IIi Ol"'VEL '-'- -_.' J c OPMEIII T --:-:--__. ; ,,-_.....~..~I:.I-;\I'(i-S j "..'.-.....~.' , ' . ," OI::.P,' .,.".. h_""_",,___,,~,,,_ UNIT D - LEVEL 2 ~- . 0' l' 4' I 8' ... WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A m~"" 1I1llRIIIIllReIlIIlllR 111:::t 11I11111 mEOiAnlC:AL III IIIIIIIllR III enGlneeFlnG IllRIIIIllR SCLUTIOns, IIIIllR lne:. III 5421 Beaumont Center Blvd" SuiTe 675. Tampa, FI33634 Ph. 813..885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 Mark E. Awmiliar. P.E.. 53973 /^;;)/1:,/,/_'0~ , ,,<<:;;Z"") (,..".,.,~~~/'t?"l,<:'U?t(J7-.r<:t' <:,:7 c7.....$t).t::~?<it \\". / . ~~/ ~\~~ ~\ \\\ BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 Keyplan 1860 Republica de Cuba Tampa, Florida 33605 Phone 813..248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 '*" ,.,,51 d '-:::'k,', '\~~.<< "'''''~'(>, ~" .<~ ~ '-., ,",' ~ t .- .,. 100% CONSTRUCTION DOCUMENTS M-409 II)> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUaJECT TO COPYRIGHl PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 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P.E 53973 ,,~id~ ,;.-e j3;, t;"..t1(;. ,. , ~.lh, iIV ~,1' ~ ~ ,~ ~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 / ~'\ ~L, ('.~h;;:~l;tc4t.?1ee r1;:;Y?:~:~jc~?e~ ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK'" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROfECTlON ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 BPRC Submital: Date Plotted: JAN UARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 100% CONSTRUCTION DOCUMENTS M-41 0 XREFS: A_FP3 TTLB A_FP2 A_FPl A_RP I I I I I - I --1 L- , r::::::zl, ~. i:: o 0 I ",'" f""\nf""\ I~ CD-I - - 12><6 ' ----------~ 215 CFM [S] ~ i--- 0 I I - - ~ CD-I 0 8><6 CD-I ti: 1# 1lZ> CFM 8><6 I" _ CD-I 0 110 CFM ~rr ~ 8X6 I-- CD-I I J ~CFM . 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"<t 0)-:-: ~I.l) -q Cd) ~I.l) '"70 ~o 001 "<t E~ ':>- ~ 0 ~.2 /,. oc e;so (')1) o ()) o+- 01 +- /0 .:.;a::: ~~ r\V .-1 r.; 7ft' ~\;:,t;.., t t_ v ' 1Cl2003 THESE PLANS ARE CQPYRtGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTlJRAL WORK" UNDER SECTION 102 Of THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTlJRAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT 1$ NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSmON Of SPACES AND ELEMENTS Of T1HE DESIGN~ ~~ '@-oa.1~ PROJECT NO. 03540 ~ '. ' I ; ; I ' , \ ( I ,; - '\ V'(L\JL ... ~ r \if v ' c;l nlOi) BPRC Submital: Date Plotted: May 18, 2005 Date Issued: JANUARY 10th, 2005 Revisions: &eLDG DEFT CDr'1'1ENT& 0S.184>S 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1iR:~ ....... ...... ..... mea-t.......c....... .... Ef1GI1EEFlnG ... SOLUTIOf'1S. .. n:.. 5421 Beaumont Cen1er Blvd.. Surte 675, Tampa, A 33634 Ph. 813.885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 Mark E. Awmiller. P.E. 53973 Keyplan C B A A A A A B H 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~esidel)<:."; tI ~\$> ~ ~ 100% CONSTRUCTION DOCUMENTS M-411 \ \ , \ \, ,\~ \ " '\ '\~ '~ ........................... f ~, \\",1 -\\ I .~~. ! \, 1 . .' ___00._____.__ _~^^A__.._.________.~.b_____ ___AA_____...______U.__.. ~__.._...____~_.AA...>.. o C I'~" o , __._m_._.h..-{ h"'-"lL---'~ . ..h..~.~h...J_._._.___.....____.L._..__._._.__~hh.___, ""'~ I r, ~:Tr .""~, i:1 ' "'~~. 1 !i ~"'~," ";~", I~ .., Iii; ';;,~ ""c., III ...~ lit ..............J , i I '. I I r-.h..~hhhhh..mm...1 [~.....__.._-_... _...mm ...._......P ::; :::::::4,,':::::' ir:-~n ~ n ~ r.J It x~ enl ~I (b.. :::::::J:;:... ,.. f ,.Cf.~~~~i====~~r-fr~-~-~ . .JI~" ......0 · · "j . /F~ i I .. 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CHANCEY & ASSOCIATES ARCHITECTS P A m....- 1IIlIIIIIIImlllll II-=~ ml=I=: meC:HAnlC:AL 1lI1l11111l11111l1111 enGineeRInG 1II1II1lIIII SOLUTlOns.mllllll Inc:. 1II 5421 Beaumont Center Blvd, Suite 675, Tampa, FI33634 Ph. 813.885-9600 Fax 813,884-0045 Certificate #8304- Project # 2003580 Mark E. Awmill.r. P.E. 53973 ~4:eSsid <t?l<;-> '~ '~ $; , \%> tJ:' ~ f""i M' ~ / \, \ \ {)VJ ~\\\ BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: -4,J 1 Keyplan A A A A A B H 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 (.';,;)/~(f": .,/ CC::;;;::>J': 1 "~~,.;..4#I1(rfztCWc?'fC~ <l!L:7 e:tf:Jt>":j1(~--p<:'} <Cl2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT lIMJTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ElEMENTS OF THE DESIGN. PROJECT NO. 03540 >.. 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CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 M1785 5365 E Cty Hwy 3o-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2OO3THESEFLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS T1HE ARRANGEMENT AND COMPOSmoN OF SPACES AND ELEMENTS OF THE DESIGN. : i & ~ )~ ,. -/ ... \ 'C .)' 8~ _ "( J:: ~~~ (~( I -- 14><8 t':n -1 ~~ It2'JCFM /\l o I IL -1 - ] L:::.....J I _1- , , rsJ 1 ~ o J ~ I ~ ) V o \ 080 [ \l 1~\C<1 \I./~7 --y- CD-I 8><6 1t2'JCFM ~~ ~I ~~'O&CR1 ~~ _-I ~] c. ~CFMq~ -. . \~f' .[.-- Q n ~ II I ~><8 I~Y ~ o IA~ :G-I ~12><6 ( 2) e' IAAA >< \F26/ -r cor ~ J~ o 0 ~~ '-- ~ CD-I 8><6 9 1& CFM t-' ~ II ~ - 0 lrt ~ D 1 ---"-rEF\ '- ,\..1..J ~lt~O cf 2& CR1 ....... CD-I 12><6 21t2'J CFM ..l ~ !-- I ~ 8.t2'J~ ~~ ~I 14><6 ( (~-2) CD-I (CO-I 8><6 8><6 C3lZ> CFM 2t2'J CFM ..- I ~D ~ ~~ - O~~r ~ (~) ~ II::SCI CD-I --CD-I 12><6 \ 8><6 2fZ)(l) CFM 2& CFM ~ 1Zl~~ I ~ ;:.. O ;r;;.\ - ,0 \2J J '0 ~<: 2~~ ~' ~ dJ~ CD ;~LARGED ~LOOR PLAN - UNIT F - LEVEL 6 0' l' 4' 8' m~'" ....... 111::::>> ...... ..... meo-tA1lCA...... EnGnEEFIIf"E ... SOLUTIOf'1S, .. InC. . 5421 Beaumont Canter Blvd" Suite 675, Tempe, A 33634 Ph. 813.885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 Mark E. Awmiller, P.E. 53973 ~eside.t}~ tI ~~ ~ ~ ',.",1, >t) r, '~~ ~~d~~~ PROJECT NO. 03540 - - 1 ~ , id < : I !j \ , t ""~ \'" '; \ ,~ I ' I , 'I ' ~~;W,' '? ~l 7p: , ',........ ." '" 'i \-l~\~mG & DEVElOp(fr':;~~ ;f~~ ; ..' .._..~: r\- OF ClEAR\!, .':._.. '.. _'.'._ ' 03540 BPRC Submital: Date Plotted: May 18, 2005 Date Issued: JANUARY 10th, 2005 Revisions: & eLDG DEPT COI"NENT& t2')S.l8.t2'JS 100% CONSTRUCTION DOCUMENTS M-412 .\ '\'\' '\ '.\ "i~ "\ '(~'" :~" ~1. 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CHANCEY & ASSOCIATES ARCHITECTS P A m.....- IJIl1lJ1lJ1lJ1lJ1l1 II'::=- lIlllll meC:HAnll:A..lIlIllllll enGineERInG lIlIIilJl SOLUTlOnS,lIlI lnc.lI 5421 BeBumont Center Blvd" Suite 675, TBmpB, FI33634 Ph_ 813_885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 Mark E, Awmillor. P.E. 53973 PROJECT NO. 03540 BPRC Submital: Date Plotted: JAN UARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: .~ ""....sid.e..",,', '\.......... '4: ~'(" .1',,' (ji,.~, *'~Jl' ..c .., . ~ ,f-i ,.. 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 \\\~ \ (';):)jl:/-"'~~~(c:;i2":./ '."", ,. ":7':;e/i::I;t4[U?7<~,?,,<;j( ~"..,7 ??J>1'M:;t:~,,~>' <Cl2000 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1 ~Q THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 03540 !_m.m.......__......] t..........................: .....................................................................................................u........................................._............__n..........................---................................................--..................................--............................................... ........1 r.....m,!.:.....==:=:::F:.:~~~~~=~~::.:::~::?:~::::~::~:::::::~~..:::::~~=:I ..........=m...'V~:::=.::::=:::::::::?:~:=:::~~::~:::=~:.:::~::.::':::::~:::::]r.........~~::::~=~...........:.I:;, ,..,....................................,................. .....................,............................,.............,............ ,...................1 ~/"~~~-~~:===:::~2~~~-.. 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ENLARGED FLOOR PLAN - UNIT G - LEVEL 3-5 CD 1\- 0' l' 4' I 8' m'-'" 1II111111111111111 II':::=- 11I1=111 meCHAnlCA..lJIl11lJ1l1 enGineeRInG 1I11111 sOLuTons,1II111 1nc.1II 5421 Beaumont C""ter Blvd, SUIte 675, Tampa, FI 33634 Ph. 813.885-9600 Fax 81 3.884-0045 Certil'1cate #8304 Project # 2003580 MaTk E. Awmill.r, P.E. 53973 BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A A A A A A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 (, .',,', '~?);".;;,'" v:/;"i,/,., :,-"'.,#".,.,,.,<",'~"",.,~.~<,'~,', ~ <<:~-~S~,.'\ . .. . ... .;;..-.:.:::..~:..< -,:,"'.<-',:~'_' ".>,:...:-U ,.^ ,'.' , ' ", 6.e~'c$.pitt: ~w._, Cil!<k<:U::f;r;(f- \\: \{11 < ,,\ \\f \ , \ \ ""f,'.', ",,",,,,,Gide_,, '\.....""'. ..,,~(;:~, tJ <{,S, r<f.; ~' ~ M' Q 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT 1$ NOT LIMITED lOTHE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 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II 5421 Beaumont Center Blvd., Suite 675, Tampa, FI 33634 Ph. 813.885-9600 Fax 81 3.884-0045 Certificate #8304 Project # 2003580 Mark E, Awmillar, P.E, 53973 i,1...e&i.d eq(,,< , ' ,(;) 4, 1S'- ...t:: l''<\ ~' iioo i' H' {; \\~ BPRC Submital; Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY lOth,2005 Revisions: 03540 Keyplan A A A A A B 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 {';))~~:/'/-~~'~ ",1 re::::;;;;<:'j'\ ..''/'",.'b?$.r$;<#)re~,7'Jc< .;.::7 e~~j"d,c~?e.;} 1 00% CONSTRUCTION DOCUMENTS Q 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 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I r I (~ 'II r==J:=-~~l=Jj::=d=====h:=:::iL====:=:==~'~L,::~c:::=c::..=-c::===-~_~c= . ~ Keyplan A A A A A WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 12X6 CD-I 12X6 26& CFM CD-! 8X6 &" CR1 CD ~LARGED ~LOOR PLAN - UNIT H - LEVEL 3-5 0' l' 4' 8' m~~IIIIIIIBIIIIIIIIIIIIIBIIIIIIIB II'::=- 11IIII11111 meCHAnICA...1ll11111i1ll11111i enGineeRInG IIIIBII SOLUTlOns,lIIIIIIB InceD 5421 Beaumont Center Blvd, Suite 675, Tampa. FI 33B34 Ph, 813,885-9600 Fax 813,884-0045 Cart,f'cata #B304 Project # 2003580 Mark E. Awmillar, P.E. 53973 -(:1,.e$-id QQ , ')< (':' Iil), ,~ t/t;S~ f~ .~ ~ lI"t 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 / \' \ ~~s BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: . N" <<:::,,;;;:r') . 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CD-I eX6 9tZ> CFM 12><6 1...0000__00000000__00_ --.F=:~:;~:~=l 'l I II ! :1 I I , ~ 1 I ; I I CD ENLARGED FLOOR PLAN - UNIT H - LEVEL 2&6 Keyplon A A A A A Ii , i ~b:;:::::::::::::::::::~ !!c !!! ~H. l ~H i Ii!! ! u::S:::::::::::=:1 -; CD-l eX6 61; CFM CD-l eXb .2tZ>CFM ~ 1 I I __'h'" \,,\.: \" CD-l~ 12X6 2tZ>~, FM ,.....~~,F" H " " " = ~ c: ! ~ " i L------h----h-------hhh-_------------l ( I 1 ~!t~~, '~! , \\ <-',I \j.! \"'0'./ /""~:'\ (f"\) U WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C> 2iJ03 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO_ AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT lIMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, CD-l 12Xb 21tZ> CFM I! , i 11 W :: . 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P.E_ 53973 <......j, _ t)ts.i d. en ", ')<- 'C" ," '~)~, ~(t,;).; cr '~ " ' M' ~' ~ (':?*11;'~':~~t~Z#t~~ ~({;fi?~;:~$(;~rr,e~ PROJECT NO. 03540 BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: \~~ \V~ 03540 100% CONSTRUCTION DOCUMENTS M-41 6 CD-l aXil:> IIIZl CFM , , /"-" "'''\~' [;jJ] =::::::-~:::::C'::::C-=- CD-I axil:> 1&(2) CFM CD-1 12Xb 21Zl1Zl CFM c:::::::::::::=.....::::::::.....:::.:::::> :>1 I I ,.::Jt:.........'......~.~.~.~::::.:.:......:;::........................~.~.~.~.~.~.~Jr.l~.. .......:::.~.~::.~.~.~::.~.~.......;;::.....~.~........ .....~.~.~.~.~.~,~.~.~.lL.1l::::::...................~.~,~.~.~.~..::,:...~.........~.~.~.~::.~.~::::.~.~.~.:Jr::ji r.... , I - [,-~=:('f>C' C:ITj, ~:.. i i i I i , i CD-' aXb 151Zl CFM CD-l aXb 2& CFM CD-I aXb 25 CFM I , , : , , vL ...=\1.~.............' . - . . , . 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CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 A A A A A SECOND FLOOR ;".' .--~~-...........................-............-._r=~l ........- "- .._------c.-.--]j u _~~~__A'_.. . .:::'.::'.':_=:::__-~ lO CD-' aX6 11& CFM rr. :.IJ rcmiTUI!II11i1i1"..T.oooc0..................... I --~-_. "''''1 ]..m..mmmnn...... f ENLARGED FLOOR PLAN - CLUB ROOM CD 1"1- . 0' l' I 8' 4' m~~ ....... 111::::t .=11=1 mecHAniCAL .... enGlneeFlnG ... sa..UTIOns, .. Inc:. . 5421 Beaumont Center Blvd" SuiTe 675, Tampa, R 33634 Ph. 813.886-9600 Fax 813.884-0046 Certificate #8304 Project # 2003580 Mark E. Awmiller, P.E. 53973 <,1.,.,.esidtBtQ." ')' C~ W "<$} 6' , . 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CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOTLIMITEDTO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. <,t.es-idet) . ~ t:'i(!~ q", \$:' ..f; ~ ~ II"!" ,,\ \~0 (;!)~;~'~U#'f<Z;#4<6 {~:;Y:~~~$<~~4f} PROJECT NO. 03540 IZI j / , , I i L____, L:::.::~::.::' , i . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ 'n n_ n. n On on On..' . ... 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I ~~",u.-.-......-.-.-.1 i lnvn...__on o ELEVATOR LOBBY LEVEL 5 - EAST 8) ELEVATOR LOBBY LEVEL 4 - EAST 1'1I- L 0' 2' 8' I 16' ; /; tl// ' / / :; // I ' ~~TO ARC~ITECTU~L D~WING;.FO~ LOUvElV i. 5PE~CATI0Ne ..o.ND I ''-,- E~T LOCATION. ~ ; : 24X24 '-'-,-/ LVII '-~ : : /~ 1 ~ //' ............ 1 . l / "'''''''<UCTllJORK 5~ALL Be: . j C~TRLlCTED OF 16 I C:SAUGE~R6ON STEEL I I I WRAPPED ~ PABCO i : : FI~ DUCT O~ "',"--... 1 ' , @J AP~OvED EQUAL>"'", 1 ' : .::~~:-~.~.:~.--:-v-~-:.:..v-::v:-~~ .. --::.:.:.::~.:--:-::::.:.- n '?~X-5~ ; 1"1- .. 0' 2' 8' I 16' i r-1... 1..1'" ~ 1 \J7 \ \ \ \ I t1/-....T~ -- II ~ V J CP-2~ I , ItZJX1~r i I 3tZ>S C!FM , ; , , i' . ,.,.",.,...........................f2~~:==:::::::::::=:==:::::::::::::::::::::::::::::=::=:=:::::::=..,.~.,...=::::::=:::::::::::::::=:::::::: / I // I I '''W'''''' o ELEVATOR LOBBY LEVEL 1 - EAST \\~~ i........................................ D n tJ ~ II I I i {~;);}J///'.,,-;. ,/ rc:J2";, ,.",'/, ., '"",9,'"If.?l-e.r.-t:;bf.<z.r-t:.Jf' "",;7 6i!~)1;j 6~?<>' PROJECT NO. 03540 ~ ~ , , , , ~ 1 ! I ~~:=~=~:~_L_______ --_..........."...................................~~....,........................................ '--9~ Keyplan A A A A A SECOND FLOOR 1\- 0' 2' 8' I 16' C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT 1$ NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS Of THE DESIGN. WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 1"1- . 0' 2' 8' 16' BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 100% CONSTRUCTION DOCUMENTS M-420 @ @ /'^-. @@ @ 1.\ 1-1 14, A..,./., 14 14 C2 CI ~,~J~) Cl CI C2 @ r'~~'" IZI i'. \ /"-\~,.u..t., 1.,.1 '\_....-"'^....."'l 00 w~ oo~@ ~::~ @ /@, @@@@@ /,/'/"-' i '''"' ~_._._....____....._.;~:;:;/.~:::</~ ~..._...._~_ I _..........____..~'~~~~~-..~...........----....---- : /~ ~'~ I <</~-pp -p m m__ m m m____ _ n__ m m ______ m m n___ .. "'_ m m...__ m m mm~~>> ////t/~/ ~// /~ /~ // ~~~ TO ..,~/' ARCI-IITECTURAL ~, n',. DRAWINGS FO~ : ~~~~ I ~crFICATIONS AND I ~Z:TION- : ~ I: II : l ~ I: : I l....._.___....._J t...............................!............ @ ."'. 1 ~ i '~ 2fDx,i4 DOll.N I~ TO LEVATO~ "'., L06 IES. "'.. ~, ! 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'm'(:, .~/ "-,-~_"~ h" "- 1 1: --=] I ! CD-2 L: ~ ~i ; J ~~I~FM Iii 1 ~ !! I !! -E-.J>y- ll_..... - mmm...... I !! __.. .' __m nnnn__' m__m___m__n. "m1 @ -=:'=::::::::~;~L:::: ill ""__n______n.... . - mJ __mm__..__m.mn____m1:, It:. I, ',I ;;i' !r...-~- ._...._v_nv_ vv _~ i! l!i !""!",,I:, Iii i I Iii: HI lLc-~.=..-k"T:::I~=~=J~ @ ~EV A TOR L~BBY LEVEL 6 - WEST 0' 2' 8' 16' r I "__m ___ ! Ir-~n.,.. ~ I I ],tl ii I., , 'I l~~j l~l ~ -1 __m nn:::::::::::::::;;;;;;;;;;;;;;;;:::~;;;;;;;;;;;;;;~.__m....m....__....:~__:?.:--n:--~J ::.--:-.--m--.~F~""?rr."':~~~I:L__nnm :m::..:.:.I..1.__..__ ~I ~~ [.nn___nnmmm______ ::::::::::::::::::::::::::::::::.~. ................................! @ jllll ),~ f9 L............. ,,,,J 1: II CP~2 II lfDXlfD I' 21!:1 CFM II i "," :~::::::~:: f c:=:::::::====~ o ~~EV A TOR L~BBY LEVEL 5 - WEST 0' 2' 8' 16' @ ~EV ATOR L~BBY LEVEL 4 - WEST 0' 2' 8' 16' WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 16xe DOL1.N /r....-r""..:::::::::::::::::=::=:~:~m:~~n;t~=~.~l:n.:.~ l--:i:--jl' A ift=::l . : ,. J \ ~ ! 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Awmiller, P.E. 53973 .,it' (4 """ ~. ~"',' , ~^,,:fujlJ.., "..t"":i,h .....,;-' '<"t" '~~ ft" ~i~ C ~ r;:;:)J#:'//-""^: /- (1::-:!2:':,* , ," '" '" ^,;7;-'t;n#:4:~~ft:~rC#!. ~......7 C#!~'#1>~;r?'(f PROJECT NO. 03540 BPRC Submital: Date Plotted: JAN UARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 100% CONSTRUCTION DOCUMENTS M-421 XREFS: 358G- TTLB ROOF CURB .A TT .AOf'1ENT &EAL UEATHER TIGII4T~ &.&. FLAT WA&HER TIE POlIN S......p0 \ &.&. NUT WITH =----==--~ l..OCK UJ.lt.&HER &.&. DOUeL.E NUT J &.&. &LEEYE &.&. l..OCK WA&HER &.&. FLAT I1JA&I-ER &.&. eoL T ---/ TIE DOUN &TR.AP--'" TIE DOUN &TRAF, 2~ GAlIGrE GALVANIZED &HEET METAL. 2. WIDE. PRIOYlDE ON AL.L 4 61DE6~ FACTORY" MOl,t.ITED Dlecot+lECT 6WITCH FAN B.ACKDRAFT DAMPER (AT EXH.AU&T FAN) 6EE NOTE 3 i\ SEE NOTE I ~ TO .Al'ltCHITEC1lJR.AL DRAUJNC:i& FOR PROPER UEATHER PROOFING DET AIL& --------~ eoLT TIE DOUN---- 6TRAF TO NEAllie6T &TFaJCTURAL El..EMENT. TR.AN&ITION PUCT TO FULL. &IZE OF HOOP PUCT Ul-lERE APPLICABLE NOTE&: lSEClIRE ClJFie C,4p TO WOOP NAILING &TRIP WITH 31&. CAOMILM FLATED LAG eoL T& NOT OVER 12. ON CENTER. 2. SECURE FilOOF Cl.IRS TO FilOOF DECK W1THI-IOT-DIFFED GALVANIZED 'ItD TEK 8CREW& 4. O~ 3. FilOOF Cl.IRS ATTAOI1ENT GALvANIZED, IN6UL.ATED FREF.Ae Cl.IRS WITH euILT-1N CANT ROOF CENTRIRJGAL EXHAUST FAN CONDEN6ING \.NIT 1 HEAT R.t1F \.NIT COND~ING \.NIT TIE DOlIN .AT TWO OFF061NG ~R6 6EE DET .AIL. ~ FROYIDE (4) -22 G.A. ~CANE &TR.AF& 1-11&. WIDE PER COND.\.NIT AND .ATT ACJ.ED FER &T AND M.6N.F. REQUIREJ1eo(T&. fIilUeeER IN &HEAR 16OI..AT~ UE1..DED CQIooIECTtON 1-112" &cH 4l1) __-.....__ &TEE1.. PIFE. ~ CONCRETE FilOOF DECK SEClIRE TO FilOOF WITH (....) V4. HIL TI tc:WH<. eoL T " FASTENER6 WITH A MINI1"U1 OF 2. EMeEDMENT. i3rWKAXi ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ~ PIPING (FROYIDE FilOOF euFFORT) fliM ~RfIR1&E&-ALLM. ~CANE FilOOF &TAND IN&T AU.. FER M.6N.F. REQUIREMENT& &TEEL FLATE - 4. )( V4. CONTRACT~ &HAW.. FROYIDE ~ION RE&I&TANT PAD& eETUEEN eEARING FLATE& AND &TRlC1lJR.AL 6UB&TRATE. 5 CONDENSING UNIT STAND DETAL NIB COOLING COIL REMOYAeLE CLEANOUT PLUG 2. MINI1"U1 2. FOR DRAW Tf.IflaJ \.NIT&. ~. FOR eL.OW Tf.IflaJ \.NIT&. 1-112 TIME& TOTAL &Y&TEM &TATIC O1IN. 2. ON BLOW Tf.IflaJ \.NIT&J MINIt"U12. FOR DRAW Tf.IflaJ \.NIT& NOTE&: l COND~ATE PIPING &HALL BE COFFER TYPE .1." IN MECHANCIAL CLOSET AND FVC IN WALL. 9 COOUNG COIL DRAIN TRAP DETAIL NIB E Q. ("') Ll) Q)@) ~Ll) 'Qo ~o OC\l Ll) E~ 1>- go ~~ /.. oc [gO ("')1) 82 C\l - /0 -'-;0::: ---- - / ( "" FAN / / D @CEIUNG FAN DETAL NIB FIRE ~ER PARTITION I. MIN. ;:~ /' ;:/ /' os. DAMPER 6UFFL Y ~ RE'T\.JR'oI GRILLE -I WANCiER 6LlF'F0Rr&. I. X 22 GA, DO NOT 8UPFORT FROM CEILING. INTEGIItAL I!S.ACKDfUFT DAMPER c=) DIecc:NECT 8WITCI+. A.IFI-I18IoED BY MEa4ANIC.Al.. CClN'T'RACTOR OR FAN MANl.F~R ILING NOTES 6LEEVE, NOTE 2 DAMPER COL..L.AR EXTEN&ION INTEGRAL PART OF 6LEEVE DAMPE~ NOTE I PUCT COfoolECTION, NOTE 4 6LEEVE, NOTE 2 PERIMETER ANGLE, NOTE 3 (NOT FASTENED TO PARTITION) ..MAX NOTE&: l I~ HOUR IJ.L. SSS CLA66IFIED CURTAIN TYPE FIRE DAMPER. 2. GLAvANIZED &TEEL 6LEEVE. GAUGE NOT LE6& THAN CQoIIIECTING DUCT. FASTEN 6LEEVE TO DAMPER FRAME AND TO FERlMETER ANGLE&. 3. FERlMETER ANGLE&: GALvANIZED &TEEL, NOT LE&6 THAN 1-112" X 1-112. 1<4 GAUGE, TO FROYIDE I INCH MINMJ1 ~ OF OPENING ON ALL 4 &IDE&. 4. eREAKAILlo4Y PUCT COfoolECTION: FER eMACN.A &TANDARD& AND UL LI&TING OF DAMF'ER. S. FROYIDE 1/2. INCH CLEARANCE ON I-lEIGHT AND WIDTH. FILL OPEN &FACE WITH ROCK WOOL FIRE&TOF FleeR. 6 RAE DAMPER DETAIL NIB _______ ~\IW.L l-EAVY CiAIJCiE GALvANIZI!P CLoeue M ~ FAN PANEL AIN"I..ClW P FAN O..&J.lA. GIJAIlI:) MOTOR MOTOR 8I.FIl"ORT 8LEEVE AM:> r-IllOT1!CTlVe ~ l-EAVY CiAIJCiE GAL VAN!ZED c:L.OeUN! M ~ 10 WALL EXHAUST FAN DETAL NIB Keyplan PIPE eulL T LIF FilOOFING WITH IN&ULATION '.. .. .. .,~. . . . ~. · ",: . 4" . .... 4 .4 . ~ ~ ~. .... . c;.c:INCRETE FilOOF DECK 3 PIPE THROUGH ROOF DETAIL NIB LOCK WA&l-lER 3/8. 1><19 WIRE GAeLE THIMeL.E (TYF-2) NICO FRE&& &LEEYE ~ (TYF-2) ~CL06ED ~ LOCK WA&l-lER UELDED 112. && EYE eoL T 3/8- Tf.IflaJ eoL T ~LAG eoLT - 16. or::.. (TYF.-2) 2.)(2.)(1/8. ANGLE <FlILL LENGTH OF &IDE) Cl.IRS TOP RAIL ~ WOOP NAILER METAL ClJFie ClJFie TOP RAIL ~ WOOP NAILER METAL Cl.IRS CABLE 1lE DOWN ADOOlONAL ANGLES FOR FL..A T BOTTOM UNITS 7 ROOFTOP EOUIPMENT TIE DOWN DET AL NIB NOTE . FIRE eAIltRIER PARTITION ~ CHASE 6LEEVE, NOTE 2 DAMPER COLLAR EXTEN&ION INTEGRAL PART OF 6LEEVE I K L / UL-SSS LI&TED FIRE DAMPE~ NOTE I PUCT COtIHECTION, NOTE .... ~ &LEEVE, NOTE 2 FERlMETER ANGLE, NOTE 3 (NOT FASTENED TO PARTITION) ACCE&& PANEL, NOTES NOTE&: A veRTICAL DAMPER 1& &HOU.N. ~ZONTAL DAMPER IN&TALLATION 1& &1M1LAR. fOlLOW DAMPER MAN.FAC'T\.IRER'& IN&TRlCTION&, INCLUDING FASTENER OPTIGIN.& AND GAUGE& FOR 6LEEVE AND PERIMETER ANGLE6. FIRE DAMPER6 11.I&T eE IN&T ALLED IN THE PARTITION OR FLOOR. NOT OUT&IDE THE PARTITION. FIRE DAMPER RATING &HALL BE AT LEAST 3/.... OF THE RATING PARTITION ~ FLOOR. REFER TO ARCH. DRAWING& FOR WALL RATING6. 2 GALVANIZED &LEEYE: GAUGE NOT LE&& THAN COfoolECTING PUCT ~ DAMFER FRAME. FASTEN 6LEEVE TO DAMPER FRAME AND TO PERIMETER ANGLE&. 3 PERIMETER ANGLE&: GALVANIZED &TEEL, NOT LE&& THAN I~. )( I~- "'" GAUGE, TO FROYIDE I INCH MINI1"U1 OVERLAP OF OPENING ON ALL .... &IDE&. .... eREAl<AWAY PUCT COtIHECTIONs CONTRACTOR'& OPTION OF TYPE& &HOlIH IN eMACN.A LFD6, FIG. 2-13. &EAL JOINT&. S ACCE&& PANEL&: &IZE AND LOCATION TO PEfliMlT SERVICING THE RJ&IBLE LIN< ~ LJtooIC:&. . FROYIDE ~. INCH CLEARANCE ON I-lEIGHT AND WIDTH. FILL OPEN &FACE WITH ROCK WOOL FlRE6TOP FleeR. RAE DAMPER DETAL NI8 Ii R:::::t ....... ...... ..... meo-t......CA.. .... EnGneeFlnG ... SCLUTIOf1S, .. nc:. . 5421 Beaumont Center Blvd.. Suite 675. Tampa. A 33634 Ph. 813.885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 Mark E. Awmiller. P,E. 53973 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ~eSidellC"; 1I ~..s. ~ ~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~~'d~~~ @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COFYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERAll, FORM AS WElL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF TlHE DESIGN. PROJECT NO. 03540 CEILING -e'-e" AFF~ UFFER DECK e!j'-3. AFF 6UFFL Y PUCT o ~ ~ ~ AIR Tf.IflaJ LOUVERED DOOR BY .Al'ltCHITECT. FLOAT SWITCH A&&Y WIRED TO 61-1JT OFF AHU .. CU (TOP OF 6TAND AT I-lEIGHT TO FROY1DE FULL. MAINT. ACCE&& TO AHU AND FULL. RE'T\.JR'oI 1l-IRiOI.IGH eoTTOM OF NoIJ. FIELD FAeRlCATED AHU &T AND. FLOOR~ 4 RESlDENTlAL AHU MOUNTING DETAIL NIB 2~4 TR.AN&ITION <MAX) ] --------- VOLLt1E DAMPER &FIN-IN FITTING WITH LOCKING TYPE VOLLt1E DAMPER -A FLEX PUCT ~ ROl.HD 6HEET METAL PUCT. IJ&E CLAMP TO .ATTACH FLEX PUCT& AND 6EAL. 6UPFORT PUCT EVERY FOUR FEET FROM &TRlCT\.IRE 8 DUCT DETAILS NIB III I: ~ l/;~. ll: I ~ 1 I, , ~ ~ ~ \ ~~. " 'v .r, 'I S 2005 1-' ,,\...);N,fj~f5~VElOPMEN~ \" " , '::: )r CLEARWATE~:...._. BPRC Submital: Date Plotted: May 18, 2005 Date Issued: JANUARY 10th, 2005 Revisions: &eL.DG DEPT COM'1ENT& 0&.18.0& M-50 1 03540 100% CONSTRUCTION DOCUMENTS r ~ 'i - \' Ii /, I !,'I.,i[,,-~ 1 i\OJ~q{OS Mechanical Details I FleER CANT ALL AIO<lI.ND ( MASTIC ( I ~/ 1 X ~ --7---- ,~~ ~, '''i '''l~ '>. ''''-'i '. ~\" ~ .~ ""i .''i "''I,,, "'", ~, V \ 60L T EXHAUST FAN DOl1N TO CUFe TH~ MAeTIC EXHAUST FAN " mil r IX II 8"MIN ~--~ ------- ~ ~ _,TION DUCT TO !=ULL SIZE or DAMPER SUFPLIED ~or FAN. ICD EXHAUST FAN DET~NrS ~ '~'>:.,,,,, ..~~, ..." 30" W MAX -\!" CONDENSING UNIT 1 I4EAT PlJMP UNIT CONDENSING UNIT :\ TIE DOl1N AT TWO OFF05ING COfOlNER5 5EE DET AIL. ~ ~IDE (4-) -22 G$A. I-IU~ICANE STRAPS 1-115" WIDE PER COND. UNIT AND ATTACI4ED PER STAND MANLF. 1'i!EG:l\JIREMENTS. ~66ER IN &l-lEAR I&oLATOR WELDED CONNECTION 1-1/2" 5CI-I 4-0 5TEEL PIPE. ~ " ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ~IGERANT PIPING (~IDE ROOF 5UFPORT) -- -~ / R1 ENTERPRI5ES-ALUM. I-IU~ICANE ROOF STANDE INSTALL PER MANLF. I'i!EQU II'i!EMENTS (ID CONDENSING UNIT STAND DETAIL COOLING COIL ~ NrS REMOVA6LE CLEANOJT PLUG I!::! ~2" - t ~ MINIMUM 2" FOR DRAW __ V TI-I~ UNITS. 0" FOR 6LOW TI-WiaJ UNITS. I ~ I- \ ~1-1/2 TIMES TOTAL 5Y5TEM 5TATIC (MINo 2" ON 6LOJJ TI-I~ \.NIT5) ~ MINIMUM 2" FOR DRAW TI-I~ \.NITS NOTES: 1. CONDEN5A TE PIPING SI-IALL 6E COFFER TYPE "L II IN MECI-IANCIAL CL05ET AND PYC IN WALL. @ COOLING COIL DRAIN TRAP DETAIL NTS Keyplan -I-IANCiIER !UPFOFi!TS: I" x 22 GA, DO NOT el.lPFOFi!T FFi!OM CEILING. ..r'....----^...~' --,........ ^^-~,- ~ INTEGFi!AL ~T DAMPER ~ \ c==> \ ./ I FAN r.... ......... ; "'., // J.....l ..n.................... ..n....... ~? L......... ~........ .......n u DI6COI'H:CT 8WITCI-I: FUFiiNI6I-II:D 6Y MECHANICAL CONiFi!ACiOR OR !=AN MAN\.FACT\JlIiieR CEILING I@ CEILING FAN DETAIL NrS FII'i!E 6A~IER I PA~ITION ~ LI pf NOTE & SLEEVE. NOTE 2 ",.. II .-./ ----- .-./ ~ v- DAMPER COLLAR EXTENSION / INTE~ PART or SLEEVE r-- - DAMPE~ NOTE I DUCT CONNECTION. NOTE 4- V &LEEvE. Nem; , PERIMETER ANGLE, NOTE 3 (NOT FAeTENED TO PARTITION) 6"MAX 4-. I@ FIRE DAMPER DETAIL NrS ________ EXTERIOR WALl.. f.:f ......... L l-lEAV'\"" 6Al.JGE GAl.. vANIZED 1:4 ~ r.l ~... CLOelJle A& IeGIJIIeD H ~: - FAN PANEl.. :.c;;........"........~ h:r----s ;"4 .....-" .J t~~~ _____ FAN ;, AIIli!fI..OW ~ '/ / / r J - 1/ = V ~ V V ;, 1:...--- ~] ~ M t--m ~B!.~...........T c.. fc, .~-::_ _____~_..r=. l-lEAV'\"" 6Al.JGE GAl..vANIZED a.OelJllilE N!J IlilEGlJIIlilED ~O.e..I4A GUAFi!D -~ b MOTOR ~ ,-I ~~ MOTOR 8llI"FO'FU &I..EEYE AND FNOTECTIYE GUAIIiiCD G91 WALL EXHAUST FAN DETAIL NrS ........................................................ ..........................~..............................................._........................... CEILIN6 <8'-"" _~ ^ UFFER DECK <"-" AFF ........._............_..._u............... _nn............_...n. ~............_..........._...............-...-.. ...-....-.............-..... ~ !UFPL Y DUCT PIPE ~ATI~~ II .TAn<LE".TEELcLAI1P~ ~ ~ 'I '. \/~~=~~"" 6UILT UP ROOFINCS~ \ WITH ~.::=::::~J-,~____L,_-_~_----~ ~ 'f1 ~". to <;f ~ Jd,.lt -\ ~ " <l d. ~ ) . , ./ .~ (/ . . , / _v_~..~~..._. _._.v;,..d._...._.___~__.....v...":it.........._. ........,.,; CONCI'i!ETe ROOF DECK -, 4 o ~ NOTE, ~TU~ AI~ TI-WiaJ LOJVEI'i!ED DOOR 6Y ARCI-I ITE CT. 10 ft !=LOAT euJITC14 A55'Y- WII'i!ED TO 5HUT 0Fi" AI4U . CU ~ (TOP or STAND AT I4EIGlHT TO ~IDE !=\.ILL MAINT. ACCE55 TO AI-IlJ AND !=ULL fi!ETU~ TI-l~ , 60TTOM or AI-IlJ. F'11- ./ FIELD FABRICATED -- AI4U STAND. ...-....................... ............................................... ....._.....7......................................................"....................,............... !=LOOR ~ I@ PIPE THROUGH ROOF DETAIL NrS @ RESIDENllAL AHU MOUNllNG DETAIL NrS - ROOFTOP EQUIPMENT r L I!=TING LUG I LOCK WA&l-lER~ I I O .'~'~/~ , l.'/.' ///0 3/8" 'XI~ WIRE v../ /'/.':" v;E' CA6LE ~' /'/ fmbZTl-llMeLE ~./ /;:~ tI} (Tjp-V NICO PRESS SLEEVE :/// -%' (TlP-2) /;~//;\ ~CLoeeDOR I l LOCK WA8l-IER UELDED 112" SS EYE 60L T TIIJ ROOFTOP EQUIPMENT ..J ~fi] '- _~/d K\\\\'t , 3/5" TI-I~ eOL T OR LAG; 60L T . 16" or::.. (TYP.-V '- CUFi!6 TOP RAIL OR WOOD NAILeR 2"X2"XI/5" ANGLE (!=\.ILL LENCSTI-I OF SIDE) CUFi!6 TOP AAIL OR WOOD NAILER METAL CUFe MeTAL CUFi!6 CABLE TIE DOWN ADDmONAL ANGLES FOR FLAT BOTTOM UNITS 20" TRANSITION (MAX) -r'\r- ~ ___ .....---- 02& D (4-" MINo PER SMACNA) / ..---- I'i!ECT ANGULAR DUCT / +1 __ ,-J ~VOLUME DAMPER -~ ...~ -4- r o '" '" ~ &FIN-IN !=ITTING WITI-I LOCKING TYPE YOLl.lMe DAMPER ~- _ FLEX DUCT OR ROUND 8l-IEET METAL DUCT. USE CLAMP TO ATT ACI-l !=LEX DUCTS AND SEAL. SUPPORT DUCT EVERY FOJR FEET FROM 5TRLlCTU~ 8) DUCT DETAILS NrS !=IRE 6A~IER ",!~~~" PARTITION OR .,,<~~ CI-lA6E""~!\l!;." ~ ~~~K:" ' I" MINo l "'~tJ::..; t.. ; TYPICAL DUCT L ':::.: "~'n.::::j ~ATION \ I .:;.....;;.;~ bL" ~~AMPER COLLAR EXTENSION __ ", INTE~ PART or 5LEEvE v1.HJVV1.HHJ VlJ\.Jl[lfJT II ill' i1 __ ./' "~"'~,. UL-ooo t. !=11'i!E DAMPE~ NO , DUCT CONNECTI;;: No ~ NOTE 6 SLEEVE. NOTE 2 ~=;:/l // " i ,r/// f(- , -- " ......."''''' "i"'~'i' t 18" MIN. Cl..EAIi I-lE IGl-lT REGlJIRED ISY CODE CONCI'i!ETE ROOF DECK __ ~ - :.::..:=.==--...no:=:...::..~.......l ~.........~~::......:~~::=..=.:_....;:_~~.. ..=.:.:~.....=.::..:::=~==:::::~~~~ SECURE TO ROOF '--STEEL PLATE - 4-" )( 1/4-" WITI-I (4-) 1/4-" I-IIL TI CONTRACTOR 5I-IALL PROYIDE !<:WIK eOLT "FAeTENERS COFi!ROSION RESISTANT PAPS WITI-I A MINIMUM or 2" eETU.eEN 6EARING PLATES EM6EDMENT. AND STRUCTURAL 5U65TRATE. '''''"''''" ~ t " ''''''~" I" MINo ; , "'<." ~{ "'~~ ~ 0.6. DAMPER; "" '''~~~\ ~" ~( ''-i.., _~/ , ~TUFi!N E - / ~':"~~~;),~ ", ' / ....c.';\'t--~ //.. ,."~~ /' ''''';'.", ~.., ",'" ....~ I T,1),,:.,. j r -~::;~~~"- II ''''~''), ~ ~~~~b ',,,"',,,,,, NOTES, -""'<1',,,,- ~.~). 1. 1"'3 I-IOU~ U.L. &&& CLASSIFIED CURTAIN TYPE~DAMPER . <.;~~~, 2. GLAVANIZED STEEL SLEEVE, GAUGE NOT LEes TI-lAN ~CTING DUCT. FASTEN SLEEve TO DAI'1f='ER !=RAME AND TO PERIMETER ANGLES. ..":~,~;~~",, 3. PERIMeTeR ANGLes: GALYANlzeD STEEL, NOT LESS TI-IAN l-1a~~J.~I/2" 14- ~E, TO ~IDE I INC14 MINIMUM oveRLAP or OPENING ON ALL 4- 5ID~~I"', BREAKAWAY DUCT CONNECTION: PER &MAGNA ST ANDAFi!DS AND UL L~~~ or DAMPER '~""';"'" s. PROYIDE 112" INCH CLEARANCE ON HEIG$HT AND WIDTI-I. !=ILL OPEN &PACE ~"";~~7i::., WITI-I p;eocK WOOL !=II'i!ESTOP !=leER ., :::'4;;: ;:'t~.. (75~'Ft&QfTOP EQUIPMENT TIE DOWN DETAIL NrS """'~''l:- ...... --, l ...m m \~~>.cJ 5LEEVE, NOTE 2 V ::::: ~2J' uU. (""'i~ .:::...~ PERIMETER ANGLE, NOTE 3 .- (NOT FASTENED TO PARTITION) '\ [\f\ f\ r\ f\ f\ ilJ\ fill\ A 1\ 1\ il (f (\ .', ACCE55 PANEL, NOTE & NOTES: I A VE~ICAL DAMPER IS SI-IOUN.I-IORIZONTAL DAMPER INSTALLATION IS SIMILAR FOLLOJJ DAMPER MANLFACTURER'5 IN6TRLlCTI0N5, INCLUDING FASTENER OPTIONS AND GAUGES FOR SLEEVE AND PERIMETE~ ANGLES. !=1fi!E DAMPERS MUST eE INSTALLED IN TI-lE PARTITION OR !=L~ NOT OJT81DE TI4E PA~TITION. Flfi!E DAMPER RATING 5I-IALL eE AT LEAeT 3/4- or TI4E RATING PA~ITION OR FLOOR. 1'i!Ef'E~ TO ARCI-I. DRAWINGS !=OR WALL AA TiNGe. 2 GsALYANIZED SLEEve: G$ALlGsE NOT LE55 TI-IAN CONNECTING DUCT OR DAMPE~ FRAME. FAeTEN SLEEve TO DAMPE~ FRAME AND TO PERIMETER ANGLES. 3 PERIMETER ANGLES, GALvANIZED STEEL. NOT LESS TI-IAN 1"'3" )( IV2" 14- GAUGE, TO PROVIDE 1 INCI-l MINIMUM oveRLAP or OPENING ON ALL 4- 51DE5. 4- 6fi!EAKAWAY DUCT CONNECTION: CON'T'RACTOR'S OPTION or TlPE5 5HOl1N IN &MAGNA LPDS. FIG. 2-13. SEAL JOINTS. & ACCES5 PANELS, SIZE AND LOCATION TO PEf:OMlT 5ERYICING TI-IE !=lJ516LE LINK OR LINK5. 6 PROvIDE v," INC14 CLeARANCE ON I4EIGI-lT AND WIDTI-I. !=ILL OPEN SPACE WITI-I ROcK WOOL FI~STOP FleeR I@ FIRE DAMPER DETAIL NT8 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A m...... 1111I1111I0111111I II':=- 011====1 meDiAnlCALmml\lllUI enGilneeFlnG 1111I. SOLUTIOns, 11I11I 1rlC. OIl "\.4e~ld.et)(" " _I'>t, q" '~~S> """. , H i"I" 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ... 5421 Beaumont Center Blvd" SUite 675, Tampa, R 33634 Ph. 813,886-9600 Fax 813.884-0046 Certificate #8304 Project # 2003580 (';:;I^),,-f,//.,^H.- ('(:;::::;;>j"""".'.".! """;:p7^./~?t6U#r,C.t>?1<" -i:~;?Ct:i!.k$C~'?<;:t Mark E. Awmillar. P.E. 53973 @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 ~ BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: ~. '\ 5'~] - ~ "" ~esidell~ tI ~~ ~ ~ ~~~d {f75~~ PROJECT NO. 03540 XREFS: 358o-TILB ~(C::U)(~~)SPllT SYSTEM AIR CONDmONING SCHEDULE AI~ ~ANDL.E~ CONDeNelNG UNIT MA~ MANUFACTU~~ MODEL. · .OF EAT TOTAL. SENSIBL.E J.4EA TER'SUFP. ~m SUFPL. .,... FAN OUTDOOR POUE~ FeEMAFa<e UNITS DBIU.6 COOL.ING (f16H) COOL.ING (MeI.V KW/5TEP VOL. T5~ SUFPL."'" CR1 OSA CR1 ESP I4P VOL. T5~ TEMPE~TURE 5EE~ MeA MOCP VOL. T5~ AWU-AI C~IER FA4AtD48 16.1/6"'.1 4\J!:) 39.6 511 212>811 1325 6Y IN=IL. "'.4 3/4 20811 41.5 45 2/D811 I'" 9S 2"'811 1,2,3 I-fP-AI C~IER 3S6YClZl48 11.5 3\J!:) 40 AI-U-A2 CARRIER FA4At2:l48 16.4/6"'.3 3tD.5 29J 511 212>811 1240 6Y IN=IL. 0.4 112 2(2:)811 41.5 45 2tD8/1 IS 9S 2/D811 1,2,3 ~-A2 C~IER 38eYCtZ>36 11.5 23.4 35 AWU-61 C~IER FA4AtD42 322/3(2:).8 322 3tD .8 511 212>811 12tDS 6Y IN=IL. 0.4 3/4 20811 48.5 se 2/D811 4 9S 2/D811 1,2,3 1-fP-61 C~IER 38eYCtZ>36 11.5 23.4 35 AI-U-62 C~IER FA4At2:l36 26.3124.9 26.3 24.9 511 2tD8/1 I~ 6Y IN=IL. "'.4 1/3 20811 392 4/D 2/D811 6 9S 2/D811 1,2,3 1-fP-62 C~IER 38eYCtZ>3tD 11.5 22 3t2') AWU-CI C~IER FA4AtD42 162/6"'.5 3t2') fI) 28.8 511 212>811 118& 6Y IN=IL. "'.4 3/4 2"'811 48.5 se 2/D811 2 9S 2/D811 1,2,3 I-fP-CI C~IER 38eYCtZ>36 11.5 23.4 35 AI-U-C2 C~IER FA4At2:l36 16.4/6"'.6 24.9 23.6 511 212>811 I~ 6Y IN=IL. "'.4 1/3 2(2:)811 392 4/D 2/D811 3 9S 2tD8/1 1,2,3 ~-C2 C~IER 38eYCtZ>3tD 11.5 22 3tD AI-lU-D C~IER FA4AfZ)60 15.6159.1 48f1) 41.3 511 212>811 181'" 6Y IN=IL. "'.4 3/4 2(2:)811 52 6'" 2tD8/1 I 9S 2/D811 1,2,3 ~-D C~IER 38eYQZ)6'" 11.5 41.5 60 AI-U-E C~IER FA4AfZ)60 15.8/60f1) 43.1 42.4 511 2tD8/1 169t?J 6Y IN=IL. "'.4 3/4 20811 52 60 2/D811 I 9S 2/D811 1,2,3 ~-E C~IER 38eYClZl48 11.5 31 40 AWU-FIA CARfitlER FA4AtD60 15.81S9.9 36 fI) 32JD 511 2tD8/1 14!;!; 6Y IN=IL. "'.4 3/4 2/D811 52 60 2tD8/1 I 9S 2/D811 1,2,3 I-fP-FIA C~IER 38eYClZl48 11.5 31 40 AI-lU-FI6 C~IER FA4AtD48 15.9159.8 24f1) 21.5 511 212>811 91'" 6Y IN=IL. "'.4 3/4 2"'811 41.5 40 2/D811 I 9S 2/D811 1,2,3 ~-F16 CARRIER 386YClZl48 11.5 31 4& AWU-F2A C~IER FA4At2:l36 15.8159.9 34JD 3tD JD 511 212>811 1315 6Y IN=IL. "'.4 3/4 2"'811 392 4/D 2/D811 3 9S 2/D811 1,2,3 1-fP-F2A CARRIER 386YCtZ>36 11.5 23.4 35 AWU-F26 CARRIER FA4At2'J42 15.9159.8 22.4 20.1 511 212>811 9t?)!; 6 Y Il'oFIL. "'.4 3/4 2"'811 48.5 se 2tD8/1 3 9S 2/D811 1,2,3 ~-F26 CARRIER 386YCtZ>42 11.5 3t2') .1 5e> AWU-GIA ~IER FA4At2'J.42 15.8159.9 33.5 29.8 511 212>811 ass 6Y Il'oFIL. "'.4 3/4 2(2:)811 48.5 5e> 2/D811 I 9S 2/D811 1,2,3 I-fP-GIA CARRIER 386YCtZ>42 11.5 22.3 35 AI-lU-G16 ~IER FA4Al?>36 15.9159.8 24.6 22.1 511 212>811 995 6 Y Il'oFI L. "'.4 3/4 2"'811 392 4/D 2/D811 I 9S 2/D811 1,2,3 ~-GI6 C~IER 386YCtZ>36 11.5 23.4 35 AWU-G2A CARRIER FA4At2'J.42 15.81S9.9 29.1 26.5 511 212>811 12/ZllZl 6Y IN=IL. "'.4 3/4 2(2:)811 48.5 se 2/D811 3 9S 2/D811 1,2,3 1-fP-G2A CAA!RIER 386YCtZ>42 11.5 3tD .1 5e> AI-lU-G26 CARRIER FA4At2:l36 15.9159.8 23.4 2\J!:) 511 212>811 945 6Y IN=IL. "'.4 3/4 2"'811 392 4/D 2/D811 3 9S 2/D811 1,2,3 ~-G26 CARfitlER 386YCtZ>36 11.5 23.4 35 AI-lJ-~1 C~IER FA4AfZ)6", 15.9159.9 4/D.1 38.9 511 2/D811 16/ZllZl BY IN=IL. "'.4 3/4 2"'811 se.3 6'" 2/D811 2 9S 2/D811 1,2,3 ~-~I CAA!RIER 38eYClZl48 11.5 31 40 AI-lU-~2 CARRIER FA4AtD48 15.9159.9 38.1 36.8 511 212>811 151'" 6Y IN=IL. "'.4 3/4 2/D811 41.5 40 2/D811 3 2/D811 1,2,3 1-fP-~2 CARRIER 38eYClZl48 9S 11.5 31 4& AI-lU-COM ~IER FA4AtD48 16.V6"'2 34.9 26.1 511 212>811 125e> 2/ZllZl "'.4 1/3 2(2:)811 48.5 se 2/D811 I 2/D811 1,2,3 I-fP-CM C~IER 38eYCtZ>42 9S 11.5 23.4 35 AI-U-E AAON V2-BI-2-56-3B2 I 93/18 136.5 69J 1"'12 212>8/3 11/ZllZl 11l2'tZ) "'.4 2 208/3 46 5e> 2/D8/3 9S 1'" 2/D8/3 4,5 CU-E AAON CA-13-2 - 56 AI-lU-W AAON V2-BI-2-56-3B2 I 93/18 136.5 69J 1"'12 212>8/3 11/ZllZl 11l2'tZ) "'.4 2 2(2:)8/3 46 se 2/D8/3 CA-13-2 95 1'" 2/D8/3 4,5 cu-w AAON - 56 AI-lU-EL FRIEDRIC14 f'1.U24C3E 2 etZ>/61 23f1) - - 212>811 65e> - "'.4 FRAC. 2"'811 IS 2'" 2/D811 MR24C3E 95 1"'.5 2'" 2/D811 4,5 CU-EL FRIEDRIC14 IS FTAC-I FRIEDRlC14 SL33J3tD 2 etZ>/61 33JD - - 2/D811 1lZ>0 - "'.5 FRAC. 2/D811 95 2'" 2/D811 4 9fI) IS l ~IDE AI4'S W1T~ SINGLE POINT AWU POUER FOR FAN MOTOR AND I-I:AT. 2. PROVIDE WI11-I"CLIMATOUCH" DIGITAL I-fEAT R.JI'1P THEf1ieMO&TAT ON IN&ULATED eu6eA&E. PROVIDE WIT~ ~ EFF. PLEATED FILTER AT AHU. 3. ~IDE W1T~ COASTAL CONSTFaJCTION ON CONDENSING COILS. 4. PROVIDE WI11-I DIGITAL TJ..IEfii!M05TAT WI11-I FAN-ON-AUTO, SYSTEM-OFF, COOL, AND !-IEAT WIT~ SU66A&E. PROVIDE W1T~ ~ EFF. PLEATED FILTEJIie AT AI-lU. 5. PROVIDE WI11-I FACOTRl" ~T GAS 6'YPA&& AND ~T GAS ~I-I:AT. MECHANICAL NOTES: IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. ALL WALL MOlNTED TI-fEfii!M05TATS AND/OR TS IrlEAATU~ 5EN&OR& &l-fALL BE INSTALLED AT AN ELEVATION OF 48" ABOVE FINI&l-fED FLOOR TO THE TOP UNLE&& 01l-lEFeWlSE NOTED ON DRAWINGS. LOCATION OF TI-I: WALL MOUNTED TI-I:R105TAT &l-fALL BE COORDINATED W1T~ OTf.IER TRADES FOR A NEAT APPEAAANCE. FINAL LOCATION OF TJ..IEfii!M05TAT &I-fALL 6E 5U6JECT TO TI-I: APPROVAL OF TI-fE ENGINEER OR ~IS ~~&ENTATIVE IN TI-fE FIELD. ALL 5UFPI.. YAIR DIFFUSEFi!& &l-fALL BE 4-WAY Tl-IROW UNLE&& OTHE~ISE NOTED. CONTRACTOR &l-fALL PAINT INSIDE EACH ~~ GRILLE'S PLENlM AND DUCT CONNECTION FLAT 6L.ACK TO CONCEAL ~CTION. COORDINATE AIR DEviCE LOCATIONS WIT~ LIGf-rr1NG FIXTUFi!ES AND FI~ SPRINKLER I-EADS. PRIOR TO INSTALLATION, TJ..IE CONTRACTOR 15 TO REFER TO TI-I: A~ITECTECTURAL.. ~ECTED CEILING PLAN FOR ACTUAL FINAL LOCATIONS OF AIR DEVICES. CONTRACTOR &l-fALL PROVIDE A COP"!'" OF TJ..IE TEST AND 6ALANCE ~PORT 6Y AN AA6C OR NE66 ACREDITED AGENCY. T~IS ~PORT MUST BE ~V1EUED AND APPROvED BY TI-fE ENGINEER PRIOR TO TI-fE FINAL INSPECTION. TI-fE CONTRACTOR MUST ALSO PROVIDE ALL ~PORTS ~QUI~D BY TI-E SFECIFICATION. ALL DUC~ MUST BE INSTALLED 6" AWAY ~ ANY FI~ RATED WALL TO FACILITATE INSPECTION. TJ..IE GENERAL CONTRACTOR IS ~&PON&I6LE FOR AU.. TRADES INSTALLATION SCHEDULES. FIXED ~ 5UCI4 AS DUC~ AND PLl.I16lNG &l-fAL.L BE INSTAU..ED PRIOR TO ANY TRADE ~ T~AT CAN 6E EASIL Y ~LOCATED OR OFFSET 5UCI4 AS ELECTRICAL CONDUITS, SMAL-L WATER LINES ETC. PENETRATIONS 11-1~ 5MOKE OR FI~-RATED A&&EMeLIES: PENETRATIONS FOR PIPES, CONDUITS OR OTJ..IER P\.JRP05ES ~ A&&EM6LIES (FLOORS,~, WAll.S, PARTITIONS, ETC'> WIT~ A ~QUI~D FI~ ~SISTANCE RATING &l-fALL BE SEALED TO TI-E PENETRATING MEMBER IN AN APPROVED t1AN'ER la4IC14 MAINTAINS THE ~QUI~D FI~ ~SISTANCE RATING OF TJ..IE A&5EM6L Y AS FOLLOWS: SUPPl.. Y, ~TU~, AND TRANSFER AIR DUCTS &l-fALL BE CON&TFi!LlCTED OF 1.5" 11-IICI< DUCT 6OA~ (EQUAL TO SCI-lILLER SUPE~UCT WIT~ ANTI-MIC~IAL COATING) AND COtoFOfOi!M WITJ.4 UL STANDA~S FOR SAFETY AIR DUCT, NO. 1&1, 1961 ESTAeLI&l-fED FOR CLA&& 1 AIR DUCTS. CON&TFi!LlCTION &l-fALL COMPLY WI11-I ~COM'1ENDATIONS AND DETAILS IN 5MACNA eULLETIN 15, LATEST ~vISION AND MANlFAC'TUFER'S fCECOM'1ENDATIONS. ALL JOINTS &l-fAL.L BE SECU~L Y TAPED WI11-I FASTON /D8\cZ) OR APPROVED EQUAL ~eetJRE 5EN&ITIVE TAPE. METAL TO FI6E~ ~CTIONS TO BE MADE USING 3" WIDE GLA&& FAeRlC TAPE WIT~ FOSTER 3tD/35 MASTIC OR EQUAL. SUPPORT DUCTS W1T~ IX2X1 22 GAlIGE MINIMUM ~LS AND STRAP OR 12-GAlIGE WI~ ~ BUILDING CON&TFaJCTION. 5U&PEND FROM JOISTS WI11-I BEAM CLAMPS. PROVIDE ~T DIPPED STEEL FASTENER.&, ~, ~S, STRAPS, TRIM AND ANGLES FOR SUPPORT OF DUC~ PROVIDE ADDITIONAL. DUC~ AND PIPING elJPFORTS ON 6011-1 SIDES AND WIT~IN 18" OF FI~ RATED WAll.. DUC~ OR PIPING &l-fAL.L NOT 6E 5UPF~ED FROM ANY FlfCE RATED WAL.L. FOR DUC~ PENETRATING ONE ~ FI~ RATED WALL, TI-E ENTI~ DUCT SYSTEM, TO BE CON&TFi!LlCTED PER 5MACNA STANDARDS WI11-I A MINIMUM OF 26 GA. STEEL DUCT AND &l-fAL.L CONTINUE IN TJ..IE ~ZONT AL DI~CTION WIT~ ANY GRILLE OR OPENING FOR NOT LE&& T~AN 5'-"''' ~ TI4E WALL AND DUCT &l-fALL NOT EXCEED 6QUA~ 1NC14 ~QUIREMelTS OF LOCAL CODE, OTJ..IE~ISE A FI~ DAMPER &l-fALL 6E PROVIDED. TU~ING VANES &I-fALL BE PROVIDED IN ALL SUPPl..Y DUCT ~CTANGULAR ELe0uJ6 WIT~ ANGLES BETUEEN 40 D~ES AND LE&& T~AN 9t?J DE~ES PER FIG. 2-5 OF TI-E eMACNA MANUAL. DUCT DIMENSIONS 5I-IOUN ON DRAWINGS A~ CLEAR INSIDE DIMENSIONS. MECI4ANICAL CONTRACTOR &l-fALL SIZE AND INSTALL REFRIGERANT PIPING PER MANlFACTU~R'S fCECOMMENDATIONS. fEFRlGERANT PIPING &l-fALL BE TYPE "K" COPPER WI11-I BRAZED JOINTS. APPI.. Y %" CLOSED CELL INSULATION ON cot IFfCE&&OR SUCTION LINE. DUC~ DIFFUSEFi!&, ~ISTEFi!&, ~ILLES, AND OTJ..IER ITEMS OF TI-E AIR ~ANDLING SYSTEM &l-fALL NOT BE el.IPPORTED BY TI4E CEILING OR CEILING eu&PEN&ION SYSTEM. UJ.E~ HOLES FOR PENE1'RATIONS ARE ~ lED CIRCULAR OR CORE-BORED, 1l-IE PENETRATION &l-fALL BE PROTECTED WIT~ FI~-5EAL eRAND 5MOKE AND FI~ STOP FITTINGS f"F6. 6Y O-Z GEDLEY, LIN<. SEAl.. eRAND BY TI-JlIo.IDER LINE OR AN EQUAL APPROVED 6Y ENGINEER UJ.IE~ HOLES FOR PENETRATIONS ARE IRREGU1..AR (NON-CIRCULAR> IN &l-lAPE, TI-E PENETRATION &l-fALL BE PROTECTED WIT~ DOW COfra\.IING 3-6548, SILICONE R1V FOAM, 3M FI~ 6A~ER PENETRATION SEAL SYSTEM OR AN EQUAL APPROVED BY TJ..IE ENGINEER FLEXIBLE AND RIGID ROUND DUCT TAKE-OFFS FOR DIFFU&ER.& &l-fALL 6E TJ..IE SAME SIZE AS DIFFUSER NECK. MAXIMJM FLEXIBLE DUCT LENGT~ &l-lALL BE 14'-"'". UNLE&& 0TI-E~15E NOTED, INSTALL DUC~ AS ~IGH AS PO&&IBLE, TIGHT TO 6OTTOM OF STFaJCTU~. COORDINATE DUCT ELEVATION WI11-I RAIN LEADEFi!&, WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL. CONDUITS. CONTRACTOR &l-fALL PROVIDE ALL 5UFPI..EMENT ARY STEEL ~QUI~D TO 5U&PEND MECl-lANICAL EQUIFMENT AND MATERIALS. ~IDE MANUAL OR AUTOMATIC DAMPEFi!& IN ALL OUTSIDE AIR DUCTS. PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT TI-E AIR ~ANDLING UNIT. INSULATE ALL CONDENSATE LINES W111-I112" T~ICK. CLOSED CELL FOAM INSULATION. AU.. MECl-lANICAL ~ &l-fALL MEET ALL TI-I: ~QUIREMENTS OF TI-E "2""'1 FLORIDA MECl-lANICAL CODE ". E Q. ('I) oj) O>@) ~L() :38 oC'l -0 E~ 1>- go ~~ /.. oc ~o ('1)-0 82 C'l.- /0 .:...;a:: Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A m"-~ ....... I R:::::t ...... ..... meo-t...ncA... .... EnGneeFlnG ... SCLUTIOf1S, .. n:.. 5421 Beaumont Center Blvd.. Suite 675, Tampa, FI 33634 Ph. 813.885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 Mark E. Awmiller. P.E. 53973 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND .ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION !NCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITlON OF SPACES AND ELEMENTS OF THE DESIGN, ffi EXHAUST FAN SCHEDULE MA~ MANUFACTURE~ MODEL. · TYPE CR1 E.e.P. I-lF VOL. TS~ 6DD D~lve ~MA~ EF-I COOK GC-120 CEILING 5e> "'.5 4BUJ 12"'11 YES DI~CT I EF-2 COOK GC-120 SIDEWAL.L 5e> 0.5 4BUJ 12"'11 YES DI~CT I EF-3 COOK 9t?JACE -D ~ 2lZ>0 "'.315 V8 12"'11 NO DI~CT 3,5 EF-4 COOK 2'" XLW ~ I~ "'.315 1/4 12"'11 NO DI~CT 2,6 EF-5 COOK 9lZ>ACE-D ~ 3fZIlZ) "'.315 V8 12"'11 NO DI~CT 3,5 EF-6 COOK 12"'ACE-D ~ 1se "'.315 V6 12"'11 NO DlfCECT 3,5 EF-1 COOK 135ACE-D ~ ~ "'.315 V6 12"'11 NO DlfCECT 3,5 EF-8 COOK 12"'ACE-D ~ 6lZ>0 "'.315 V6 12"'11 NO DI~CT ~& / EF-9 COOK 1"'ACE-D ~ 14/D "'.315 1120 12"'11 NO DI~( ~T 4,5,8 ) EF-\cZ) COOK IlZ>0ACE-D ~ 56'" "'.315 V8 12"'11 NO DI~1 T 4,5,8 ') EF-II COOK IlZ>0ACE-D ~ 1/ZllZl "'.315 V8 12"'11 NO DI~q 4, 5 ~ ( EF-12 COOK 9t?JACE-D ~ 3fZIlZ) "'.315 V8 12"'11 NO DI~CT ~ EF-13 COOK 9lZ>ACE-D ~ 125 "'.315 V8 12"'11 NO DIFi!E;cT 3,5~ EF-14 COOK IlZ>0ACE-D ~ 425 "'.315 V8 12"'11 NO DII~ CT 2,5 )& EF-1S COOK euJD-& ~ 14/D 0.125 FRAC. 12"'11 NO DI~'" ~ l INTER/..OCK WIT~ euJITC14 PROVIDED BY DIV. 16. 2. ~IDE WIT~ INTEGRAL DISCONNECT, I-EAY'Y GAlIGE WI~ MOTOR 5lJPPOFU AND FANGUA~. 3. PROVIDE WIT~ INTEGRAL DISCONNECT, ~ CURe, AND BlfI;!D SCREEN.. 4. FAN &l-fALL BE CAPABLE OF DAMP AI~LOW OPERATION WI11-I CORROSION ~SISTANT FASTENEFi!& AND CONSTFi!LlCTION. 5. FAN &l-fALL RJN CONTINLIOU&l. Y 6. PROVIDE WIT~ LINE VOLTAGE THEf1ieMO&TAT TO OPERATE FAN AT 8ft) DEG. F AND AeOVE (ADJ). 1. PROVIDE WI11-I FACTORY' eACKDRAFT DAMPER, SLEEVE, AND PLUGED DISCONNECT. 8. PROviDE WIT~ INTEGRAl.. DISCONNECT, ~ CURe, AND BI~ SC~EN. . (E!-) ("~) lOUVER SCHEDULE MA~ MANUFACTU~~ MODEL. · TYPE CR1 MAX6F L.XW '-FA D~INA6L.E REMAFa<e I.wA OAL-I ~ ELF315DXD INTAKE """" "'.11 24X3tD 51 YES 1,2 EL-I ~ ELF315DXD EX~AU5T 14/D "'.11 12XI2 51 YES 1,2 EL-2 ~ ELF315DXD EX~AU5T """" "'.II 24X3tD 51 YES 1,2 I. LOUVER &l-fALL BE MIAMI-DADE APPROVED ~ICANE LOUVER 2. PROVIDE K'Y'NAR FINI51-4 AND BI~5CREEN e GRillE, REGISTER, AND DIFFUSER SCHEDULE MA~ MANUFACTURE~ MODEL. · DE5C~IPTION FRAME FINISH MA TE~IAL. DAMPE~ REMARKS CD-I TITUS 3tDlZlFL SUPPl.. Y ~ACE la4ITE ALLt11NUM oeD I CD-2 TITUS TDC-AA SUPPl.. Y ~ACE W14ITE ALLt11NUM oeD I TG-I TITUS 35cZlFL TRANSFER ~ACE W14ITE AL.Lt11NUM - I FaG:-I TITUS 3~ ~~ ~ACE W14ITE ALLt11NUM - I 1. COORDINATE ALL DIFFUSER AND GRILLE LOCATIONS WIT~ A~ITECT PRIOR TO INSTALLATION. 2. PROVIDE WIT~ PLEATED FILTER.&. MECHANICAL SYMBOLS ~ 5UPPL Y rsJ ~TU~ OR TRANSFER ~ EXI-WJ&T -;J-- 3/4" DOOR UNDERCUT ~ EQUIPMENT M~ --' MANUAL BALANCING DAMPER CD T-STAT .-r sPIN-IN WlDAMPER '-..-/"' FLEX-DUCT &- FI~ DAMPER G+- PIPE DOU.N G+- PIPE UP CD CONDENSATE DRAIN GRILLE RUNOUT SCHEDULE G~IL.L.E Size FL.EX DUCT SIze 14><6 \cZ)"", 12><6 &"0 8><6 6"'" 0) 'II \ ^ ~< "('101:' . I 1 ',.,r~ ..., II '1 I' \1" . ,.'~' ill! ! :-', ..~'i\jiiTCrOE:\1ELOPMEN1 : i', ' " : '''. Of: ClEARWATEr:._.. ' ~......-....--.....--- BPRC Submital: Date Plotted: May 18, 2005 Date Issued: JANUARY lOth,2OO5 Revisions: &BLDG DEFT COMMENTS tDS.l8.tDS M-60 1 03540 f'i ~'01'i \ . / I I" . l! vWv . ~- 1 . 6('010 ~ 100% CONSTRUCTION DOCUMENTS Mechanical Schedules ~(C:U)<~~)SPLIT SYSTEM AIR CONDITIONING SCHEDULE Ar~ l-1ANDLE~ CONDENSING UNIT MA~ MANUFACTUFCEfiii! MODEL .. .. OF EAT TOTAL SENSIBLE !-lEA TEFiVSUFF. !-IT~ SUFFL Y FAN OUTDOO~ FOWE~ FCEMA~ UNITe D61UJ6 COOL ING: (M61-V COOLING: (M6l-1) KW/STEP VOL T5~ 5UFFL Y CFM 05A CFM E5P I-IF VOL T5~ TEMFE~TURE eEE~ MCA MOCP VOL T5~ A~U-AI CA~IE~ FA4A048 16.1/6tZ>.1 41.tZ> 3906 5/1 208/1 1.325 6Y INFIL. tZ>.4 .3/4 208/1 4L5 45 2tZ>8/1 ltZ> 2tZ>8/1 I, 2, .3 ~P-AI CA~IE~ 386YCtZ>4a 95 11.5 31.tZ> 45 A~U-A2 CA~~IE~ FA4A048 16.4/60.3 3tZ> .5 29.1 5/1 2tZ>8/1 1245 6Y INFIL. tZ>.4 1/2 208/1 41.5 45 2 tZ>8/1 15 2 tZ>8/1 1, 2, .3 ~P-A2 CA~~IE~ 386YCtZ>.36 95 11.5 2.3.4 .35 A~U-61 CA~~IE~ FA4~42 32.2/3008 .32.2 3tZ>o8 5/1 2tZ>8/1 12tZ>5 6Y INFIL tZ>.4 3/4 208/1 4a.5 5tZ> 2 tZ>8/1 4 2 tZ>8/1 1, 2, .3 ~P-61 CA~IE~ 386YCtZ>.36 95 11.5 2.3.4 .35 AHU-62 \~~~IE~ FA4A036 26.3/24.9 26.3 24.9 5/1 2tZ>8/1 1090 6Y INFIL. tZ>.4 1/3 208/1 39.2 4tZ> 2 tZ>8/1 6 2 tZ>8/1 1, 2, .3 ~P-62 " A~IE~ 386YCtZ>.3tZ> 95 11.5 22 30 A~U-CI :C:EF< FA4A042 16.2/6tZ>.5 .3tZ> .tZ> 2808 5/1 2 tZ>8/1 1185 6Y INFIL. tZ>.4 3/4 208/1 4a.5 5tZ> 2 tZ>8/1 d IE~ 2 2 tZ>8/1 1, 2, .3 ~P-CI 386YCtZ>.36 95 11.5 2.3.4 .35 A~U-C2 ~F< FA4AtZ>36 16.4/6tZ>..6 24.9 2306 5/1 2 tZ>8/1 1090 6Y INFIL. tZ>.4 1/3 208/1 39.2 4tZ> 2 tZ>8/1 3 95 2 tZ>8/1 1, 2, .3 ~P-C2 CA~ ~ 386YCtZ>.3tZ> 11.5 22 30 A~U-D CAF<F<I~~ FA4A06tZ> 1506/S9.1 4a.tZ> 41.3 5/1 2 tZ>8/1 181tZ> 6Y INFIL tZ>.4 3/4 2 tZ>8/1 52 6tZ> 2 tZ>8/1 1 95 2 tZ>8/1 1, 2, .3 ~P-D CA~IE~ 386YCtZ>6tZ> 11.5 41.5 60 AHU-E CA~IE~ '~A060 15.8/6tZ>JD 4.3.1 42.4 5/1 2 tZ>8/1 1690 6Y INFIL. tZ>.4 3/4 208/1 52 6tZ> 2 tZ>8/1 1 95 2 tZ>8/1 1, 2, .3 ~P-E CA~IE~ YCtZ>4a 11.5 31 45 AHU-FIA CA~IE~ ~ 1508/S9.9 .36JD 32.tZ> 5/1 2 tZ>8/1 1455 6Y INFIL. tZ>.4 3/4 208/1 52 6tZ> 2 tZ>8/1 1 95 2 tZ>8/1 1, 2, .3 HP-F1A CA~IE~ 11.5 31 45 A~U-FI6 CA~IE~ FA4A048 ".~ ~ 15.9/S908 24JD 21.5 5/1 2 tZ>8/1 91tZ> 6Y INFIL tZ>.4 3/4 208/1 41.5 45 2 tZ>8/1 95 11.5 45 2 tZ>8/1 1, 2, .3 HP-F16 CA~IE~ 386YCtZ>4a 31 AHU-F2A CA~IE~ FA4AtZ>36 3~ 1508/S9.9 34.tZ> 30.tZ> 5/1 2tZ>8/1 1315 6Y INFIL. tZ>.4 3/4 208/1 39.2 4tZ> 2 tZ>8/1 ~ 95 11.5 .35 2 tZ>8/1 1, 2, .3 ~P-F2A CA~~IE~ 386YCtZ>36 23.4 AHU-F26 CA~~IE~ FA4A042 15~ 22.4 20.1 5/1 2tZ>8/1 905 6Y INFIL. tZ>.4 3/4 208/1 4a.5 5tZ> 2 tZ>8/1 .3 95 2 tZ>8/1 1, 2, .3 ~P-F26 CA~IE~ 386YCtZ>42 11.5 3tZ>.1 5tZ> A~U-6IA CA~IE~ FA4A042 1508/S9.9 ,5 2908 5/1 2tZ>8/1 1355 6Y INFIL. tZ>.4 3/4 208/1 4a.5 5tZ> 2 tZ>8/1 1 2 tZ>8/1 1, 2, .3 ~P-61A CA~IE~ 386YCtZ>42 95 11.5 22.3 35 AHU-616 CA~IE~ FA4A036 15.9/5908 24~ 22.1 5/1 2 tZ>8/1 995 6Y INFIL. tZ>.4 3/4 208/1 39.2 4tZ> 2 tZ>8/1 1 95 2 tZ>8/1 1, 2, .3 HP-616 CA~IE~ 386YCtZ>.36 11.5 23.4 .35 AHU-62A CA~IE~ FA4A042 1508/S9.9 29.l ~u 5/1 2 tZ>8/1 12tZ>0 6Y INFIL tZ>.4 3/4 208/1 48.5 5tZ> 2 tZ>8/1 3 95 2tZ>8/1 I, 2, .3 ~P-62A CA~IE~ 386YCtZ>42 11.5 30.1 5tZ> A~U-626 CA~IE~ FA4A036 15.9/S908 23.4 2, 5/1 2 tZ>8/1 945 6Y INFIL. tZ>.4 3/4 2tZ>8/1 39.2 4tZ> 2tZ>8/1 3 95 2tZ>8/1 1, 2, .3 ~P-626 CA~IE~ 386YCtZ>.36 11.5 2.3.4 .35 AHU-Hl CA~IE~ FA4A060 15.9/S9.9 40.1 .38.9 ~ 2 tZ>8/1 16 tZ>tZ> 6Y INFIL. tZ>.4 3/4 208/1 5tZ>.3 6tZ> 2tZ>8/1 2 95 2tZ>8/1 I, 2, .3 ~P-Hl CA~IE~ 386YCtZ>4a 11.5 31 45 A~U-H2 CA~~IE~ FA4AtZ>48 15.9/S9.9 .38.1 .3608 511~ 2 tZ>8/1 1510 6Y INFIL. tZ>.4 3/4 208/1 41.5 45 2tZ>8/1 3 " 95 2tZ>8/1 1,2,3 ~P-~2 CA~IE~ .386YCtZ>4a 11.5 31 45 A~U-COM CA~IE~ FA4A048 16.1/6tZ>.2 .34.9 26.1 5/1 2tZ>~ 1250 2 tZ>tZ> tZ>.4 1/3 208/1 4a.5 5tZ> 2tZ>8/1 1 "'" 95 2 tZ>8/1 1,2,3 ~P-CM CA~~IE~ 386YCtZ>42 11.5 23.4 .35 AHU-E AAON V2-61-2-S6-362 1 '3.3/18 1.36.5 69.1 ltZ>/2 2tZ>8/3 , 110tZ> tZ>.4 2 2tZ>8/3 46 5tZ> 208/3 95 10 208/3 4,5 CU-E AAON CA-l.3-2 - 56 AHU-W AAON V2-61-2-S6-362 1 '3.3/18 136.5 69.1 ltZ>/2 2tZ>8/3 l1tZ>tZ> '" " tZ>.4 2 2tZ>8/3 46 5tZ> 208/3 CA-13-2 95 10 208/3 4,5 CU-W AAON - 56 A~U-EL FRIED~ICH MW24C.3E 2 8tZ>/61 23JD - - 208/1 65tZ> - ...-t.... "'. tZ>.4 F~C. 208/1 15 2tZ> 2 tZ>8/1 MR24C.3E ~, 95 1tZ> .5 2tZ> :2 tZ>8/1 4,5 CU-EL ~IED~ICH 15 FT AC-l F~IED~ICH SL3.3J.3tZ> 2 etZ>/61 3.3 .tZ> - - 2tZ>8/1 1 tZ>tZ> - tZ>.5 " I~ 2tZ>8/1 95 2tZ> 2tZ>8/1 4 9.tZ> 15 .... ......, L PROVIDE Al-I'S WIT~ SI~LE POINT A~U POWE~ FOR FAN MOTOR AND HEAT. 2. PROViDE WIT~ "CLIMATOUCH" DI61TAL ~EAT PUMP THE~OSTAT ON IN5ULATED SU66A5E. PROVIDE WITH 3tZ>% EFF. PLEATED FIL TE~ AT A~U. .3. PROVIDE WIT~ COASTAL CONSTFalCTION ON CONDENSI~ COILS. 4. PROVIDE WfT~ DI61TAL THEFa'10STAT WITH FAN-ON-AUTO, SYSTEM-OFT, COOL, AND HEAT WITH SU66ASE. ~OVIDE WITI4 3tZ>% EFF. PLEATED FIL TE~ AT AHU. 5. PROVIDE WIT~ FACOTrrr I-IOT 6AS 6YPASS AND ~OT 6AS ~EI4EAT. ~ '" MECHANICAL NOTES: IN 6ENE~L, PLANS AND DIA6RAMS ARE 5Cl-IEMATIC ONLY AND SHOULD NOT 6E SCALED. ALL WALL MOUNTED T~EFa'10STATS AND/O~ TEMPE~ATURE SEN50R5 SI4ALL 6E INSTALLED AT AN ELEvATION OF 48" A60vE I=INISl4ED I=LOO~ TO TI4E TOP UNLess OTHe~lee NOTeD ON DAAWIN65. LOCATION OF TI4E WALL MOUNTED THEfO!M05TAT 5HALL 6e COORDINATED WITH OTHE~ TRADE5 FO~ A NEAT APPEARANCE. FINAL LOCATION OF TI4E~05TAT 5~ALL 6E 5U6JeCT TO THe APPROvAL OF THE E~INE:e~ O~ HIS ~~SENTATIVE IN THE I=IELD. ALL SUFFL Y AI~ DIfFU5ERS S~ALL 6E 4-WAY T~~ UNLESS OT~E~ISE NOTED. CONTAACTO~ SHALL PAINT INSIDe eACH ReTURN GlRILLe'S PLeNUM AND DUCT CONNECTION FLAT 6LACK TO CONCEAL CONNECTION. COORDINATE AI~ DEVICE LOCATIONS WIT~ LI6HTI~ FIXTUReS AND FiRe S~INKLE~ !-lEADS. ~IOR TO INSTALLATION, T!-IE CONT~CTO~ IS TO Rel=e~ TO THE AFO!CHITECTECTUAAL ReI=LeCTED cErLI~ PLAN I=~ ACTUAL FINAL LOCATIONe OF AI~ DEVICE5. CONT~CTO~ SHALL PROVIDE A COPY OF THe TEST AND 6ALANCE RePORT 6Y AN AAeC O~ NE66 ACFO!EDfTED A6ENCY. T~r5 FO!EFORT MU5T 6E ~vrEWED AND APPROVED 6Y T~E ENGrlNEE~ FRIOR TO THE FINAL INSPECTION. T~E CONTAACTO~ MU5T AL50 PROVIDE ALL RePORTS FO!EQUlReD 6Y THe SPEC II=ICAT ION. ALL DUCTWORK. MU5T 6E IN5TALLED 6" AWAY FROM ANY FI~E RATED WALL TO FACILITATE IN5PECTlON. THe 6ENeAAL CONTRACT~ IS ReSPONSI6LE!=OR ALL TRADES INSTALLATION SC~EDULES. FIXED WOfii!K 5UC~ AS DUCTUJOl'OK AND PLUM61NG Sl4ALL 6E IN5T ALLED P~IO~ TO ANY TRADE WORK. T~AT CAN 6E EA51L Y RELOCATED O~ OFF5ET euc~ A5 ELECTRICAL CONDUITS, SMALL WATe~ LINES eTC. PENETRATIONS T~ROLlGI~ SMOI<E ~ FIRE-~TED A5SEM6L1ES: PENETRATIONS F~ PIPES, CONDUITS O~ OT~ER RJRPOSES TH~O~ ASSEM6LIES (FLOORS, ROOF, WALLS, PARTITIONS, ETCJ WITH A REQUIRED FIRE RE51STANCE RATI~ S~ALL 6E SEALED TO THE P!:NE:TAATING MeM6E~ IN AN APPROVED MANNE~ WHICH MAINTAINS THe ReQUIRED I=IRE RE515TANCE RATING.: OF THE A55EM6L Y A5 FOLLOwe: SUFFL Y, RETURN, AND TRAN5FE~ AI~ DUCTS' LL 6E CONSTFalCTED OF 1.5" T~ICK DUCT 60ARD (EQUAL TO 5CHULLER SUPERDUCT WITI4' TI-MICR06IAL COATING) AND CONFO~ WIT~ UL STANDARDS FO~ SAFETY AI~ DUCT, NO. 18t, 1 ESTA6LISHED FOR CLASS I AIR DUCTS. CONST~CTION SHALL COMPL Y WIT~ ReCOMME TIONS AND DETAILS IN et1ACNA 6ULLETIN 15, LATE5T FO!EVI51ON AND MANUFACTURER'5 FO!EC NDATl0N5. ALL JOINT5 5HALL 6E 5ECUFO!EL Y TAPED WITH FA5TON 081tZ> O~ APP~O QUAL ~55URE SENSITIVE TAPE. MeTAL TO 1=113I:~ASS CONNECTIONS TO 6E MA SI~ 3" WIDE 6LASS FA6~IC TAPE WIT~ F05TER 3tZ>135 MA5TIC O~ EQUAL. euPPORT DUCT T~ lX2Xl 22 6.All6E MINIMUM CHANNEL5 AND STRAP O~ 12-6AOOE WIRE FROM 6UILDIN6 CONS TION. SUSP!:ND I=ROM JOISTS WITH 6EAM CLAMPS. PROViDE I-IOT DIPPED STEEL I=A5 eRe, ANCHOR5, RODS, STAAPS, TRIM AND ANGILES FOR SUPPORT OF DUCTWOFi!K. PROViDe ADDITIONAL DUCTWORK. AND PIPI~ SUFFORTS ON 60T~ SIDES AND WIT~IN 18" FIRE RATED WALL. DUCTUJOfii!K OR PIPI~ SHALL NOT 6E SUFF~TED FROM ANY FIFO!E RATED WALL FOR DUCTWOfii!K PENETRATI~ ONE 140UR FIRE RATED WALL, THE ENTIRE DUCT 5Y5TEM, TO 6E CON5TFWCTED PE~ SMACNA 5T ANDAFeDS WIT~ A MINIMUM OF 26 6A STEEL DUCT AND S~ALL CONTINUE IN TI4E I-IO~IZONTAL DIReCTION WITHOUT ANY 6~ILLE ~ OPENING: I=O~ NOT LESS T~AN &'-tZ>" FROM TI4E WALL AND DUCT SI4ALL NOT EXCEED SQUAFO!E INCI4 FO!EQUlREMENT5 OF LOCAL CODE, OTI4E~I5E A FI~ DAMPE~ 5HALL BE PROVIDED. TURNI~ VANE5 SHALL 131: PROVIDED IN ALL 5UFFL"( DUCT ~CT A~ULA~ EL60we WITH ANGLES 6ETWEEN 45 DE6ReES AND LESS THAN 9tZ> DE6FO!EeS FE~ F16. 2 -5 OF TI4E eMACNA MANUAL. DUCT DIMENSIONS SI-IOUN ON DAAWING:5 ARe CLEA~ INSIDE DiMeNSIONS. MECHANICAL CONTRACTO~ SHALL SIZE AND INSTALL REFRI6E~NT PIPING PE~ MANUFACTUFO!E~'S ReCOMMENDATIONS. REF~IGERANT PIPING SHALL 6E TYFE "K" coFPE~ WITI4 6RAZED JOINTS. APPLY *" CLOSED CELL INSULATION ON COM~S5OR 5UCTION LINE. DUCTWOfii!K, DIFFUSERS, REGISTERS, GlRILLES, AND OTI4E~ ITEMS OF T~E AI~ HANDLI~ SYSTEM S~ALL NOT 6E SUF'FORTED 6Y T~E CEILING OR CEILIN6 SU5FENSION SY5TEM. WHERe HOLES FOR P!:NE:TAATIONS AFO!E FO~ED CI~ULA~ O~ ~-60ReD, T~E Fl:NeT~ATION S~ALL 6E PROTECTED WITH I=IRe-SEAL 6RAND et101<E AND I=IRe STOP FITTI~S MFG:. 6Y O-Z 6EDLEY, LINK SEAL 6RAND 6Y T~UNDE~ LINE OR AN EQUAL APPROVED 6Y ENGrINEER. WHERE ~OLES FOR PENETAATIONS AFO!E IRFO!EGRJLAR (NON-CIRCULA~) IN SHAPE, T!-IE Fl:NETRATION 5~ALL 6E PROTECTED WITH DOW CORNIN6 3-6&48, 51LICONE RTV FOAM,.3M I=IRE 6A~~IE~ PENETAATION SEAL SYSTEM ~ AN EQUAL APPROVED 6Y THE ENGINEER FLEXI6LE AND ~161D ROUND DUCT TAKE-OFFS FO~ DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSE~ NECK. MAXIMUM I=LeXI6Le DUCT LEN6T~ 5l-4ALL 6e 14'-tZ>". UNLE55 OT~ERWI5E NOTED, INSTALL DUCTWOfii!K A5 HIGI4 A5 POSSI6LE, TlGI4T TO 60TTOM OF 5TRLlCTURE. COORDINATE DUCT ELEVATION WIT~ AAIN LEADER5, WATER PIPI~, SANITA~Y DRAIN5 AND MAJO~ ELECTRICAL CONDUITS. CONTRACTOR S~ALL PROVIDE ALL SUF'FLEMENT ARY 5TEEL REQUIRED TO euSPEND MECHANICAL EQUrFMENT AND MATE~IAL5. PROVIDE MANUAL OR AUTOMATIC DAMPERS IN ALL OUTSIDE AIR DUCTS. PROViDE A TAAP IN ALL CONDENSATE PIPING LOCATED AT TI4E AI~ ~ANDLING UNIT. IN5ULATE ALL CONDENeATE LINE5 WIT~ 112" THICK CL05ED CELL FOAM INSULATION. ALL MEC~ANICAL WOFCK SHALL MEET ALL THE FO!EQUIFCEMENTS OF THE "2tZ>tZ>1 FLO~IDA MECHANICAL CODE". Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A m~"- 1'1.1'11'11'11'1. 11c:::a 1'111111 meOiAnlCAL IIIlUIIIIUIIIIII enGlneeFlnG lII1ll11Jl. SCLUTIOns, e. Inc. III 5421 Beaumont Center Blvd" SuiTe 675, Tampa, R 33634 Ph. 813.885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 Mark E. Awmiller. P.E. 53973 <Cl2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF 1990THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 ~ EXHAUST FAN SCHEDULE MA~ MANUFACTUFCE~ MODEL · TYFE CFM E.5P. !-IP VOL Te~ 6.D.D D~lvE FCEMA~ 1:1=-1 COOK 6C-12tZ> CEILI~ 51Zl tZ>.5 48UJ 12tZ>/l YES DiReCT I EF-2 COOK 6C -12tZ> 51DEWALL 5tZ> tZ>.5 48UJ 12tZ>/l YES DiReCT I eF-3 COOK 9tZ>ACE-D ROOF 2tZ>1Zl 1Zl.315 1/8 12 tZ>/1 NO DiReCT 3,5 1:1=-4- COOK 2tZ> XLW PROP 1tZ:ltZ>tZ> tZ>.315 1/4 12 tZ>/1 NO DIReCT 2,6 EF-5 COOK 9tZ>ACE - D ROOF 3tZ>tZ> tZ>.315 1/8 12tZ>/1 NO DIReCT 3,5 EF-6 COOK 12tZ>ACE-D ROOF 15tZ> tZ>.315 1/6 12tZ>/l NO DiReCT 3,5 EF-1 COOK 1.35ACE-D ROOF ltZ>tZ>tZ> tZ>.315 1/6 12tZ>/l NO DIRECT 3,5 1:1=-8 COOK 12tZ>ACE-D ROOF 6 tZ>tZ> tZ>.315 1/6 12tZ>/l NO DIRECT 3,5 EF-9 COOK 1tZ>ACE-D ROOF 14tZ> tZ>.315 1/2tZ> 12tZ>/l NO DiReCT 3,4,5 EI=-ItZ> COOK ltZ>tZ>ACE-D ROOF 561Zl tZ>.315 1/8 12tZ>/l NO DiReCT 3,4,5 EI=-l1 COOK ltZ>tZ>ACE-D ROOF 1 tZ>tZ> tZ>.315 1/8 12tZ>/l NO DiReCT 3,4,5 EI= -12 COOK 9tZ>ACE-D ROOF 3tZ>tZ> tZ>.315 1/8 12tZ>/1 NO DiReCT 3,5 1:1=-13 COOK 9IZlACE-D ROOF 125 1Zl.315 1/8 12tZ>/l NO DiReCT .3,5 EF-14 COOK ltZ>IZlACE-D ROOF 425 tZ>.315 1/8 12 tZ>/l NO DiReCT 2,6 EF-15 COOK 5WO-8 PROP 14tZ> tZ>.125 FAAC. 12 tZ>/l NO DiReCT 6, l L INTeRLOCK WITI4 SWITCH PROViDED 6Y Dlv. 16. 2. PROVIDE WITH INTE6RAL DISCONNECT, l-IEAVY 6AU6E WIRE MOTO~ SUFFO~T AND FANGRJARD. .3. PROVIDE WIT~ INTE6RAL DI5CONNECT, ROOF CURB, AND 61RD 5CREEN. . 4. FAN 5HALL 6E CAPA6LE OF DAMP AI~LOW OPERATION WIT~ CO~5ION FO!E515TANT FA5TENERe AND CON5TFalCTION. 5. FAN SHALL f'iaJN CONTINUOUSLY 6. PROVIDE WITH LINE VOLTAG:E THEFO!MOSTAT TO OPERATE FAN AT 8cZ) DE6. F AND A60VE (ADJ). 1. PROviDE WIT~ I=ACTORY 6ACKDRAFT DAMPER. SLEEVE, AND PLU6ED DISCONNECT. E!B (O~L) LOUVER SCHEDULE MA~ MANUFACTUFCER MODEL .. TYPE CFM MAX6P LXW %FA D~INABLE REMA~5 1.w.G:. OAL-l RUSKIN ELF.315DXD INTAKE ltZ>tZ>tZ> tZ>.I1 24>G0 S1 YES I, 2 EL-l RUSKIN ELF.3l5DXD EX~AU5T 14tZ> tZ>.11 12X12 51 YES I, 2 EL-2 RUSKIN ELF.315DXD EX~AUST ltZ>tZ>tZ> tZ>.I1 24X3tZ> 51 YES I, 2 1. LOUVER SHALL 6E MIAMI-DADE AF'FROVED HU~ICANE LOUVER 2. PROVIDE KYNAR FINISH AND 6IRD5CFO!EEN 8 GRilLE, REGISTER, AND DIFFUSER SCHEDULE MARK MANUFACTURE~ MODEL .. DE5CRIPTION FRAME FINI5l-1 MATE~IAL DAMPER FCEMARK5 CD-l TITUS 3tZ>tZ>FL SUFFL Y SU~ACE WHITE ALUMINUM 06D 1 CD-2 TITUS TDC-AA SUFFL Y SU~ACE WHITE ALUMINUM 06D 1 T6-1 TITUS 35tZ>FL TRANSFER SU~ACE WHITE ALUMINUM - 1 ~-I TITUS 35tZ>FL FO!ETURN SU~ACE WHITE ALUMINUM - 1 L COORDINATE ALL DIFFU5E~ AND 6RILLE LOCATION5 WITH AFO!C~ITECT PRIO~ TO INSTALLATION. 2. PROViDe WITH PLEATED FIL TER5. MECHANICAL SYMBOLS ~ SUPPL Y ~ RETURN ~ TRAN5FE~ ~ EX~AueT --u-- 3/4" DOO~ UNDERCUT ~ EQUIPMENT MAfii!K ---.J MANUAL 6ALANCIN6 DAMPE~ CD T-5TAT SPIN-IN W/DAMPE~ GRILLE RUNOUT SCHEDULE G:~ILLE SIZE FLEX DUCT 51ZE 14X6 12X6 8X6 ltZ>"tZ> 8"tZ> 6"tZ> ~ c+- PIP!: Dou.N G+- PIPE UP CD CONDENSATE DRAIN S.1 d cz. "',1..:';,', tn., ,-.;.;;1) , )<, C"~.. ~ ~~ ~ , "'" ~ BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: -6C11 \. '\ l 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 / \\\~f C~~"k",d @5~~ ROOF ROOF -- GALvANIZED .. -- GAL v ANIZED .. SEALED DUCT SEALED DUCT DUCT UF IN DUCT UF IN CENTER OF CENTER OF FiSCT ANGULAR FiSCT ANGULAR DUCT DUCT 6th FLOOR 6th FLOOR SEALED 611e> SEALED 611e> ROUND EXHAUST ROUND EXHAUST DUCT. DUCT. &th FLOOR ( SEAL DUCT !;th FLOOR ( SEAL DUCT FENETRA TION WITH FENETRA TION WITH ~ CAULK MIN. y"'1I ~ CAULK MIN. y"'1I THICKNESO OF FILL THICKNESO OF FILL MATERIAL FLUS14 WITH MATERIAL FLUSH WITH TOF SU~ACE OF TOF SU~ACE OF DUC~ EQUAL DUC~ EQUAL TO 3M CF-2SW6 TO 3M CF-2SW6 4th FLOOR MEETING U.L. W-L-l(Z)lZ>l 4th FLOOR MEETING U.L. W-L-l(Z)lZ>l COMPLIANCE. COMPLIANCE. XREFS: 358O-TTlB 2nd FLOOR 3rd FLOOR 2e>e> CR1 2nd FLOOR Se> CR1 · ELBOW 211 (MINJ INTO DUCT YFJ 3rd FLOOR lSe> CR1 · EL60W 211 (MINJ F INTO DUCT TYFJ ----- ST AINLESO STEEL GRILLE, EDG-l ----- ST AINLESO STEEL GRILLE, EDG-l CDEF-3 TOILET EXHAUST RISER NOT TO SCALE 0EF-5 TOILET EXHAUST RISER NOT TO SCALE ROOF ROOF ROOF -- GALvANIZED .. -- GALVANIZED .. -- GAL v ANIZED .. SEALED DUCT SEALED DUCT SEALED DUCT DUCT UF IN DUCTUFIN DUCTUFIN CENTER OF CENTER OF CENTER OF FiSCT ANGULAR FiSCT ANGULAR FiSCT ANGULAR DUCT 2(!)(1) CR1 DUCT DUCT 6th FLOOR 6th FLOOR 6th FLOOR SEALED 611e> SEALED 611e> SEALED bile> ROUND EXHAUST ROUND EXHAUST ROUND EXHAUST DUCT. DUCT. DUCT. &th FLOOR ( SEAL DUCT !;th FLOOR ( 2(!)(1) CR1 SEAL DUCT &th FLOOR ( SEAL DUCT FENETRA TION WITH FENETRA TION WITH FENETRA TION WITH ~ CAULK MIN. y"'1I ~ CAULK MIN. y"'1I ~ CAULK MIN. y"'1I THICKNESO OF FILL THICKNESS OF FILL THICKNESS OF FILL MATERIAL FLUSH WITH MATERIAL FLUSH WITH MATERIAL FLUSH WITH TOP SU~ACE OF TOF SU~ACE OF TOF SU~ACE OF DUC~ EQUAL DUCTWO~ EQUAL DUC~ EQUAL TO 3M CF-2SW6 TO 3M CF-2SW6 TO 3M CF-2SW6 4th FLOOR MEETING U.L. W-L-l(!)(1)l 4th FLOOR 2e>e> CR1 MEETING U.L. W-L-l(!)(1)l 4th FLOOR 1(Z)lZ> CR1 MEETING U.L. W-L-l(!)(1)l COMFLIANCE. COMFLIANCE. · EL60W COMPLIANCE. II (MINJ F INTO DUCT 811e> (TYFJ YF.) 2nd FLOOR 3rd FLOOR 2nd FLOOR 3rd FLOOR 2(!)(1) CR1 2nd FLOOR 2Se> CR1 3rd FLOOR · ELBOW 211 (MINJ F INTO DUCT TYFJ ----- STAINLESS STEEL GRILLE, EDG-l ----- STAINLESS STEEL GRILLE, EDG-l ----- ST AINLESO STEEL GRILLE, EDG-l 0EF-6 TOILET EXHAUST RISER NOT TO SCALE (J)EF-7 TOILET EXHAUST RISER NOT TO SCALE @EF-8 TOILET EXHAUST RISER NOT TO SCALE ~D~~d ~:U~~ ( \, ( I . "'.'.t. .~~ I j~ll~ f~tJ Date Plotted: May 18, 2005 Date Issued: JANUARY 10th, 2005 , ~ . Keyplan BPRC Submital: I 'l_JOI.\. 03540 E Q. 01 Ll) O>@) ~Ll) .-:8 ON 0- E~ 01 >- 000 ~~ /.. ac :}SO f'>\J 82 01- /0 -'-10::: WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 m ....... I-~ ...... ~~ ..... mecHA"ICA... .... en:;neeRU'lG ... SCLUTIOf"lS, .. nc.. ~esideq<:."; t/I ~~ ~ ~ 100% CONSTRUCTION DOCUMENTS Revisions: &eLDG DEPT COM'1ENT60&.1&4>& Mechanical Exhaust Riser Plan 5421 Beaumont Cent'" Blvd,. Suite 675. Tampa, A 33634 Ph.813.885-96oo Fax 813.884-0045 Certificate #8304 Project # 2003580 M-90 1 Mark E. Awmiller. P.E. 53973 @2OO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENIT AND COMPOSmON OF SPACES AND ELEMENTS OF TlHE DESIGN. PROJECT NO. 03540 ROOF ROOF - GALvANIZED .. - GAL VANIZED .. 5EALED DUCT 5EALED DUCT ~ X DUCT UP IN (1) ~ X DUCT UP IN ( CENTER OF (1) CENTER OF RECTANGULAR RECTANGULAR DUCT S(!) CFM DUCT 6th FLOOR 6th FLOOR 5EALED 611(!) 5EALED 611(!) \ ROUND EXl-4AU5T ROUND EXl-4AU5T DUCT. DUCT. lS(!) CFM ;r- 5EAL DUCT 5th FLOOR ( S(!) CFM 5EAL DUCT PENETRATION WITl-4 PENETRATION WITl-4 ~ CAULK MIN. 1411 ~ CAULK MIN. 1411 Tl-4ICKNE55 OF FILL Tl-4ICKNE55 OF FILL MA TERIAL FLU5l-4 WITl-4 MATERIAL FLU5l-4 WITl-4 TOP 5URFACE OF TOP SURFACE OF DUCTWORK. EQUAL DUCTWORK. EQUAL TO 3M CP-2SWB TO 3M CP-2SWB 4th FLOOR MEETING U.L. W-L-l(!)(!)l 4th FLOOR S(!) CFM MEETING U.L. W-L-l(!)(!)l COMPLIANCE. COMPL lANCE. 2nd FLOOR 2(!)(!) CFM S(!) CFM SII(!) (TYP) 3rd FLOOR lS(!) CFM S(!)"ELBOW 2211 (MIN) UP INTO DUCT (TYPJ 3rd FLOOR S(!) CFM S(!)"ELBOW 2211 (MIN) UP INTO DUCT (TYP) 2nd FLOOR ~ 5T AINLE55 STEEL GRILLE, EDG-I ~ 5T AINLE55 5TEEL GRILLE, EDG-l CDE~~lrOILET EXHAUST RISER 0E~~s~OILET EXHAUST RISER ROOF ROOF -- GALVANIZED .. -- GAL VANIZED .. -- ....//....,'.... "../'." GALVANIZED .. 5EALED DUCT ./ ....... 5EALED DUCT SEALED DUCT ~ ~ X DUCT UP IN DUCT UP IN X DUCT UP IN ~ CENTER OF CENTER OF ~ CENTER OF RECTANGULAR RECTANGULAR RECTANGULAR lS(!) CFM DUCT DUCT DUCT 6th FLOOR 6th FLOOR 6th FLOOR SEALED 611(!) 5EALED 611(!) 5EALED 611(!) ROUND EXl-4AU5 T ROUND EXl-4AU5T ROUND EXl-4AU5T DUCT. DUCT. DUCT. 4th FLOOR ~ STAINLE55 5TEEL GRILLE, EDG-l 5th FLOOR ( 5th FLOOR ( 5th FLOOR ( lS(!) CFM 5EAL DUCT PENETRATION WITl-4 CAULK MIN. 1411 Tl-4ICKNE5S OF FILL MATERIAL FLU5l-4 WITl-4 TOP SURFACE OF DUCTWORK. EQUAL TO 3M CP-2SWB MEETING U.L. W-L-l(!)(!)l COMPLIANCE. SEAL DUCT NETRA TION WITl-4 CA MIN. 1411 Tl-4IC S OF FILL MATERIAG,., USl-4 WITl-4 TOP SURFAC DUCTWORK. EQU TO 3M CP-2SWB MEETING U.L. W-L-I(!)(!)l COMPLIANCE. 2(!)(!) CFM 1(!)(!) CFM SEAL DUCT PENETRATION WITl-4 CAULK MIN. 1411 Tl-4ICKNESS OF FILL MATERIAL FLUSl-4 WITl-4 TOP SURFACE OF DUCTWORK. EQUAL TO 3M CP-2SWB MEETING U.L. W-L-l(!)(!)l COMPLIANCE. ~ ~ ~ lS(!) CFM 2(!)(!) CFM 4th FLOOR 4th FLOOR 611(!) (TYPJ S(!)" ELBOW 2211 (MIN) UP INTO DUCT (TyP) ~OR " \~" >"-'" 3rd FLOOR lS(!) CFM S(!)"ELBOW 2211 (MIN) UP INTO DUCT (TYP.) 3rd FLOOR 2(!)(!) CFM S(!)" ELBOW 2211 (MIN) UP INTO DUCT (TYP) '~ 2S(!) CFM '''" lS(!) CFM 2nd FLOOR 2 (!)(!) CFM 2nd FLOOR 2nd FLOOR '""'-- ST AINLE5S STEEL GRILLE, EDG-l ~ STAINL'e STEEL GRILLE, EDG-l 0E~~ lrOILET EXHAUST RISER @E~:~ lrOILET EXHAUST RISER 6 EF-8 TOILET EXHAUST RISER NOT TO SCALE m~~ 11I11I11I11I11I11I11I 111:::t 11I==1=1 I1lEO-IAnlCAL 811I811I enGlneeFllnG 811I11I sa..UTIOns, 11I11I Inc:. IJI 5421 Beaumont Center Blvd" SUite 675, Temp.. R 33634 Ph. 813.886,9600 Fax 813.884-0046 Certificate #8304 Project # 2003580 Mark E. Awmillar, P.E, 53973 BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ~\~~ ~~~ '''*',', ' "","", %old 4qI., "",'. .\~""^_. ~'", f('. ...,"~),',l:\,,' 11;;0' \~, ~ );# ~ . ,. 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 .....,?);.wow.. ",..,.^~,.,..- , ,"..'.'.",);'.'..'.... ("j ",/ , ....:::>::~,:)1 ,..__../;;,;/. :. _.,,-~,,/"~:<: -<:": ' :.' .':'_ .~,-' :-,/:-~- """,,: (w(~'9' ",';';'. .,' ,,<t."'. -,:'-., , .,' "Y~ .. ,.. .",%7!tcu4e~7,,(';:t' ~'N"'. e~~M:JC~?<~ @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 ~. r~, "I' I;; 03540 100% CONSTRUCTION DOCU -9Q1 \ '\ XREFS: 358o-mB ROOF 6 TI4 FLOOR &TI4 FLOOR 4T14 FLOOR 3Rt) FLOOR 2ND FLOOR{ Q X Q Q X Q Q X Q Q X Q ...- Q)E~~2::PICAl DRYER EXHAUST RISER SEAL DUCT PENETRATION \ TO MAINTAIN FIRE RATING '\ ~ 0EF-12 TRASH ROOM EXHAUST RISER NOT TO SCH.E GALVANIZED .. 5EALED DUCT DUCT UP IN CENTER OF RECTANGULAR DUCT 5EALED 4"(2) ROUND EXI4AU6T DUCT SLOPED eACKTODFnCR Keyplan ROOF ROOF -- GALVANIZED .. -- GALVANIZED .. 5EALED DUCT 5EALED DUCT DUCT UP IN DUCT UP IN CENTER OF CENTER OF 6 TI4 FLOOR RECTANGULAR 6 TI4 FLOOR RECTANGULAR DUCT DUCT 5EALED 4"(2) AL DUCT 5EALED 4"(2) ROUND EXI4AU6T ETRATION \ ROLND EXI4AU6T DUCT SLOPED 10 MAINTAIN DUCT SLOPED eACKTODFnCR IRE RATING eACKTODFnCR &TI-I FLOOR{ 14(2) CFM &TI-I FLOOR ( 14(2) CFM ;r- ~ ~ 4T14 FLOOR 3Rt) FLOOR 2ND FLOOR ,.,..,-"' E Q. 01 ll) m@ ~ll) .0 NO 001 0- E~ 1:>- go ~~ / .. o c ffiO ("1)"0 82 01..... /0 .:;a:: ----- STAINLESS STEEL GRILLE, EDG-1 4T14 FLOOR 3~ FLOOR CFM 2ND FLOOR ------- STAINLESS STEEL GRILLE, EDG-1 ------- STAINLESS STEEL GRILLE, EDG-1 (ll~~~TYPICAl DRYER EXHAUST RISER Gi~~~TYPICAl DRYER EXHAUST RISER 0EF-13 TOilET EXHAUST RISER NOT TO SCH.E @EF-14 TOilET EXHAUST RISER NOT TO SCH.E ~-u W ~i , \\~ \ \ I \ Mi~Y ! 5 2005 I' ; PLL\N~,IIf'K.: & OEVEIJ PMEN1:': tif , : CfT"( Of CLEARWATEP ,,--, " BPRC Submital: Date Plotted: May 18, 2005 Date Issued: JANUARY 10th, 2005 100% Revisions: Mec &eL.DG DEPT COt'NENT& 0&J&.0& 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS PA m"'~ ....... I R::::t ...... ..... mea-tA"ICA.. .... EncsneeFlncs ... SCLUTIOnS... Inc.. 5421 Beaumont Center Blvd,. Suite 675, Tampa, A 33634 Ph. 813.885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 Mark E, Awmiller. P.E. 53973 f! I CONSTRUCTION DOCUMENTS ~esidellt": (tI ~~ ~ ~ I I I , '\ ' ' L : U'i . I \. I ''!l ('( :----'" n, V \ &V~L, ~- c;'r~r Ot( hanical Exhaust Riser Plan 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 M1785 5365 E Cty Hwy 3O-A, Suite 108 Seogrove Beoch, FL 32459 Phone 850-231-2057 Fax 850-231-3553 M-902 ~~d ~:UOff-6 PROJECT NO. 03540 @2OO3THESEPLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF T1HE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN !oS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT is NOT LIMITED TO THE OVERAll FO~M AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENITS OF THE DESIGN. ...~ 5EAL DUCT" FENETRATION \"~ TO MAINTAIN' FI~ RATING \ >2'< / "'~ "I"", "- .... ,.,. , ~, ,""'" '~" '. ~." " ""-" "'..... .... " ,." '!, ~, .., '~, ., '''''', '" , "" ""', "- ~, -'" '" " " ''''~, . .I>:~" "- ." "'""., "... ''-.''t ROOF ~ X ~ 6 TI-4 FLOOR \ ~ \.. X 51 TI-4 ~~QOR ~ ~" '!:\ ',~~~ 4T1-4 FLOOR ~ X ~ 3Rt? FLOOR 2ND FLOOR( ~ ~ 5TAINLE55 5TEEL GRILLE, EDG-l - Q)E~~ 5~PICAL DRYER EXHAUST RISER ROOF 6 TI-4 FLOOR ~ ~ STI-4 FLOOR 4T1-4 FLOOR ~ ~ 3rd FLOOR 2nd FLOOR let FLOOR { ~ 10"lZ) SEAL DUCT T~N5ITION AI~ TIGll-lT. T~5l-l Cl-lUTE DOO~ (TYPICAL) 0E~~~TRASH ROOM EXHAUST RISER Keyplan GAL vANIZED . 5EALED DUCT DUCT UF IN CENTER OF RECT ANGULAR DUCT 5EALED 4"(Z) ROUND EX1-4AU5T DUCT 5LOFED 6ACK TO DRYER 4T1-4 FLOOR 3Rt? FLOOR 2ND FLOOR 14(z) CFM ~(Z). EL60W 22" (MIN) UF INTO DUCT (TYF) 4"(Z) (TYF) N X ~ ~ ST AINLE5S 5TEEL GRILLE, EDG-l 0E~~~TYPICAL DRYER EXHAUST RISER ROOF (1) X (1) 6th FLOOR StZl CFM Slh FLOOR ( 4th FLOOR StZl CFM S"(Z) (TYF) (1) X (1) StZl CFM ~(Z). EL60W 22" (MIN) UF INTO DUCT (TYF) 3rd FLOOR 2nd FLOOR ~ 5T AINLE55 5TEEL GRILLE, EDG-l @E~ ~ ~TOILET EXHAUST RISER WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. - 4T1-4 FLOOR ~(Z). EL60W 22" (MIN) UF INTO DUCT (TYF) 3Rt? FLOOR 14tZl CFM 4"tZl (TYF) 2ND FLOOR ~ 5TAINLE5S 5TEEL GRILLE, EDG-l 0E~~~TYPICAL DRYER EXHAUST RISER ROOF ~ ~ (TYF) ~ ~ StZl CFM (TYF) ( " \ " SiZ> CFM . ~"'. '>--- SEAL DUCT X~ FENETRATION WITI-4 ~ "~~ CAULK MIN.~" ~~"'" T1-41CKNE55 OF FILL "'t~~TERIAL FLU51-4 WITI-4 T6~,QURFACE OF DUCTlDb~ EQUAL TO 3M CF:'~ MEETING U.L. uJ;:;1t..j(Z)tZll COMFLlANCE.'~""''''.... ~'~, ,>~."", ,~, ~.~ .~" "l: ~~, , <~, 3rd FLOOR ...~ l' GALVANIZED. 5EALED DUCT ~ X ~ DUCT UF IN CENTER OF RECT ANGULAR DUCT rbth FLOOR 5EALED (b"(Z) ROUND EX1-4AU5T DUCT. Slh FLOOR ( 4th FLOOR lS(Z) CFM ~tZl. EL60W 22" (MIN) UF INTO DUCT (TYF) 2nd FLOOR 5EAL DUCT FENETRATION WITI-4 CAULK MIN.~" T1-41CKNE55 OF FILL MATERIAL FLU51-4 WITI-4 TOF SURFACE OF DUCTWORK. EQUAL TO 3M CF-2SW6 MEETING U.L. W-L-ltZltZll COMFL lANCE. ( \ / ~ 6 EF-14 TOilET EXHAUST RISER NOT TO SCALE m..... ........... II'::=>> .11111 mecHAnlC:AL ..IIIIIIIIIUI enGineeRinG ..11IIII11IIII SOLUTIOns. II" Inc:. III 4" ,,",,,,,,,,sicieh, "\.4""'" ",< ~(", , f:4 ~, "'Sy ,~ ~, , """ 5421 Beaumont Center Blvd.. Su'te 675, Tampa, FI 33634 Ph. 813.885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 C:)I~~<"<^<~~'t '..' ,i " '.'., , '(C:;,;~j~':",}, ',",,' 4 :7,/& :ll1f:tff;g; <:Z ,~<:~ '!f<<"..,7 (f.#t<:;w;jc~?'1f;,' Merk E, Awmiller. P.E. 53973 PROJECT NO. 03540 I \CbV) ,\\\ GALVANIZED. 5EALED DUCT DUCT UF IN CENTER OF RECT ANGULAR DUCT 5EALED (b"tZl ROUND EX1-4AU5T DUCT. BPRC Submital: Date Plotted: JAN UARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 '<:,~, ::~\ -9Q2 '\ w ~@ ~ ~@ w~ FaOOF 6th FLOOFa 6th FLOOFa @ 5th FLOOFa ALL CONDEN5ATE PIPIN~ IN MEC~ANICAL CL05ET5 15 TO 6E TYPE ilL II FLENUM ~TED COFFER VEFaTICAL CONDEN5ATE Fal5EFa 5~ALL 6E 5C~ 4lZ> FVC. ~FRIGE~NT PIPING 3rd FLOOFa " " " 6" pvC PIPE SLEEVE . It.....--2-112" PYC PIPE SLEEVE 11 A ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::T~:::::::::::::::::::::::::::::" :::.... ::::... :::... ::::::::::::::::::: :::::~~:::::::::::::::::::::::::::::::::::::::::::::: 6th FLOOR !II, :: 2" CD It " " y-i: 2-112" PVC PIPE SLEEVE " , l:...~...._~._..~_~ ,_._......_..._..._.. Sth FLOOR i: 2" CD " !! y-ii 2-112" PYC PIPE SLEEVE " : L_~~...~....~._~ 4th FLOOR ~ 2" VTR 5th FLOOFa ........................................................................................................................................................................................ tT~~._.~.-~ :: i' 2" CD ROOF @ 4th FLOOFa 4th FLOOFa 2 -112" PVC PIPE SLEEve 2" CD 3rd FLOOR .-....-....-.-..--'1-......-. 1: 2 -112" PVC PIPE SLEEve _.._._...._.._11...._....-...-.-.. I " 1\ 2-112" PVC PIPE SLEEve , %-2-112" PVC PIPE SLEEve =:::::::::::::::::::::::::::::::::::::::::]i:::::::::::::===- = =v= 3rd FLOOR ,I ti 2-112" PVC PIPE SLEEVE ': %- 2-112" PYC PIPE sLEeve ===:==----=--====...~-=::..-==::===:=:==.::::....n .~..===:::::==:=== 2nd FLOOR @ 0 2nd FLOOR 2nd FLOOR CO 2" CD ~ ~ FVC 50L VENT :2" l.UELDED C~ECK VALVE @ MECHANICAL SECTION - TYPICAL FOR EACH UNIT IFal5ER DIAGAAM 15 TYFICAL FOFa EAC~ !UNIT. 5L1~~T MODIFICATION5 IN ROUTIN~ AND FLOOR OFF5ET5 MI~~T 6E REQUIRED TO MEET CEILING ~EI~~T REQUIREMENT5. ~ TIE CONDEN5ATE INTO VERTICAL 5TORM LINE. REFER TO FLUM61NG FOR CONTINUATION. (TYF) .................................................................................n...................................................................................................... CD REFRIGERANT AND CONDENSATE PIPING ISOMETRIC NOT TO SCALE (':)~~~:~i"^^~~~,", ',' ," ,(f::jZ~';, ',',", ,',',,', ~ ~~~'ff7,fCUe" ~z rei' ~...w... ~7>1.N)C~'?<: \'\ \ \ \ \ \ / \\ \~>J \ BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A m.....- 1lli1lli1lli1lli1J!lll1lli1J!lll II-=~ -11111 meCHAniCAL 1II1J!l11111111 enGineeRinG IIIIJ!l11I11 SOLUTIOns, _II Inc:. _ 5421 Beaumont Center Blvd.. SUite 675. Tampa, FI 33634 Ph. 813,885-9600 Fa" 813.884-0045 Certificate #8304 Project # 2003580 Merk E. Awmi"er. P.E 53973 ~~ ",,~sid, e...., \.4;,.,..~'''' .. <> ' ... e\ ~l '>;$'> ..:; ~ ~ """'," ::;- ~''"(- 1 00% CONSTRUCTION DOCUMENTS Mechanical Exhaust Riser Plan 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 M-903 i!!l2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 XREFS: fiB A_FPl o o o o o o o o 0 o o o o B:OQ === === 4" B:OQ = ---- E 0.. -() o o o o ." '" DOlIN 4" '" DOlIN ." '" DOlIN 4" '" DOlIN 4" '" DOlIN '" '" DOlIN ." ." fg2 ~ c.4TCI-I eA6N----- C1V1LENGItEEFt o = == = === = = = o ." 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Inc.. 5421 Beaumont Center Blvd,. Suite 675, Tampa, R 33634 Ph. 813.885-9600 Fax 813.884-0045 Certificate "8304 Project # 2003580 Mark E. Awmiller. P.E. 53973 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A. Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2OO3 THESE FLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT 1$ NOT llMlTED TO THE OVERAll FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, I 40' '11'1 I ,- .' .: ". t II' ,11' H jr i "J) '_J ~J J l; 200~' '~ I ! I ! , ;'..l.Ni\i\tj() ~ OEVElOPME~"r . ..,.. ::c.~ OF gL.EARW~l1.,-,..". .. 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"<s> ..c' .~ ~ ~ .\;; ~~.~ ~ \~ BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 (';~;') ",(;//':# [F..'...',.',(.~,;~~~,'.'".::,',',,#. :,}=.'...,..1C ''"''.',.,.....',,..'',.:,'..',,<',.'-'''',.L- ". :'"""'",.".f ',N~'7;-"#?#c.r6~(.c.t-"':y;~'(;, ,. '. '...' "',_-:'>'#:"''[1 '''J ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND Kr-~OWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF J 990 THE PROTECTION INCLUDES BUT IS NOT liMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 , 9 t \ \ \ \ I l \ \ i i 9 ~ i 1 \ \ ' \ i \ \ ~.~..._._^'1r' \ __._._.__._.--e..~'-"~'_. . ..k_.&---.....-- .. ~\ {" ".,----/-----'-,... \ /,_---.1 \ --// \ \ ......".... \ ,~// ,..z o 1 t i i ; i 0/) ? 09 94' . I I I ' 1---- --0 - --- j-L . ----- .0--- -- -ll....... ....... ...... ...... ... ..... ...0.. ....... ........ ........ .... -Ll-- ...... Keyplan I\~ ~-<.. ~o WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO AS AMENDED DECEMBER 1990 AHD KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES NJD ELEMENTS OF THE DESIGN. J'ff /. //;;:/'ff /~cf/ ./d'P'" ;;?"' " / .,/'.//~ /~ ~//-:;'", ",...."'" ......: ,rr~::,r "... "../~... ,/ ..-/ ..""",r"" / / // // "' ,/ :/;> : ~/ .~ '" ~ ',' --...::'" ,', (-::},^'::.., .', " " ',., '-,'., ',', "'''', '. '~'" ,>, .~ " ~. ",-, ''>A. ", '-~,-" -::: " '-,:---" , " ,,~... '" "'"'''''' '~~," "'"'~ I / / II \ "\ 1\ \ : \ ,I !"lfli " , , J ! j. \\ \ ,,---- . 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" "., 1) 03540 1 00% CONSTRUCTION DOCUMENTS P - 1 03 XREFS: TTLB AJP3 A FP2 A RP ............................................... i /~.n::l C:J r ~ 1/1;; ! 1''':,;--'" ' ~.} I "'7/) i l. , I I I I i i I l \ \ ~ --~~~ (~~~~\:~;~ \\\~\\\~ "\ \ \ ' ~ \ , " '\ 1\ , '\'<- O~ ~ mn.m....T(:rmn._mnmnmmnmT:::=:i-.n..m.m.mmmm..m..T::=c i i i i I i i I [' DOMESTIC WATE~ 600eTE~ FUMP DOMESTIC WATE~ EXPANSION TANK n..J~. :--"':"...... CD LEVEL 2 - RESIDENTIAL UNITS ~- . 0' 4' 16' I 32' E n. (0") O)~: ~ ?)) .....c ~[) ...1.8 (,') (""l 0..6 I~ ~c: v'Jq f') /"" '" o c: tgO (0') ~o >2 (I) _..,1' +- ("J .*.. ./''''' () .:..; tL Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, m~~ l!!IIll!!!l!!IIll!!llllll!!llll!!! 11c:::::t 1111111 meC:HAnlC:A...IIIiIIIIIlIIUIIIJl enGneeFllnG IIIiIIl!!!lII!IJ SOLUTIOns, III!!! Inc:. II 5421 Beaumont CenTer Blvd,. Suite 675, Tampa. FI 33634 Ph. 813.885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 Mark E. Awmillar. P.E. 53973 4"-1 d ~ ~:4e:W", '...:Q )." C" t:iI (/) 't$. '5' , 4.i, i"'\" r::..;lt/~</.^^.~~ ','" ",/ ,/(e:72~-::i" , "',' '.,",',,' ....' 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'cS' ~ ~ t"t Keyplan q) G.: ~ ()) , t{'" 'f (j -<to 0('-' 0..6 ,...._,1 l^"'""" ~5 ~S .~~~ /"" " C ~.. ~ ci ~:5 ~c< r--' Q:r ~~-" -+- N .~u /0 ....; Ii: 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 r"~;'t/!<<'^^.~ ", ,,' ",/ ," ,<. ,(C:;;2'-'}", ."',,' ,,",','.. ,,-~'7"'t:71(;U.ett:'~j#<it" ~__7 t:'~if)~'t:jc,~)iTe' @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES Al<D ELEMENTS OF THE DESIGN. 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CHANCEY & ASSOCIATES ARCHITECTS P A Keyplan 100% CONSTRUCTION DOCUMENTS ~esideQ~ 1I ~~ P ~ l\W~ ~ I~!(fj 0lLf) 3 '0' 'D~ -00 '0 C!;0l "";'00 (L ~ 1:>- ~o ~~ /.. oc ~O (V)'D 82 0l -+- /0 -'-1n:: 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 P-106 ~~~ @7!.:U~ PROJECT NO. 03540 <Cl2OO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COFYRIGHT PROTECTION AS AND '"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECnJRAL WORKS COFYRIGHT PROTECTION ACT OF 1990 THE PROTlECTION INCLUDES BLIT IS NOT LIMITED TO THE OVERALL FORM AS WB.l AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND EUEMENTS OF THE DESIGN. \' ! i ---~---X-// I',<;;:x;:::~m----- ~ /// l ----------.--_.._____ /.____/---- ,------______ __------'--/- I -------------______ -- __----_.----'- , ----7:;-------m Ii ,i __ ___ _ /" ' __ i -- -- I -.. - - / I .. - _, // ''''''' i ,,/ A II ~, ~~'- /.,' /" ~'~'!;1--- ,-"~''3l::---- "-'~''"-----! //'~ !: I ' /' "---.. i /"'" ~ ~~'- ~' _----- "",--- ---. ---"'", / ''-~, :i I ! ; // II""""" i / 6" OYEfiifLOLU', ",~ ~/ ""',~---. /.--- ~""" /"--- '-,~~ // 4" .BI2.:.l "'~ !, . 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CHANCEY & ASSOCIATES ARCHITECTS P A ',1' ,";->>s>id€~h ,,4~' ""'"' "<':'><4 -It "S~ 4: H \-v ~. \0, 0 ~~~~ , ~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ....;~ (:?k11;;<:Ut71t#/i*~<~ ~ '2003 THESE PLANS ARE COFYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 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Awmiller, P.E 53973 (;%Jesi d t;~t1, ,'):.,' 'C"4 iZt ' ~'S} .c ~' 100% CONSTRUCTION DOCUMENTS Keyplon ru;,;:)/,,"/^,..,^M'- (f::'" ',,:77/;:#'?c,'t.~UZ;t<;~.;f<';c'/! ~:~~C7~:k~f';'~?;(9 P -402 ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 I i I i ~ _____j I I I i ! , : 1....-....1 : ~...._. . "hhhhh::::::.~::;U"'UU"'" ) ,....., / I I .,~". I , ! i 1::11 = : : : ~:::,I" F~uu: ,u!"""'" ;' ". .,""'"""" I "- "- . --''''''n I :u, r::;ul .-......1 ! J : ", / ' E=] , 1 l' i 5" VTFl i ~ II ,... I i ....~/"" 1- I F--=~j~=]-l:t=t:9I. ;==~ll~ )=l' -~---:-----:::;;r------------~::::~] \ : I /5" VTR ~i I I l.~ L. .......... 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P.E 53973 BPRC $ubmital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A , =id.,..,. '\,1....e"-"'" 't'l;t:::" '. ~'4 l" ,,< n ~( t,~~ ~ ~ rl' ~~ L";~:;;l."f;~://"~~ " <<-;::;21'\ . .j7'~/t-,/'l<U-€re;r#';c~tt ';:::.:7 e;e<."kJe!~C0 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 A A A A A C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OFTHE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 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CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEM&ER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 mE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 4' m"'~ UllillUlliUlliUlliUllill 11~:t Ullillll: meoiAnlC:AL IUIIIUIUIIi enGineeRinG UlliIllUlli SOLUTIOns. Ullill inC:. UIIi 5421 Beaumont Center Blvd" Suite 675, rampa, R 33634 Ph. 813.886-9600 Fax 813.884-0046 Cartif,cate #8304 Project # 2003580 Mark E. Awmiller, P,E, 53973 <, ';'* est d (0}Q ".4 ' "t'~ i$; . <.$} 4:; , ~ f'I' ./ ,/",/'" -~~j _,(f,.','"',.,.,,(,.,,.,,:,..',',,",~,^,,"::::;;tL.;'""?,'"".L,'..~,.,.'.,'~,., 1#':;".":""''''.,::,':',',.<<.,,,.,,,7'',/....,,',3 ^2:?'l1f'~,tztt1'$.'r<;e; " :;7 ..., "",,; ";;r'" PROJECT NO. 03540 ~ BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: / ,,'\ ~ 03540 100% CONSTRUCTION DOCUMENTS P -404 '-,_ ! .E:..4.E:..4 /~.--,_J ! i "'" . ./ i: . / I I ~ ~ I I I . J t : : . l. . l.. ' t J .' . C t .E.:J 3" VTR I --... '" --1- j ! 11 ...... ....... ...... ....... ............,-.-.----. -. --, .-- -~..~.~~. ~'.~= ~:=-~:~~~ ,.... ..:::::::::::.' .::::::' I 1'1' II "'",..,l\~ I'" I 1 ' .... .: \\ ,i: I I i,I]'I'1 "" tm.~.... .:.:....1 :i II it....., ._.....1 II t..J............................. ,..._'-~"- '''\ -1 //~ ~;=~~~II.~Tir~~ ~ ~i \ i ~ I I l~ ~........... ............ ......... I ~I . i , I 1 . ,........... ............. ........... 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CHANCEY & ASSOCIATES ARCHITECTS P A <:Lesidet),. ~ <: {0I w '\$, -q' ~ ~ ..-r 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 A A A A A B H (;j-)/~://-~ , ,<<~;;;:~,~'~ _.-'7~"L't<:U.6l~,e.€;Ii1e.~ i'!:.::7 e.~~'kic~?e. ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK'" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO AS AMENDED DECEMBER. 1990 At'D KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL fORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 THIRD-SIXTH FLOOR BPRC Submital: Date Plotted: JANUARY 10th, 2005 Dote Issued: JANUARY 10th, 2005 Revisions: 03540 100% CONSTRUCTION DOCUMENTS P-405 : : n'_''rn,m''n_''_ I I i I II 11 ; I i-- I I : , I ~:::::"'n:::~::::::)m..l "--"" "-,,, ,-~\ ~! . m'cnnmmnnmnnm:! j I /~I ,~=]~~;-.=- - I~ / I . 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'~) (;<"4' 4:; , h ~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 A A A A A B H ( ;:;:}c7,/,,//-,<N'- (;:'\;:;) \ .,',.."..,"',:y/-"~#:t(fU~fc$"rc,f ~:(~."'......~;:~$t;~?:e;1 ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, SECOND FLOOR " / I ,~ ~'\~ BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JAN UARY 10th, 2005 Revisions: 03540 100% CONSTRUCTION DOCUMENTS P -406 ,.J 6F===-=l I~-- [.n...r.-- nm.mmnnn..-nn-.-l ii I II Ii II ._nmnnn__mn__.nnn.nn.o.n___n____nn.n__...n_.nn__.n____n.n_____._.___.n___o.______n.__............::r-1.____._n____ ::.~.~.~.~.~.~.~.~.~.~.~.' o.~f--........------.---o....------Ll.---L-o.------------o.nL.-.1----=::=::..--====:::---n---.L------nn.1....________________________J...1.1._.___.....___________.n....._.........__...____...__________n..__...__......__.....__00__......1 l n..__n____.....__n____...! 1,__,n.__n...__..nn....."..,~."n.,r'Ln____n...__...__nnnnnnn__nn______00__............ l I i I II ~ l I I I I I 1-. ............JL~~.~--.--_nn-:: \\",",,-,_.-,~--- "N" \ nnn/ i _.__ nnn____..n___n.m_____n__ rl~;).1, ll::::::::::::::::::::::::::::::::::::::::::::::::~:~:':::::~:':""':':':':'~:':':':':':':':':":':':'~:",'~..."...". . 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P.E. 53973 ,,., ~es.'i de~0<'l, ~< \!i* 4:: r;\ ~'ji;> :Q;. ~ / ~~~~ BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 Keyplan (:7j)A:;;~u~tetr;r<~ {f;:;Y::~<~jC~:9tf1 100% CONSTRUCTION DOCUMENTS A A A A A B H 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247n3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850n231-3553 P -40 7 SECOND FLOOR @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 \ : : \J/~'-T~l \ " i.. 1 . . " I i U. 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CHANCEY & ASSOCIATES ARCHITECTS P A m~"" 11I.11I11I11I11I11I 11~::a 1Il===== mecHAniCAL lIlIllllll enGineeRInG lIlIllll SOLUTIOnslll. Inc:. III 5421 Beaumont Center Blvd" SuiTe 675. Tampa. FI 33634 Ph. 813.886-9600 Fax 813.884-0046 Certificate #8304 Project :# 2003580 Mark E. Awmiller. P,E, 53973 PROJECT NO. 03540 4,".."'," ,e$side,h", "'..... ' " · C. ~r . ~;S, ,..c' ~ - ~ ~ / ~\~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813..247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 (.;;;l/(;,://.~m~ .,' ",',' ,", ,(f:;t;;:,..) '".~;.'?y?t'/u.rr.c~,~e~ (f::~? er.0.k5Cl'p>C-f @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. 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FOURTH-SIXTH FLOOR oC 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, ~ BPRC Submital: Date Plotted: JAN UARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: P-409 03540 100% CONSTRUCTION DOCUMENTS '"\~~ , , i I , , i , , , I , I , , , , , i i , , , , , , I , , , , , , , , I I , , .......................1 ..:::::::::::::::) [.....,.,.......] .~.. Tc Ii II i , I I I i I I! i! " II " " " " " 'I f-----d------.~------_--____h_~.-------~--~-------- , I , I \......m"'=~Tl , , \ I ~, 1 ,'. -i .."'-.... /// I / I I () 0 C"", /,", J g \....) ~___M__A_______._________________._____.........-! , , , , ~ --".:l---~ml~ .....,.m'I..lr_... 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II'::=- 11I=1=== meCHAnICA..1I111l11ll1ll enGineeRInG IlIIl1Il1 SOLUTons, III. Inc:. III 5421 Beaumont Center Blvd, Su'te 675, Tempe. FI 33B34 Ph. 813.885-9600 Fax 81 3.884-0045 Certificate #B304 Project # 2003580 Mark E. Awmillar, P.E, 53973 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A <f.4eSidet}-(:,"" -"lt4 q,,'S ~' ", ~.. ,. 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ('^;;;)-~(//'^''''~ <<::tIt:) ,'.,',.,"",',?'l'/e:?igUofAtt?,.~<? -t:.':;":;~;~~$<~~~!1 ~2000 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 199DTHE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 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CHANCEY & ASSOCIATES ARCHITECTS P A \.-1..tZSi detl(:~, W ' <&<:$~ < , f- t+ '\\ '\ ~~ ~ ~~~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 A A A A A /:"i/'~M_'f"'i ",' ,,' ,<f::l2:?'~ i, ,',,' ';~ l!;ltCUI!1f?\;lfY~ ,,!,:;7 e~<#1J?~rr'(! Q 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER, '990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AI'D ELEMENTS OF THE DESIGN. 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CHANCEY & ASSOCIATES ARCHITECTS P A 03540 011,' ~,,,,,,Hid e '"', "',,' \.........,' "",'.. ~(" ", (:) %i \s> ,~ , , t"f 1 00% CONSTRUCTION DOCUMENTS 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fox 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 A A A A A /;/)'): 't:I;" .//'/"""~- tt'",;,."..r""^,.,.,#'.-,,, ,:.S:J./'.,..""','.',..',.,,,','.~,' '."..~,",..".,." .,'.""""",, ,'.".',',', ,':',":','.' (/ ',"r, ;?,",.,i!~, ':j';/"!!.',.7iK, ''Ci' <C'. 7 t:i:.' ,.'t;1'I-t"Z ^ " "" ' ,>>"#,, j;;t 'e P -4 1 2 FOURTH-SIXTH FLOOR C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS Of THE DESIGN. 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CHANCEY & ASSOCIATES ARCHITECTS P A "ll,', L".,~ld4,h,',. \.~_ m' """"" ~('" '" (;) ~i ~ ..t; ~ ~ ~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 (/~?):;^.~' '"""/",,,'^H""-. ./':, ?"'T;;~'~':'.""":;"'."""".'~"';".<""'\ /V".' ',",' (( " ,~ ',......:,:;.,..;..,...,. .' '.' ", >~',',,' -. '..,.'.. .' '.' -. ....;.;, ..., "..'?.,#CU.r:r,~77..,:Y"6 ~t...,., t:€~;u$C#J?<?' FOURTH-SIXTH FLOOR C) 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, \\\~~ BPRC Submital: Date Plotted: JAN UARY 10th, 2005 Date Issued: JAN UARY 10th, 2005 Revisions: 03540 100% CONSTRUCTION DOCUMENTS P-413 1:1 :/",,//,//"""""" //" 3" VTfii!. ~ ~ - ~ .E.::2 , / ,/ .. -- . -~--:::':--1 I~] ~-~;~~-L...- , [/--.:..- - _J/\J r~~~'~=~~-=~~_l/\L:~:- .----------..-- ,I .. .. / .............................................--................-...................................................................... ...................................................................................................-......................... \.---...---.-.-----.---......----..---....-.--.-..-----..-...--.-.--.....---.----------.---..--.--...--.-.-....--.----.----..----.---------.----.---------...--.------....--..-.-.---...----..-----.--.----.---.---.------1 II r-l / II I 1.....................1 (..........r::::. ! 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CHANCEY & ASSOCIATES ARCHITECTS P A m~~ 1lI1l11l11l1.1lI. 11~::t 1lI11111 meC:HAnlC:A...IJIIIUIIIUIUIIIII enGineeRInG Ill.. SOLUTonS,.8 Inc:.. 5421 Beaumont Center Blvd.. Suite 675, Tempa. FI 33634 Ph. 813.885-9600 Fax 81 3.884-0045 Certificate #8304 Project # 2003580 MaTk E. Awmillar, P.E. 53973 BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JAN UARY 10th, 2005 Revisions: P-414 03540 100% CONSTRUCTION DOCUMENTS ;-"It ~~,icte.."",' '\......--- ,~ ~(" " ," (:) ,lIt/';$> :.fi ~ r-< f'IIf ~ ~~/ ~, -W\(~ 4~ '\ ~~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~;.) l-~ ",/ ",;rr;J2'j" , · ,2f,'l""&;;;'::~ft:.(c,"P<:~' ti;':7 C;;Vk$C~?f'/ 4;>2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 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I", '-""u--nTnl I I ! , , [rr====:===31:::1~t:=~I:1 ~ CD ~~LARGED ~LOOR PLAN - UNIT H - LEVEL 3-5 0' l' 4' 8' Keyplan PROJECT NO. 03540 m"'~ 11II lID 11II11II 11I11II III II'::=- 11II11111 meC:HAnlC:A... UlnllUIIIUIIIII enGineeRInG UlUllllll SOLUTlOns,lIII1III nc:. 11II 5421 Beaumont Cooter Blvd" SUIte 675, Tampa, FI33634 Ph. 813.885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 Mark E. Awmiller, P.E. 53973 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A BPRC Submital: Date Plotted: JAN UARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: ~,' '"os-icie...",,' ,\_""^'" ''"t~"" ~4 , l.-'iS. ,..;:; t\1 ~ ~ , I"!" J l ,\ ~CI} ~(\ A A A A A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~~)'l,>,F,/N""~- -::;'~, "\ '.,",.,""::;~,~~?'lCU#)re~?f<e g;;y:~~<:k:je~?~'1 THIRD-SIXTH FLOOR C> woo THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHrTECTURAL WORK" UNDER SECTION I 02 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS Of THE DESIGN. 03540 100% CONSTRUCTION DOCUMENTS P-415 ................................hh.............................................. ....................... _........... ....... .... ....... ....... ......... .. .. .. - --- ------- -------ll----------- ------- ------------------------,----,------ --------- ,:.',. >r-:::::::....:--=::::-::::::..::--::::::~-::\i I i ~ ! i ! ~ '11/\ IIII~ 1 . !": ' L._~-:_ L=:':-'-:----:::::iJ .// / L::::::.::::::::::==:::::::tn--, 1 . 0 i 1 : ^ 1~4[~--!ir~! i---- !/~ I f J "- i L, ::::H::; .. 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CHANCEY & ASSOCIATES ARCHITECTS P A A A A A A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813--248-9258 Fax 813--247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850--231--2057 Fax 850-231--3553 SECOND FLOOR m~~ ellee..ell II-==- "11111 meCHAnICA..eIllUI.. enGineeRInG ....lIIIIIi SOLUTlOnS,elllllli In!:. lIIIIIi 5421 Beaumont Center Blvd. Suite 675. Tampa. FI :'1:'1634 Ph_ 813_885-9600 Fax 813_884-0045 Certificate #8304 Project # 2003580 Mark E. Awmiller. P_E_ 53973 .'''id"".. -<~z...:efiis ... "'l)~~ J< "<" jl~ ill "<$, ,..;;: ..-, ~. W \. i"t BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: '/ (;.;j')/,f,/'".y,.,.'>>~tf:;iE0:J.....~ .""";'7;"#;ncU<"l'e#tldc~ 'le;;'. . (;.~~flpje4f:?;e:' PROJECT NO. 03540 03540 100% CONSTRUCTION DOCUMENTS P-41 6 I ____________---------L...- ! \---------\~----- -- --------"\:- .-.-.-------------------------------------.----.---------------------------------------------------------------------------------- \ \ \ \ \ "" \ \ " \" "'~ ~,-- ~ ............""", ~ ", ''--'=====-==-- /-----T~-~ Jet Ii: , , ;': : . . / I I ! i .:;._n............~ ____' L__________ ._..n...~........~~n.....l': ~.........~ L----m---n-----r------ =:J:::::::::::~:=::::-::::::::::',,,,,,J~~~~--~-~~~~~~~~~~~~~~~=~~=~~~~~~~--~~~~~~~~~~==-~~-~~~~~~~~~~-~~~~=--~~~~-~--~~~~~~~~~--~~~~~=~~~~~---~----~~~-~~~~=~==~~----------------------- .....""'d........................................... ,r " r:--:::" I ~f (("") \ e--------------------------------------- -------------------- -----, I ( ):\~. . \: ,-------------- :'_j ,-:j [?SJ" . 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I 3" YTFe ._--"~"" //'--1 /"\^, /\(~ V~ ! , , _I r)/~ll_ ) -\-~-j=>/J , _ , , _ , -~ ~-::? ,Yp;;~ '11 , : ' 1 Jr -:--D l -J, .~\L...~, _ , _ , -Ir~l_ I.""J+- '.~ i ~ -,--l5.~-===~-~------ ~......... _~===-~.L=--===-1=11 ENLARGED FLOOR PLAN - CLUB ROOM CD 4' I 8' 1"\- L 0' l' m~~ 1II1l11111l1.1II1l1 II-==- 11I11111 mec:HAnICAL IIIIIUlIlIIJlIIlIIIlIIl enGineeRInG 11I11I11I SCLUTlonS,.llI Inc:. . 5421 Beaumont Center Blvd_. Suite 675. Tampa, R 33634 Ph_ 813_886-9600 Fax 813_884-0046 Cartif'cata #8304 Project # 2003580 Mark E_ Awmiller. P_E. 53973 PROJECT NO. 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ,,1...CSi d €1Qt': , . ~. ~<$} 6' , 1 ' ~ [~~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A Suite 108 Seagrove Beach, FL 32459 Phone 850-231 -2057 Fax 850-231-3553 (::i)./(1;~.':~/'c..._i?;:.'."'.. ~<~ {f:~?'~~. ":J#A.:",;<2""? ~:;'/l '&'f ;r'_ .~ ..'#":# ';'J# "t... @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHl PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO_ AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT liMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS OF THE DESIGN. BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 100% CONSTRUCTION DOCUMENTS P-41 7 ( '( ~MA"" EXTEND A5 I 1 , WA5TE ~ VENT 5UFa=ACE CLEANOUT -I I ~~fIJ ,jL rUn..._h..............,............... '. . WAL.L AM~L 5T-12 EXPANSION TANK (U6E 5T -5 F~ 21t> GAL. .. 5MAL.LEFi! T t\NK5J T .. F Fi!ELIEF VALVE I-IEA T TFO!AP (T'T'F J IF NOT INTEGFi!AL TO UJATEFi! I-IEATEFi! PLl..IGGe:D TEE . WITI-I CLEANOUT II ,.------ FL~ LINE U~________________~ ..--,........:..~_..--.......;;;.,.................-:f -..;'._~~ '-- . .-.....~.........-..............""...... CD WALL CLEANOUT DETAIL NTS :..--..................................-..........................c - . . . ..... ...................-.................................... ...~ 5TUDOFi! VENT @ ISLAND VENT DETAIL NTS PIPING AND 51-lUT -OFF IN TI-I15 P051TION WI-lEN PIPING DFi!OP5 FFi!OM ABOVE 51ZE PEFi! EQUIPMENT OFEN~ OERveD ~I 3/4" COFFEFi! I TO DFO!AIN PAN --- ; ,'''' 'L~r __._:n......~ i DFO!AIN VAL.VE TWO UJA.,.. CLEANOUT 1" COFFEFi! DFO!AIN TO 2 "It> DFO!AIN Fi!leeR 1/8 C.t. BEND BAL.ANCE OF PIPING 5AME A5 FLOOFi! CLEAI'>.IOUT METAL 5AFET.,.. FAN WlI-II2" LIF ~ PRY'5 REQUIRED ON 2nd, 3rd, AND 4th FLOOFi!5. 5ET PRY AT 64 P51 @ 2-WAY GRADE CLEANOUT DETAILNTS 2 WATER HEATER PIPING DETAIL NTS ~ -<I 5EAL.AI'>.IT MIN. 112 IN. TI-IICl<NE55 OF FILL MATEFi!IAL FLU5I-l WITI-I TOP euFa=ACE OF FLOOFi! OR WITI-I BOTI-I 5UFa=ACE5 OF WALL. EQUAL TO ~E F5-~lZ>. "" MIN. 4-112 IN. TI-IICK REII'oFORCED LIGI-lTIlEIGI-IT OR NOfii/MAL. WEIGI-IT (l""-151t> F'cr) CONCFETE'l :___hm__________________________.l______________ ! <j I 6 ~ 'I WILKINS 5EFi!IE5 5lZ>lZ>.,..5BFi! PRE55URE REDUCING VAL VE W/5TFO!AlNEFi! .. BYPA55 (TYP) WASTE FIPING COMPLIE5 WITI-I UL 5Y5TEM NUMeEFi! C-AJ-11t>1t)S F FO!ATING - 3 1-lFi! T FO!ATING - It>, 112,1-112,3 I-IR FEFEFi! TO UL DIFECTORY LI5TING FOR FURTI-IER INFOFiNATION. ----........,.............--1 ,j " <k '" ",,- '> : -<I 4 !. 4. 4 ~...,_.......................<:~.--..........h.__. .,; '" .. ~ NOMINAL 6" DIA OR 5MALLEFi! 5TEEL 5Cl-ll1t> (OR I-IEAVIER>. CA5T OR DUCTILE IRON PIPE. PACKING MATEFi!IAL MIN. 3-112" 0Fi! 5" IN. TI-IICKNE55 OF MIN. 412> OR 612> FCF MINERAL WOOL BATT IN6ULATION FIFiNL.,.. PAcKED INTO OPENING AD A PEFiNANENT FOFiN. PACKING MATERIAL TO eE RECE55ED FROM TOP OF FLO~ OR BOlI-I 51DE5 OF UJALL FOR REQUIFi!ED TI-IICKNE55 OF FILL MATERIAL. ~ ---./ BOO5TER PUMP ADJU5T PRE5euFie REDUCING VAL.VE FO~ 64 Fel AT UPPER FLOOR. I" CW TO ALL lat FLOOFi! FIXTU~5 2-JS" CW 5UPPL Y 7 BOOSTER PUMP ROOM DETAIL NTS 9 METAL PIPE THRU RATED PARTITION DETAIL NTS ~: 5EE PLAN5 FOR 51ZE AND Fi!EQUlFi!EMENT5 PIPING AI'>.ID 5I-lUT -OFF IN TI-I15 P051TION WI-lEN PIFING RUN5 I-lORIZONT ALL Y 1 OR 2 I-lOUR FO!ATED WALL,~ 5TEEL CI-lANNEL ~ WOOD i 5TUD WALL 5PACED MAX. 24" : IN. OC GYP5UM BOARD 112" OR &/8" IN. TI-IICK CAULK MIN. Y.4" TI-IICKNE55 OF FILL MATEFi!IAL FLU5I-I WITI-I TOP euFa=ACE OF FLOOR ~ WITI-I BOTI-I 5UFa=ACE5 OF WALL. EQUAL TO 3M CP-2&UJe. NOTE: ALL PIPING 5I-lALL BE T'Y'PE L COPPER WITI-I UJROl.lGl4T COPPER FITTING5 ALL VAL VE5 5I-lALL eE AMERICAN MADE. / _____ DOME5TIC _____ WATER RI5ER NOMINAL 12" DIA OR J 5MALLER 5CI-l11t> (OR I-lEAVIE~) 5TEEL PIPE, 5E~ICE WEIGI-lT (~ I-lEAVIER) CA5T IRON FIPE, CLAD5 5lZ> (O~ I-lEAVIER) DUCTILE PRE5euFi!E PIPE NOMINAL. 6" DIA OR 5MALLER T"T"PE "L" (OR I-lEAVIER) COPPER TUBING. ----- FULL 51ZE DIRT LEG (6" MIN) WITI-I TI-lFilEADED CAP FLOOFi! ISOLATION BALL VALVE TO RI5EFi! FIPING AND 5I-lUT -OFF IN TI-I15 F051TION WI-lEN PIPING RI5E5 TI-IFCU ROOF CUFi5 11 GAS PIPING DIRT LEG DETAIL NTS 112"/ ~ BALL VALVE 112" 5PIGOT '" REFER TO PLUMBING 150METRlce FOR ADDITIONAL. PIPE 51ZE5 COMPLIE5 WITI-I UL 5.,..5TEM NUMeER W-L-l""l F FO!ATING - 1,2,3 .. 4 I-IR T FO!ATING - lZ>, 1, 2, 3, .. 4 I-IR REFER TO UL D IFilECTOR'T" LI5TING FOR FURTI-IER INFOfii/MATION. <6~) DOMESTIC WATER BOOSTER PUMP SCHEDULE NUM6E~ OF WATE~ FLOW PUMP DIFF. MOTO~ I4P TANK MAFi:K. MANUFACTU~~ MODEL .. PUMF5 (EACI-I FUMP) FM:55U~ (EACI-l PUMP) VOL T5At1 !CAPACITY REMARKS (EACI4 FUMP) 6F-1 5'Y'NCfiWFLO D4DK13 2 $ 41 1.& 208/3 200 1, 2 I. PROYIDE WITl-I 120 GALLON, 1;12' pSI 6LADDE~ T ANI<. 2. PROYIDE WITl-I 312'4 55T l-IEADE~. PLUMBING SPECIFICATIONS: PLUMBING LEGEND DE5C~IPTION AeB~Y. 5YMBOL WA5TE PIPiNGs W VENT FIFINGs Y ----- COLD WATER FIFING CW I40T WA TE~ PIPING I-IW - - WALL CLEAN OUT WCO WCO I CONNECTION TO CIVIL ~ GRADE CLEAN OUT GGO ~ OR '& veNT TI-IRU ROOF VTR ALL WORK. 5HALL COMPL.,.. WITH APPLICABLE NATIONAL, 5TATE, AND LOCAL CODE5. TI-I15 5I-lALL INCLUDE, BUT NOT BE LIMITED TO, THE 21t>12'1 FLORIDA 6UILDING AI'>.ID FLUMBING CODE AND 212'lZ>2 REYI5ION5. REviEW PLAN5 OF ALL Tf"!ADES PRIOR TO BIDDING AND INSTALLATION TO INCLUDE ALL PLUMBING FOR COMPLETE 5.,..5TEM€l €ll-10UN ON TI-IE FLAN5 AND N3 REQUIRED. COOFiPINATE WITI-I OTI-IER TRADE5 TO PREVENT INTEFiif'l:~CE WITI-I HYAC DUCT5, 5TFi!JCTURE, ELECTRICAL L1GI-ITINGs AI'>.ID OTI-lER FIFING IN THE CEILING 5FACE. VENT FIFING AND WATER PIPING 51-1ALL aE I-lELD EITI-lER ABOVE OR eELOW I-IvAC DUCTWORK A5 COORINATED WITH TI-lE I-IV AC CONTRACTOFiil ALL CHANGE5 5I-lALL BE APPROveD B.,.. TI-IE ARCHITECT. COOFiPlNATE WITl-I ARCl-IlTECTURAL. DRAWING5 BEFORE ROUC#I-IINGs-IN PLUMBING FIXTURE5 AND EQUIPMENT 5UPFLIE5. VERIF.,.. MOUNTiNGs I-IEIGI-IT AND WATER CONNECTION 51ZE5 TO ALL FLUMBING FIXTURE5 PRIOR TO ROl.lGri4-IN. RJRNI5H CUT-OUT TEMPLATE5, FOR PLUMBING FIXTURE5 TO BE IN5TAL.LED IN MILLWOFOK, TO TI-lE GENERAL. EQUIPMENT. MAKE PFWFER I-IOT AND COLD WATER, WA5TE AND VENT FIPING CONNECTION5 TO ALL FIXTURE5 AND EQUIPMENT EVEN TI4OUC#H ALL FITTING5 AND CONNECTI0N5 ARE NOT 51-lOUN. IT 15 THE INTENT OF THESE DRAWINC:J5 TO COVER ALL WORK AI'>.ID MATERIAL AN.,.. EQUIPMENT, FLUMBING FIXTURE, TRIM I-IARDWARE ANDIOR DEVlCE€l U5UALL"" UTILIZED IN THE CLA55 OF WORK. Tl-IOUC#l-I NOT 5PECIFICALL"" MENTIONED OR 5HOU.N ON TI-IE5E DRAWING5, 6UT Wl-IICI-I MA.,.. BE NECE55ARY FOR TI-IE 5ATI5FACTOR.,.. COMPLETION OF TI-IE WORK (AS DETEfl;MINED B.,.. TI-lE ARCl-IITECT) 5I-lAL.L BE FURNI51-1ED AND INST AL.LED a.,.. Tl-IE CONTf"!ACTOR A5 PART OF 1-115 TOTAL ll.lORK THE EQUIPMENT ROUC#H-IN ITEM5 AND TI-lEIR DIMENSIONED LOCATION5 FOR ALL CONNECTIONS ARE ACCURATE TO TI-IE eE5T OF OUR t<NOWLEDGE. IN eOME 1N5TANCE5 TI-IE OUNER OR 5UFPLIER MA.,.. MAKE 5UeeTITUTI0N5 OR TI-lE EQUIPMENT ITEM5 MA.,.. vER"" FROM WI-IAT 15 5I-l0UN. TI-lE~ORE, TI-lE5E ITEM5 AND DfMENTIONe 5I-lALL BE veRIFIED WITI-I THE EQUIPMENT 5UFPLIER, Ol1.NER AI'>.ID/OR EQUIPMENT ROUC#I-I-IN DRAWING. FAILURE OF TI-lE APPROPRIATE CONT~CTOR TO VERIFY ~-IN5 OR TI-IEIR LOCATION5 5I-lAL.L PLACE TI-IE RE6FON5IBILIT"r FOR AN.,.. 5U65EQUENT RELOCATION AND/OR ADDITIONAL. ROt..JGsI-I-INe DlRECTL.,.. UPON TI-IE CONTf"!ACTOR DO NOT SCAL.E TI-I15 DRAWING. REFER TO ARCI-IITECTURAL. FLOOR PLAN FOR aUlLDING DIMEN€lION5. Tl-IESE D~WING5 A~ DIt>6~MMATIC IN NATURE AND DO NOT NECE55ARIL"" 51-1OUJ ALL ELBOwe, OFFeET5, UNION, VALVE5 AND FITTING5 REQUIRED TO COMPLETE TI-IE IN5TALLATION OF Tl-IE WORK. TI-IE 5UeMl56ION OF A PROP05AL 51-1ALL BE CON5TfO!UED A5 EViDENCE THAT TI-lE CONT~CTOR I-IAS FAMILIARIZED I-IIM5ELF WITH TI-lE PLAI'>.I5 AND 6UILDING SITE. CLAIM5 MADE 5UB5EQUENT TO TI-IE PROP05AL FOR MATERIAL5 AND LABOR eECAU5E OF DIFFICUL TIE5 ENCOUNTERED WILL NOT BE RECOGNIZED. IF TI-IEY COULD I-IAVE BEEN FOREeEEN I-IAD PROPER EXAMINATION eEEN MADE. VERIF.,.. 5ERVICE FOINT5 AND METERING LOCATION5 FOR PROJECT WITI-I LOCAL UTILlTE5 AND/OR LANDLORD (DOME5TIC WATER. 5ANITARY 5EWER. GA5, ETC'> TI-IE CONTRACTOR 5HALL COOPERATE FULL"" AMONG TI-IE TRADE5. ALL ~OF FENETRATION5 FOR PLUMBING 5HALL BE MADE IN ACCORDACE WITH ROOF 5.,..5TEM MANUFACTURER'5 GUIDELlNE5. COORDINATE WITH ARCl-llTECTU~L DETAIL AND/OR LANDLORD FOR ROOF 5.,..5TEM U5ED. PLUMBING CONT~CTOR 5HALL VERIFY WITI-I TI-IE LOCAL I-IEALTH DEFARTMENT ANDIOR WATER COMFAI'>.I"" AS TO TI-IE METER AND YALVING ARRANGEMENT€l OF TI-IE DOME5TIC WATER 5ERVICE LINE WI-Ircl-I ENTE~ TI-IE 6UILDING. 51-1OULD A BACKFLOW PREVENTER A55EMBL.,.. ANDIOR FRES5U~ REDUCING YAL VE A55EMaL'T" BE REQUIRED, TI-IE FLUMBER 5I-lALL RJf;iN15I-l AND IN5TALL 5AME PER LOCAL. AND 5TATE REQUlREMENT5. Tl-IE BACKFLOW A55EMBL"" 5HALL BE A "WATT5" 5ERIE5 ~,OR APPROVED EQUAL MEETING A55E 5TANDARD5 1lZ>13,112'1&, AND 1lZ>2fD. IF 6ACKFLOW PREVENTER 15 REQUIRED, FROVIDE PROPER"" 51ZED TI-IE~AL EXPAN510N T ANI< IN 5UPFL.,.. PIFING OF WATER I-lEATEFiilIF WATER PRE55URE 15 6So Fel OR A6OVE, TI-lE PRE55URE ~DUCING YAL.VE A55EMBL.,.. 5I-lAL.L 6E A "WATT5" eE~rEe 'US 5ET AT &12' POUND5. DELIVERY PRE55URE UNLE55 OTHERWleE NOTED. TI-IE POTABLE WATER 5UFPL"" 5I-lALL BE PROTECTED t>6AIN5T 6ACKFLOW AI'>.ID 51FI-lONAGE 60TH NATURAL AND INDUCED. ALL EQUIPMENT CONNECTED TO TI-IE FOTABLE WATER 5.,..5TEM BEING CAFABLE OF POLLUTING OR CONTAMINATING TI-IE POTABLE WATER DI5TRleuTION 5.,..5TEM OR AN.,.. PART TI-IEREOF B"" MEAN5 OF A REvER5AL OF FLOW, PRE55URE DROF, PRE55URE Loee, INDUCED YACUUM OR B"" INJECTION 6ECAU5E OF AN.,.. PRIMARY OR AUXILIAR.,.. FlJMPING S.,..STEM CONNECTED TI-lERTO MUST BE I50LATED AND CONTAINED B"" MEANS OF APF~vED BACKFLOW DEYICE5, CI-lECK YALVE€l, AIR GAF5 OR YACUUM BREAKE~. FLUMBING CONTRACTOR SI-IALL FURNI51-1 AI'>.ID IN5TALL TI-lE5E DEYICES FER LOCAL CODE REQUIREMENT5. THE WATER FIFING 5'T"eTEM 5I-lALL BE FLU5I-1ED AND 5TERILlZED IN ACCORDANCE WITI-I LOCAL REGULATI ON5. TI-IE HOT AND COLD WATER 5UPFL.,.. BRANCI-IE5 FOR ALL EQUIPMENT HAVING QUICK CL051NG VALVE5 OF AN.,.. TYPE 51-1ALL I-IAVE WATER I-IAMMER A~5TOR INeTALLED AT TI-IE HIGH POINT ON TI-lE END OF EACH BRANCI-I. FLUMBING CONTRACTOR 5I-lALL FURNI51-1 AND IN5T ALL A PRE55URE REDUCING VALVE ON TI-IE INLET OF TI-IE DI5HWA5HER TO REDUCE INCOMING WATER PRE55URE TO LE55 TI-IAI'>.I 2lZ> Fel. PROVIDE CI-lROME PLATED E5CUTCI-lEON5 AT ALL WALL FENETRATION5. ALL VENT Pipe TO BE COMFATIBLE WITI-I 5TRLICTURE, MECHAI'>.IICAL EQUIPMENT AND DUCTWOFOK, ELECTRICAL EQUIPMENT AND LlGI-ITING. ALL v.T.R'5 51-1AL.L eE EXTENDED TO A MINIMUM OF 2" A60VE FARAPET I-IEIGHT AND MAINTAINED 1I2"-lZ>" MINIMU1 FROM ALL OUT51DE AIR INTAKE5. MATERIAL5, EQUIPMENT, A55EM6L1E5 AND e.,..5TEM5 5HALL MEET ALL PERTINENT ~QUlfl;MENT5 OF NATIONALL"" RECOGNIZED TE5TING ORGIAl'>.lIZATI0N5 5UC1-I AS UL, A5TM, A55E, AUAUE, A6A AND NFFA N3 WELL A5 TI-IE M05T CURRENT VE~ION OF THE 5TATE AND LOCAL CODE5. ALL INeT ALLED 5.,..5TEM5, DEvICE5 AND RELATED ITEM5 5I-lALL BE TE5TED IN PLACE. ~PLACE AI'>.I"" AND ALL CONT~CTOR 5UPFLIED DEFECTIVE DEVICE5, ITEM5 OR €l.,..5TEM5 AT CONTRACTO~'5 OUN EXPEN5E 6EFORE COMFLETION OF PROJECT. WI-IERE Joe CONDITIONe REQUIRE CH~Ee FROM TI-IE CONTRACT DOCUMENT5 THAT DO NOT CHANGe TI-lE 5COFE OR NATURE OF WORK REQUIRED, TI-IE CONT~CTOR 5I-lALL MAKE 5UCH CI-IANGe5 WITHOUT ADDITIONAL C05T TO TI-lE OUNEFiil NO OTI-lER CI-IANGE5 MA.,.. BE MADE WITI-IOUT WRITTEN FEfl;M155ON OF TI-IE ENGINEER 4>...-..........~.... ._...... L ): ALL EQUIPMENT, FIXTURE5 AND MATERIAL5 5I-lALL BE NEW AND UNU5ED, AI'>.ID INSTALLED IN '- ____ 5TRICT CONFOfl;MAI'>.ICE TO MANUFACTURERS RECOMMENDATION5 (U.oN). PROYIDE COMPLETE 0 J/~~P Etv teRm1r t') WITH ALL TRIM, 5T0F5,1-lANGER5, CA~IER5, 5UFFORT5, ETC. INCLUDING PROYI51ON5 FOR I V ,'j ,RA~WM .l:.~ ~ BA~rER FReE UeE, IF FEQUlRED. WI-IERE FIXTURE5 ARE ACCE551BLE TI-IE"" MUST COMPL"" WITI-I ._.~ ALL FEDERAL ADA. REGULATION5. CONTf"!ACTOR 5I-1AL.L GUA~NTEE ALL WORK FOR WI-lICH MATERIAL5 ARE FUf;iNI 5I-lED, FABRICATED OR FIELD ERECTED, ALL FACTO~ AeeEMBLED EQUIPMENT FOR Wl-IICH NO 5FECIFIC MAI'>.IUFACTURE~ GUARANTEE 15 FUf;iNI5HED AND ALL lJJORK IN CONNECTION WITH TI-IE INeT ALLATION OF MANUFACTURER5 GUARANTEED EQUIPMENT. THE CONTRACTOR'5 GUA~NTEE 5I-IAL.L LA5T ONE ""EAR FROM THE FINAL OUNER ACCEPTANCE OF TI-lE WORK AND 5I-lALL AFFL.,.. TO ALL DEFECT5 IN MATERIAL5 AI'>.ID LlJOFiKMAN5HIP OF AI'>.I"" KIND. m"'~ IIlmllllllll!lIlm 111I::t 11I11111 meCHAniCAL mQIIIIJIQIII enGineeRinG mmm SCLUTIOns.lI!m Inc:. IJI 5421 Beaumont Center Blvd.. Su'te 675. Tampa. R 33634 Ph_ 813_885-9600 Fax 813_884-0045 Certif,cate #8304 Project # 2003580 Mark E_ Awmiller. P_E. 53973 BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 3 DOMESTIC WATER RISER DETAIL NTS 10 METAL PIPE THRU RATED WALL DETAIL NTS PLUMBING SPECIFICATIONS: REFER TO 600K 5PECIFICATION 5ECTION 1&4112' FOR PLUMBING FIXTURE5. MATERIAL SPECIFICATIONS: 1. D0ME5TIC I-IOT AND COLD WATER PIFING 5HALL eE T.,..pe "L" COFFER WITI-I UROl.JGHT COFFER FITTING5 ON I-IIGI-I PRE55URE 51DE AND €lCI-I. 41t> CFYC WITH 50LYENT WELDED FITTrNG& IN51DE EACH UNIT. 2. AL.L VERTICAL 5ANITARY WA5TE AND VENT PIPING AND I4ORIZONTAL WATER CLOSET FIPING, ROOF LEADERS .. OVEFa=LOW FIFING SHALL BE 5ERVICE u.erGHT CA5T IRON FIPING WITI-I NO HUa FIPE FITTrNC:J5 AND CONNECTION5 MEETING CI5PI ~I, AeoYE AND BELOW G~DE ALL I-IORIZONT AL WASTE PIFING 5HALL eE 5C1-I 412' FYC PIFING WITl-I 50L VENT UA::LDED FITTING5. 3. IN5ULATION 5HALL BE FLEXIBLE UNICELLULAR-5ELF-SEAL A~AFLEX 21t)l2)lZ> 3/4" TI-IICK FOR I-IOT WATER FIFING UF TO 2" 51ZE - PROYIDE 5I-lEET METAL 5ADDLE5 AT EACI-I HANGER. ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO_ AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERAll FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN_ Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813--247-3507 AA 1785 5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach, FL 32459 Phone 850--231--2057 Fax 850--231--3553 100% CONSTRUCTION DOCUMENTS Plumbing Notes & Details 4~......et?i d 0l1(> .'_ ')<- ,,-'* q;. X'$,\ '~.'" ...,' ""< r~' W - i"'!' 6J:U~ {{~~~ PROJECT NO. 03540 03540 P -50 1 I-V4" (TYP) 1_11:1" LAVATORIES - VERTICAL BRANCH LAVATORIES - HORIZONTAL BRANCH 1 SOVENT LAVATORY BRANCH PIPING NTS SINKS - VERTICAL BRANCH SINKS - HORIZONTAL BRANCH 2 SOVENT SINK BRANCH PIPING NTS MAIN 6UILDING D~IN I..AV I-In" 2' ~DEAERATOR 1-1/4" 1-1/4" tn-- 6RANCI-l WASTE LINE Pfle&eURE RELIEF r LINE MIN. ELEV. REQUIREMENTS FRE55URE RELIe:~ t LINE MIN. (FFi!L) t- : n__ __ i ~z:~~.t"'"' OF -- i ~~'LDI"'" MAIN 6UILDING DRAIN. D~IN DETAIL "B-B" DETAIL "A-A" 3 SOVENT BASE OF STACK DETAIL NTS 4 SOVENT BASE OF STACK DETAIL NTS ~Il--~TMOU~ 4"J ~ , L!1l6 Tl-IAN. 2eI' , , , ~~AN.a:'1'"11"E 61ZE " we REMAINDE~ ~lrVENTnRJ~ ~"J ~ , MOllIE TI-IAN w' , , &,,>, , 14' <1 4' PE~TOR FITTING 13.&" TITE-R/Fr &cwENT eox WITH vA~Al5LE I'eCEll6 -'f U' <l /\ /\ "1 A II <l - ...~ -- US'T V- 4" 6O\i9IT alACK ( I I iO J I I . j I I ! ______.LJ J_-t:LL-=:- Tn . " ~ "'"41 r=....:.w'f jj'f$ -.:i :.. ~.& r ::::::; ~ ,,>.1 _________~_______<L__________ mi_m ---- .----- ---m-- m____ _______.m --------:'---------------~-----------~------~------- US" rr-- Cf.. Cf.. C-1:=_==,,/ SIDE VIEW I' TOP VIEW " Ae1'tA'tOI't "'ltrlNc:i T1TE-\IU'f' J' FRL c SE AERATOR SIZES 3" 4"x3" "'I' S" A "" I".N" Ill' ,." " 13.2&' 16.1&' 11.1&" ~".1&" C J9.Y' ~4. la' 24.,a !le.'1!l' P ..,a' '!.,a' '!.,a' 12Y" . CONSULT FACTORY FOR PeETRATlON APPLICATIONS 5 SOVENT STACK OFFSETIlNG NTS 6 STACK OFFSETS ABOVE HIGHEST FIXTURE NTS 7 AERATOR ROUGH-IN DIMENSIONS NTS 8 TlTE-RITE 3" PRL WITH 4" C.I. DEARATOR DIMENSIONSNTS CI..EANOUT AS REQUIRED ~DEAERAT~ r PRE&eURE RELIEF LINE MIN. ELEV. REQUIREMENTS PRESSURE RELIEF ~ t LINE MIN. (FFi!L) , i t-- --- --- -- ' . .. -I.~~'LDI"'" DRA.. 3" 5T ACK, MIN. 312)" 4" 5T ACK, MIN. 44!)" DETAIL "A-A" 50VENT STACK * NOTE: SQVENT C~ITE~IA ALLOWS 21' MAX. DISTANCE ON 4" SOIL 6RANCI-l, IT IS RECOMMENDED TO MAXIMIZE USE OF 3" FIFE FOR 1.6 ~ TOILET SYSTEMS ~DEAERATOR 4" 60VENT &TACK 3" 5T Act<. MfN. 3~" 4" STACK, MIN. 44!)" UJe 2" uJA&TE, MAX 1&' 3" WAT&E, MAX 1&' 2" WA6TE, MAX 1&' ON 4" &TACK 3" 6011... MAX 12' / 4" 8011.., MAX 2" * MAIN 6UII..DING D~IN 9 HORIZONTAL LENGTH OF PRESSURE RELIEF LINE NTS @) FIXllJRE DISTANCES FROM SOVENT STACK NTS 11 SOVENT CONNECTION DETAIL NTS @ SOVENT WASTE BRANCHES NTS 2" uJA&TE, MAX 1&' ~ 6RANCI-l WASTE LINE Pfle&eURE RELIEF r LINE MIN. ELEV. FRE55URE REI..Ie:~, ~QUIREMENTS LINE MIN. (FFi!L) : i t------ ' -- - : --'T~~'LD"", D~IN ""''' 50VENT &T ACK GsENERAL: PROViDE SE SOvENT (SESCO) TITE-RUFF AERATORS, DEAERATOR AND RELATED COMpONENTS AS DISTRI6UTED 6Y WALTER CORNWAl..L, INC. ('a!;4) 18!;-1iZ'!;1iZ'8. INSTAl..L SYSTEM IN COMPLIANCE WITH THE PLUM61NG1 CONSTRUCTION DOCUMENTS. INSTALLATION DETAILS AND RECOMMENDATIONS IN THE SE SOVENT. DESIGsN MANUAL 11iZ'1I1iZ' (OR LATEST EDITION). FOLLOW ALL RECOMMENDATIONS REGsARDINGI THE USE OF lh GFF WATER CLOSeTS AND CLOTHS WAeI-lER AFFLICATIONS. MATERIALS: AERATOR AND DEAERATOR FITTINC:sS 51-1ALL 6E MADE IN COMPLIANCE WITI-I STANDARD ASME/ANSI 616.4-5. FITTINGsS SI-IALL 6E MANUFACTURED WITH IDI5MATIC" METHOD OF CASTiNGs PRODUCTION. FITTINGlS SHALL 6E GsRAY CAST IRON OF CI4EMICAl.. COMPOSITION IN ACCORDANCE WITI-I ASTM-126 AND CISPI 31'2)1-8:2 FOR I-lU6LES5 PIPE AND FITTINGsS. INSTALLATION: INSTALL 5E SOVENT (5ESCO) TITe-RUFF SYSTEM IN ACCORDANCE TO DESIGsN MANUAL 11iZ'1I1iZ' AND FOLLOW PIPINGs ~COMMENDATIONS FO~ 1.5 GsFF WATER CLOSETS AND CLOTI-I5 WA51-11NGs MACI-IINE WASTE. SEE OTI-IER SPECIFICATION SECTION FOR SUFFORTS, HANGsERS, FIRE RATED PIPE PENETRATIONS AND RELATED DWV REQUIREMENTS. Keyplan t-n--nm- MUST CONNECT A60VE I-lORIZONTAL CENTE~INE OF MAIN 6UILDING DRAIN. DETAIL "B-B" DETAIL "A-A" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A m~'- 11I11I11I11I11I11I11I II'::=- 11I====1 meOiAnlCAL iii III iii iii enGineeRInG iii III III SCLUTIOns, IlII11 IrIC. III 5421 Beaumont Center Blvd_. Su'te 675. Tampa. FI 33634 Ph_ 813_885-9600 Fax 813_884-0045 Certif'cate #8304 Project # 2003580 Mark E_ Awmillar. P_E. 53973 PROJECT NO. 03540 <41.. ,....i>sideh..... '\....v. ....."'.l("'fi4 (1/ 't.$' (4: ~ """'" ... 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 (:.;;l~~/~.::"^=-t,<<;,)2~:~ , .......4 "7""t:?l.e/~;{;. e?! ;1Ct::? ItL...,.:7 (:?~#:j<~r;-<: ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SLJBjECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO_ AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES At-JD ELEMENTS OF THE DESIGN. BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: P -502 03540 100% CONSTRUCTION DOCUMENTS Plumbing Notes & Details ~ ~\~~ E Q. -..0 0)7: 31/) -o@ "":1/) ~o '0 0'" '" .. I co a.. ~ '>- go ~~ /.. oc: ffiO ('1)-0 00) 0.... '" .... /0 -=--;0:: XREFS: A_FP3 illS AH2 A_FPl 358O_P-40I-ll 3580 __P-l 01-2 3580_P-104-6 A_RP @ @ 3" kQ 3" kQ @ @ @) @ @) kQ @ @ @ kQ @ kQ @ kQ ~ 3" @ @)@ @ @) @ 3" ~ @ 4" kQ 3M kQ CD WASTE ISOMETRIC - PARKING LEVEL NO SCALE kQ ~ _____ Fi!EFE~ TO CiviL ~ PLAN& FOR CONTNJA TICIN m - - ....... I ~~ ...... ..... IlIEOiAllC:A.. .... EnGneeRlnG ... SCLUTIOf"'lS, .. Inc:.. . 5421 Beaumont Cenler Blvd.. Suite 675. Tampa. R 33634 Ph. 813.885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 Mark E. Awmiller. P.E. 53973 Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ~esidel) V, ('>~ rv ~ ~ ~ 1V~ c;llq /07 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 Cj#:;~,~u,~ @P~ @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERAll FORM AS WELL AS THE ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 s@ 4M 4M @ @ 3M kQ I] '~I /ml':, I I ! f-'lLAN I .,_Tf5(:VElOPMEN7., , ~ U". ')~ CLEARWAll.E' i......._..-_._______ ~~ ,j ,\' BPRC Submital: Date Plotted: May 18, 2005 Date Issued: JANUARY lOth,2005 Revisions: &eL.DG DEPT COM'1ENre tDS.184>& 03540 100% CONSTRUCTION DOCUMENTS P-901 PARKING~X~EL " ,,~ ~ ~. '" , , '" '.... , -~l, -)\, ."... ." ~ @ 8 ~ 8 @ @ ~ 8 ~ 8 co Q2 @ @ @) 3" CO @ 4" @ @ ~ ~ 3" 4" ~ @ 3" co @ @} co WASTE ISOMETRIC 3" CD NO SCALE ~ co 3" 4" _____ REFE:~ TO CIVIL ______ PlAN5 FO~ CONTINUATION m~~ .......11I... lie=>> "11111 mEOiAnlCAL ....IJI.. enGlneeFlnG ....IJI SCLUTIOns, ... 1r1C. .. 5421 Beaumont Center Blvd.. Su'te 675. Tampa. R 33634 Ph. 813.885-9600 Fax 813.884-0045 Certif,cate #8304 Project # 2003580 Mark E. Awmiller. P.E. 53973 Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ~.; 1-esi d €.111." ..)... C~. e,' '\$" ~ ~ ) \\\~"J 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1 785 5365 E ety Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850--231-2057 Fax 850-231-3553 CJ):f;;:;;_d!/ikd gy::~?<" ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 s@ 4" 4" @ @ 3" co BPRC Submital: Date Plotted: JANUARY lOth,2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 o T @ T I"CW/ 0 1 @ T T I"CW/ 1 '-1/4" CW1 0 @ T T '-1/4" CW1 H12" CW / 1 0 @ T T 1-112" CW/ 2"CW~ 1 1 0 @ T 2"CW~ I"CW/ 1 (0 T~1 1-1/4" CW~l ~OF (0 T o T 6 TH FLOOR U 1-112" CW/ 1 (0 T l"CW/ 1 o T o T D STH FLOOl"e [3/4" CW FFCOM DOME&TIC WATER GO&TER FUMF~ 4TH FLOOR '" 2"CW~ I"CW/ 1 o T 1 o 1 .3100 FLOO 2" CW~~ 2" cw./I/ . ./ <J~M~ o T W rTO DOMEST'c WA.....T. ER I 6005TER FUMP ~ '-'14" cw1 o T .rREFE:R TO CiviL " PLAN5 FOR CONTINUATION I"CW/ 1 o T o T '-'/4" CW1 o T 2-112";> H12" CW/ 1 o T v I"CW/ 1 o T 1 o 2"c7 2"CWY' / 2/' / / @ T @ I"CW/ 1 T @ I"CW/ T 1 @ '-1/4" CW1 T 0 '-1/4" CW1 T 1-1/2" CW/ @ 1 T @ 1-112" CW/ T 1 2"CW~ @ 1 T @ 2"CW~ '-1/4" cw1 o T / 1-112" CW/ 2"CW~ 1 o T @ T lI1CW/ 1 @ T 0 '-1/4" CW1 T @ lI1CW/ T 1 1-112" CW/ 0 1 T @ 1 o 2"CWY P-36 '-1/4" cw1 o T 1-112" CW/ 2"CW~ 1 o T 1 o 2"CWY / ROOF / H12" CW/ 2" CW 7 / 6 TH FLOOR U 2I1CW~ 1 o 2"CWJ D STH FLOOR 3/4" CW J / 1 o 2"CWY 27 / 1 o / 2"C;Y / D 4TH FLOOR / '-1/4' cw1 o L-'-'I2" CW / 3Rt> FLOOl"e . 2" CW ~ /1/ / . ./I"CW / . <r 2ND FLOOR 1 @ 2' CW~ ./". 2" CW CD ~::~ESTIC WATER ISOMETRIC - PARKING LEVEL 1"- o ~ 2"CWY ~ i@ ~ ,"cw'<"cw @) ~ / 2"CW.7/ / l / / /~ / m..-.... IIIIIIIIIIIIII!IIIIIIIII II':=- 11I11111 meCHAniCAL 1IJ1I!III1lIIIlII1I!III enGlneeFlnG IIJII!IIIIIJ SOLUTIOns, IIIIlIIIlII 1nc:.1IiII!J 5421 Beaumont Center Blvd., Suite 675. Tampa. FI 33634 Ph. 813.885-9600 Fax 813.884-0045 Certjf'cate #8304 Project # 2003580 Mark E. Awmillar. P.E. 53973 BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JAN UARY 10th, 2005 Revisions: I" COLD WATER TO POOL FUMP HOU&E Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 03540 "'.'..,1....... eGid(2?fl1 ~ <"'~) -cc" ',;S' ~ ~ . * 100% CONSTRUCTION DOCUMENTS 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 /1)N'- ~ /'H'..'. . .^~.'..'.>,.".". ( .'" . " /'" ~,...) ... ..4' ! ... ,.;' ~~.,~/ v"'_~"<:'~.;/:::." ,.' ..:.;if. ",.. ,,;__' ___. _<:.,._;,-:. (...{:..".<?O '."0'0,: :<,,....,,...(.. ..,.,.;, . .;' .'-."M '^ .... ~,zeu~t::t"#"'<':C <!'~w;;Y:Cl'it#'JC/'}tr(f; P-902 ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL i'S THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 XREFS: A_FP3 illS A_FP2 A_FPI 35BO_P-401-11 35BO_P-IOI-2 35BO_P-I04-6 A_RP 6" ~LOW 4" RD-I 6" OvE~OW ~ 4" RD-! ROOF 6" OVE~OW ~ 4" RD-! ROOF 6 T14 FLOOR &T14 FLOOR f'ld::t-eR TO CIVIL--...... PLANS FOR ............ CONTINUATION ~ -- 4T14 FLOOR -- \4" PIPING ISY J---- CIVIL I!NGINE!I!JIIt 6" OVEFi!FLOW ~ "( 4" RD-I ROOF 3" RD-I 4"~ 6T1-f FLOOR &TI-f FLOOR ROOF 4"Rlo 6" OVEFi!FLOW 4"Rlo &TI-f FLOOR 3RD FLOOR ROOF 4"Rlo ROOF 4" OVE~OW 6" OVEFi!FLOW ~ 3" RD-I 6" OVEFi!FLOW &T14 FLOOR ~ 6 TI-f FLOOR 4" RD-I ROOF 4"~ 4T14 FLOOR &TI-f FLOOR 6 T14 FLOOR 3"~ 4"Rlo &T14 FLOOR ROOF 6" OvEFi!FLOW /~ 6T1-f FLOOR ~ 4" RD-I / / / / / / 6 T14 FLOOR &T14 FLOOR 4T14 FLOOR ROOF 4"~ 3RD FLOOR ~ 6T1-f FLOOR 4" RD-I 3RD FLOOR 6" OVE~OW 4T1-f FLOOR ROOF 6 T14 FLOOR 4T1-f FLOOR 4" RD-I &T14 FLOOR 3RD FLOOR 3"Rlo &T14 FLOOR ~ 2ND FLOOR -'62 ROOF ~ 6 T14 FLOOR / 4" RD-! / ROOF ~ OVE~OW /~ 4T14 FLOOR 3"~ 4" RD-I / -- 6" OVEFi!FLOW ~ 6 T14 FLOOR / / 3RD FLOOR 6 T14 FLOOR / \4" I"'IPING BY CIVIL ENCitEER 4"FieL. -- / ~~ C..::: CIVIL ENGINEER 3RD FLOOR 2ND FLOOR ./ 3" RD-I :tJ\~'~OvEFi!FLOW ~ ROOF / / / 2ND FLOOR 4"~ 4T14 FLOOR ./ _____C.4TCW BA6IN CIVILENGINEe~ 3RD FLOOR :~' ~~OW\ 4" FieL. '\ r ~ 2ND FLOOR ~ ~ -'62 6T14 FLOOR &T14 FLOOR ENLARGED FLOOR PLAN - UNIT A - LEVEL 3-6 ,..- 0' l' 4' I 8' IjT'Jflrlli u \YJ ~ ' C\I" "" Ill, J.;' ,""fi ',; 'JOO~ I J' ;~., /, j t J.J l.. J IIJ ," -. - :, L____ -J , ';'Ul.l\l!ljfll( ~ OEVElOPMENl ':: /.;. ___.Q2.9f CLEARWATEP 3RD FLOOR 4T14 FLOOR ~ FLOOR " ~12. PlPNc:.iI BY ~ CIVIL ENCiIllEER " 4T14 FLOOR " " 4T14 FLOOR C.4TCW !SoA&1N CIVILI!!!NCiIIEI!JII E Q. I./) 0)7: 31./) -o@ "":1./) '78 ON 0.. - , <X) (L ~ 1;>- go ~~ / .. oc fRO (")-0 0(1) O_ N - /0 ':;0::: &T14 FLOOR 6" FieL. 3"Fi!J... 3RD FLOOR 4T14 FLOOR -'62 B62 3"~ ~ FLOOR 4T1-f FLOOR 3RD FLOOR Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 M1785 5365 E Cty Hwy 3D-A. Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2OO3THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF 11-tE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT is NOT LIMITED TO THE OVERAll FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ElEMENTS OF THE DESIGN. m"'~ ....... I R:~ ...... ..... mecH.N1CA... .... EnGnEERInG ... SCLUTDf"lS. .. nc.. 5421 Beaumont Center Blvd.. Suite 675. Tampo. A 33634 Ph. 813.885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 Mart< E. Awmiller, P.E. 53973 PROJECT NO. 03540 BPRC Submital: Date Plotted: May 18, 2005 Date Issued: JANUARY 10th, 2005 Revisions: &eLDG DEPT cot1'1ENT& 0SJ8~ P-903 03540 ~esidell(": tI ~~ ~ 'e 1\ n '1\ L!J lV~~ C;{ rqfDtJ v I' ( l 100% CONSTRUCTION DOCUMENTS ~~@5a1~ E Q. -0 Q)<;:! ~r--.. "Q@) ~1O ~8 0<'-1 0- rLO I~ DC COo ~-, /.. DC ffiO ("1)"0 DW D-+- <'-I -+- /0 --'-iO::: XREFS: A FP3 TTLB A FP2 A FPI 3580 P-401-11 3580_P-1 01-2 3580 P -1 04-6 A RP 6" RL 6" OVERFLOW ~ 4" RD-l ROOF 4"RL STI-I FLOOR 6 TI-I FLOO~ 4TI-I FLOOR 3RD FLOOR \. 6" OVERFLOW ROOF 6" OVERFLOW ROOF STI-I FLOO~ 4" RD-I 6 TI-I FLOO~ 3" RL 4"RL STI-I FLOO~ 6 Tf.4 FLOOR 4TI-I FLOOR 3RD FLOO~ 4Tf.4 FLOO~ 6" OVERFLOW ~ 4" RD-l 6" OVERFLOW 4"RL ~ 4" RD-I ROOF 6" OVERFLOW 4"RL STf.4 FLOO~ 6 Tf.4 FLOO~ ~ 4" RD-I ROOF ROOF 6" OVERFLOW ')J "{ 4" RD-l ROOF ROOF 4" OVERFLOW 3" RD-l 6Tf.4 FLOO~ STf.4 FLOO~ 4" RL ~ 6 TI-I FLOO~ 6 Tf.4 FLOO~ 4" RD-l 3RD FLOOR 6" OVERFLOW STI-I FLOOR ROOF ~ REFE~ TO CIVIL--....... PLANS FO~ ............ CONTINUATION y::-,~"_,,. '........... 3" RL 4" RD-l ---. 4TI-I FLOO~ 14" PIPING BY' J'-"- CIVIl.. ENGINEe~ -.......... ROOF 6" OVERFLOW ~ 6 Tf.4 FLOO~ ~--~ 3RD FLOO~ 3RD FLOO~ / // ./ CATCI-l BABIN CIVIl.. ENGINEE~ ./' /' // ,.../// 2ND FLOO~ 4"RL P-31 6TI-I FLOO~ 4Tf.4 FLOO~ 4" RD-l 3RD FLOOR / /" 4" RL / // /...- /. / STI-I FLOOR ...-/ /" // // / 4"RL 4TI-I FLOOR ROOF . 6" OVERFLOW //rlZ STI-I FLOO~ /. // // " /" 4TI-I FLOO~ 4" RD-I / ROOF // ......-/ / 6" OVERFLOW //[/5' / -" /. /// ~/ / ..../ // // //// / /~14" PIPING BY' CIVIl.. ENGINEE~ 6 TI-I FLOOR 4"RL 2ND FLOO~ ~OOF 4"RL 6" OVERFLOW 3" RD-I \ 4" RL \. "r "'f 2ND FLOO~ - tJ5 ~ 6Tf.4 FLOO~ ROa: " 3RD FLOO~ STI-I FLOO~ 3" RL 3RD FLOO~ 4TI-I FLOO~ Q2 Feo GF~DE Keyplan " .........--12" PIPING BY' "'''y;{ CiVil.. ENGINEEP;! "'" "'" ",,- "--, STf.4 FLOO~ STf.4 FLOOR ", "" ", """ ,., 2ND FLOOR CO "'- ''', 3" RL 4Tf.4 FLOOR CATCI-l eA5IN CIVIl.. ENGINEE~ 3" RL 3RD FLOOR 4Tf.4 FLOO~ GFRADE 3RD FLOO~ WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach. FL 32459 Phone 850--231-2057 Fax 850-231-3553 C>2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL fORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 6 TI-I FLOOR 2ND FLOO~ Q2 6" RL GFRADE STI-I FLOO~ GF~E 4TI-I FLOO~ 3RD FLOO~ LOOR PLAN - UNIT A - LEVEL 3-6 ~- . 0' l' 4' 8' m..-~ R.RR.R. 11.:=::t 1111111 meCHAniCAL 1IlI1II1IlI1II enGneeRlnG RIIIII SOLUTIOns. R. Inc:. iii "".1 d """ ""., '. ....", '." . 'ii?' ...-7 ........ .'. ,\,"",11:-:-" . "';f(yO!!!, '1.:4 W 't,t, C ~ Date Plotted: J~t-JI:/~ Date Issued: JANUARY 10th, 2005 Revisions: \\\~ 5421 Beaumont Center Blvd. Suite 675. Tampa. FI 33634 Ph. 813.885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 6J:U;;;;.UM"J!4"d ~:l,~", Mark E. Awmiller. P.E. 53973 PROJECT NO. 03540 ~ E.:..4 E=2 3" VfR ,1/ / , ~ E=2 ~ 3" VfR '1/ / , 3" VfR ,1/ / , ~" I '> 1// (I I I ~ 3" vTfiii! I;::~ ::+: .E.:.] (' I I I ~ ~I I /1 I '-...... ;> 3" VTR ,1/ / , E=2 I I I I \i 3" Vffiii! ,1/ / , 2" '\ E=2 3" Vffiii! ,1/ / , E:l ~ E=1 ;2" '\ ~ E:l E=1 CD ~s~~TE AND VENT ISOMETRIC - UNIT A - LEVEL 3-5 / ~ o ~s~:TE AND VENT ISOMETRIC - UNIT A - LEVEL 6 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A m~~ 1II1111l11111l1111111 11~:::t 1lI11111 meotAnlCAL II III II III enGlneeFlnG llilllilll SCLUTIOns,1lI1II 1rlC. III 5421 Beaumont Center Blvd., Suite 675. Tampa. R 33634 Ph. 813.886-9600 Fa" 813.884-0046 Certif,cate #8304 Project # 2003580 Mark E. Awmillar. P.E. 53973 NOTE: ALL WA6TE AND VENT FIFING SI-IAJ..L 6E 3" UNLESS NOTED OT~Efii11.IJree. ~ ALL WA6TE AND VENT FIFINa SI-IAJ..L 6E 3" UNLESS NOTED OT~Efii11.IJISE. Keyplan THIRD-SIXTH FLOOR rlI. ''''. ,.,,,%;id ~'h.. \,--' %:", ~.(";. , ..f.) il .'~S' 4:; , f..i M' c~.s)~ } v.L~~./.',~:,,{K:.'...'~.'.-...,1.-. J......' "'....f...#... '...$'.'.. ,'. "'1"""...........1.......... .(f:;:),,('~~;, -$<JL~" :7,'/ -" ~ ,..71!~/ ..-~ r..~....-e... +....::.7 ....-it;.tot;<;~J#..; 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813--247--3507 AA1785 5365 E Cty Hwy 3D-A Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 iC> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECnON INCLUDES BUT IS NOT LIMITED TO THE OVERAll FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 100% CONSTRUCTION DOCUMENTS P-904 lL ~ if0 ~J ~/4" CW ~/4" l4W JJ . ~/4" CW : ~ ~/4" l4W I"I~" /1. l //Jl ~.. ~ ~ ~ ~ ~~/4" CW ~~/4" l4W 1" CW ~/4" l4W I" CW ~/4" l4~ 1 I" CW 1 ~/4" l4W' ~ ~~ ~/4" CW ~/4" l4W <1 /j ~ I E=2) JJ I" CW WITH Sl4UT -OFF VALVE I" CW @ ~ ~ E=2 .E.:l ~ E.:l @ ~s~;TE AND VENT ISOMETRIC - UNIT A - LEVEL 2 /1 ifPl 'J E::2 "l II ~ LE=1 LL "l l ~ E=.2 L~ CD ~::~ESTIC WATER - UNIT A - LEVEL 2 ~ ALL COLD WATER AND ALL !-lOT WATER PIPING 51-lALL 6E In" UNLESS NOTED OTI-lERUJI5E Keyplan SECOND FLOOR ~ ALL WASTE AND vENT PIPING SI-lALL 6E 3" UN1..Eee NOTED OTI-lERUJI5E. WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A m~'- 11....11..11.. 11t:::t "1=1=_ meCHAniCAL 1IllIl".UII!! enGlneeFlnG II.... SCLUTlons.llI.. IrIC. III 5421 Beaumont Center Blvd., Suite 675. Tampe. R 33634 Ph. 813.885-9600 Fax 813.884-0045 Cartif'cata #8304 Project # 2003580 Mark E. Awmillar. P.E. 53973 ..~id'~ "'.'L.,eB<. . (11<:", "'(,~ W\$t ".J;; , . ",', .~. ''#1 , l\"t 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 (,;~),),,{;:,~//'>>~ (,J" tC;'V::~-'> ...... ...... ~ "'~7;';r?$-e:&t€e-€~ctt "._.:7 (;eA~NjC'ij:1r"fb l:> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMB"DED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 100% CONSTRUCTION DOCUMENTS P-905 E.:..4 E.:..4 .E::J F-3& ~ ~ E=l~ 21~ ~ Q) ~s~;TE AND VENT ISOMETRIC - UNIT B - LEVEL 3-5 3" VT~ '1/ / , E.:..4 ~ ~ .E=-.4 ~ 3" VT~ ,1/ / , 3" VT~ ,1/ / , .E::1~ 21~ 3" vT~ ,1/ / , .E=2 I.'~ D iJ.k)fln~ . .<.;.9~~:;;~1V1. $f.RV1CfS I ~4f#!'.4,l~1 ~<:'''';'"''"''.'',,''''''','''','''''':,:~:' NOTE: ALL WAeTE AND VENT FIFING Si-lAI.I. 6E 3" UN1..E55 NOTED OTi-IE~ISE. Keyplan A A A A THIRD-SIXTH FLOOR WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E ety Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHl PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERAll FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 3" VT~ ,1/ / , ~ ~> I( II 'I I 3" VT~ ,1/ / , .E::J ,1/ / , 3" VTR ~ "" > / I (1 I I I I o ~s~;TE AND VENT ISOMETRIC - UNIT B - LEVEL 6 NOTE: ALL WAeTE AND VENT FIFING SI-IAJ...1. 6E 3" UNLESS NOTED OTi-lE~I5E. m~~ 11I11I11I11I11I11I11I III:~ 11I11111 meCHAniCAL IIIUIIIIfIIlI enGineeRInG IIIIlIIIIfI SOLUTIOns. III III Inc:. III 5421 Beaumont Center Blvd.. Suite 675. Tampa. R 33634 Ph. 813.885~9600 Fex 813.884~OO45 Certificate #8304 Project # 2003580 Mark E- AwmillBr. P.E. 53973 ~1..e6> i d f2~11<:'f:) iZ' "($\ ..c: , ~ .-.... .~ ~ (~'~:;;1,J;~//1 j (f...r-.'............:-:2;;L:T:?.....'.,,'........~.... .~.:I.....,..-......".i#...........<....-#'..Z ...._......"". . ~..''7:F''i.?t#f?-.e.i)feZ#*-t:t:. %__ ..7 r~ ''''''''~~.J# . PROJECT NO. 03540 \\ I \\)~ ~,\\\ \ \ BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 100% CONSTRUCTION DOCUMENTS P-906 lL ~ ~ JJ \f0. <J I" CW 3/4" HUJ JE=2 ~J NOTE: ALL COLD WATE~ AND ALL HOT WATE~ PIPING &HALL BE 112" UNl-E&6 NOTED OTl-lERUI5E iffl ~ JJ )" CUJ UJITH SHUT -OFF VALVE I" CUJ P-33 @ f.=l @ E=2 (}) ~s~:TE AND VENT ISOMETRIC - UNIT B - LEVEL 2 NQIE; ALL WASTE AND vENT PIPINGI 5I-IALL l3E 3" UNLE&6 NOTED OTl-lE~I5E. s LL ~ JJ E=2 CD ~?Al~ESTIC WATER - UNIT B - LEVEL 2 Keyplan SECOND FLOOR WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850--231-2057 Fax 850-231--3553 @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGKT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. m~"" ........ II-=~ .11111 mec:HAnICAL .... enGineeRinG ... SOLUTIOns... inC.. 5421 Beaumont Center Blvd., Suite 675, Tampa. R 33634 Ph. 813.885-9600 Fax 813.884-0045 Certif,cate #8304 proJact # 2003580 Merk E. Awmillar. P.E. 53973 BPRC Submital: I Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: "~1)'W" .~' .,'N"--""'~^"-"'"'''-''''-''^''' .,' ((""'it.' ""'l" /. .."""-....--i41 i .~,,~ './'/,:,<':~__,: ":"..._' c- _ .'.' .'.:<',:,"",'::- '.::'_<" :,.'".~::' :.</' '."-"", :,."",".. ,.;. Cud' .', '[?lftU.f;?,C7;r't:tf 1{:~~C[<tkJC~?e ,\'1.lZf&id(}lt(;' " l' . <':l~ ~lB~.l~ ~ ~ . M' ~-.. ~ PROJECT NO. 03540 03540 100% CONSTRUCTION DOCUMENTS P-907 .E::1 ~ E=.l~ ~ E::22 CD ~s~;TE AND VENT ISOMETRIC - UNIT C - LEVEL 3-5 NOTE, ALL WASTE .AND VENT PIPING et-lALL 6E '" UNLE&e NOTED OTI-IE!lia.U15E. 3" VTR '1......- ......- , 3" VTR ,1......- ......- , 3" VTR ,1......- ......- , ('" J ~ I~ ~ I ~ I 'I ~ ~ 3" VTR I I ,1......- I ~ ......- , I E=.l~ I I ~ I I I I ~ 1 E::22 3" VTR ,1......- ......- , .E::1 3" VTR ,1......- ......- , o ~s~;TE AND VENT ISOMETRIC - UNIT C - LEVEL 6 I ~3;_;~1"""- I ~ ~......-, - 2" ,I I 2" 1'1 I ~I ~ ~ Keyplan A A A A A THIRD-SIXTH FLOOR ~ WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A m....... 11I11I11I11I11I11I11I II-=:::t 11I11111 mecHAniCAL 11I.11I11I enGineeRinG 11I11I11I SOLUTIOns III. Inc:. III 5421 Beaumont Center Blvd. SUite 675. Tampa. FI 33634 Ph. 813.886-9600 Fax 813.884-0046 Certif,cate #8304 Project # 2003580 Merk E. Awmiller. P.E. 53973 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 Al'm n~OWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 mE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS mE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. ~ ALL WA6TE AND VENT PIPING et-lALL 6E '" UNLE&e NOTED OTI-IE!lia.U15E. ."'idr.:. ~."..'.' &.",..,' ;;:? . . ",:".Jh..'. ."",. .", ~'(f. . ~\ .ilJ<iS' ~ ~ , . ~ (;;)-)/~:,/d" .'. . rf-;;:r?;f^: '-'~'/;-"f.nfU#;fC./t-?<1C6 'l'2:;' (tlf'!Mj.C~,?et PROJECT NO. 03540 BPRC Submital: Date Plotted: JANUARY lOth, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 100% CONSTRUCTION DOCUMENTS P-908 ~ ~ ~ rr ~ / / 11 ~ I . /"1n 1./ ~j E::2 @ ~ <::::::. ~ L L . . 3/4"CW ~ ~ 3/4" I-IW . 3/4" CW ./ 112" HW ./ - I"CW 3/4" HW ~JJ J ~ l. I I, ~ L I ~I If1~JJ l . . E..:..2 L L l~ E.:l I" CW WITH SHUT-OFF vALve I" CW F-33 E=.4 1 Q) ~~~ESTIC WATER - UNIT C - LEVEL 2 ~ ALL. COL.D WATE~ AND ALL. I-IOT WATER PIPING &l4ALL. eE 112" UNL.ESS NOTED OTI-IERWISE Keyplan B A A A A A B H SECOND FLOOR ~J 2" I :.L-~ @ .E:J E::I2 @) o ~s~;TE AND VENT ISOMETRIC - UNIT C - LEVEL 2 ~ AL.L. WASTE AND VENT PIPING 8I-IAL.L. 6E 3" UNLESS NOTED OTI-lERWlee. m~~ mlamlalllmla 111:::t 11I11111 mecHAniCAL .... enGlneeFlnG 1a.1lI SCLUTIOns,1II1a Inc:. . 5421 Beaumont Center Blvd., SUIte 675. Tampa. FI 33634 Ph. 813.885-9600 Fax 813.884-0045 Cartif,cata #8304 ProJact # 2003580 Mark E- Awmiller. P.E. 53973 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A \4es.id~Q(:", e,. ~S' Cf <~ , . ~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247--3507 AA1785 5365 E Cty Hwy 30-A Suite 108 Seagrave Beach, FL 32459 Phone 850--231-2057 Fax 850--231--3553 ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITEDTO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. CW:::;;;90Naf @!:1~ PROJECT NO. 03540 BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: / \\ \,\Otl 03540 100% CONSTRUCTION DOCUMENTS P-909 / / / ~ ~. .~ "" '0 E.:..I1 <:~ ~ I" CW 314"~' / @ @) 8 @ @ kQ 1"", I '" '" I '" ~ I / 'J I /~ I ~ l~1 <1.,,1 I I I @ 8 @ @ ~ E:.l 'i .E=2 3/4" CW 3/4" I-IW (1 '-.!.. 3/4" CW ..... IY 3~4" l-IW ';>'Sq . .. I. l E.:.2 <:./ 3/4" CW . ~ 314" I-IW l"=J ..:>: 1 L.L ~ <~ E.:..I1 @ E..:A E.:..4 @ ~ ~ @ 3/4" CW 3/4" l-IW E.:..4 €V NOTE, ALL WA5TE AND VENT PIPING I &HALL 6E 3" UNLE5e NOTED OTI-IE~leE. m @ ~s~;TE AND VENT ISOMETRIC - UNIT D - LEVEL 2 '''4ee;id~t)(,< ^ . ."(;4 ~< t~ ~. ~, .~ W , I!"I.f PROJECT NO. 03540 / \\\~~V) I ('. '?);;;~. . ""/,,..,,,,...,.~- Afl!":y.:-:;'.'.>..:'......'.'.) .(. IV' ./ . . {("./. ...,.",f . . "......./ . ^ "'t::n,tj;'u->t)(<~"i>>1-C~ i::"'" K~'fie$(:~?~?! ~ ~ Ll II E..:A :jJ JJ ~ ~ CD ~~~ESTIC WATER - UNIT D - LEVEL 2 ~ ALL COLD WATE~ AND ALL I-IOT WATE~ PIPING &HALL BE 1/2" UNLE5e NOTED OTI-IE~lee Keyplan C B A A A A A B H SECOND FLOOR WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A m~~ 1Il1ll1ll.1Il1ll1ll 111:::t 1Il1=1== ITlECHAnlC:AL III QIIUI III enGineeRInG mlllm SOLUTIOns. III II Inc.m 5421 Beaumont Center Blvd.. Su,!e 675. Tamp.. FI 33634 Ph. 813.885-9600 Fax 813.884-0045 Cartif,cata #8304 Project # 2003580 Mark E. Awmiller. P.E. 53973 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach, FL 32459 Phone 850--231-2057 Fax 850-231-3553 ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 100% CONSTRUCTION DOCUMENTS P-91 0 .///~ l~/ ~~ ~ E::J rrY LF ~ ~J [3" YTR -r ~ 'I I I I @ E::.4 o ':!s~;TE AND VENT ISOMETRIC - UNIT E - LEVEL 2 @ rnl CD ~~AL~ESTIC WATER - UNIT E - LEVEL 2 E::.4 ~ /. ~/ ~~ NOTE; ALL COLD WATER AND ALL HOT WATER FIFINGs &l4ALL BE 112" LNLE&5 NOTED OTI4E~15E Keyplan I <<- >> ./ I" CW WITI-l 5I-lUT-OFF YAl-VI: /. ./ ~JJ ~ @) [3" YTR l I "'- "'- I "'- "'- I "'-",- "'- @) "'- "'- "'- "'- ~ I I I 3/4" CW 3/4" I-lUJ E::.4 @ ~ E=J 3" YTR ~ ~~ ~ I I - ~" @ @ @ ~ ALL WASTE A/'IlD 'VENT FIFINGs &l4ALL BE 3" UNLESS NOTED OTI4E~I5E. @ PROJECT NO. 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A m~~ ....... II-=:::t -11111 mecHAnicAL lI..UI enGineeRinG lI.. SOLUTIOns, _. lnc.lI 5421 Beaumont Center Blvd., Su'te 675. Tampa. FI33634 Ph. 813.886-9600 Fax 813.884-0045 Certif,cate #8304 Project # 2003580 Mark E. Awmiller. P.E 53973 Ssid~ "\,4.e" .. ....l1c~, 3.',' . '{~t.. .. {j' ~ , i' f'>'II< 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248--9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A, Suite] 08 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C B A A A A A B H ,..;M~ /'^"'" .b<;...........".,............) / 1./ (C')L,; 'b?~tf,:t.~<(c-t>?<c#) rtL;;7 c.?,,'!~iC~-p<'J rc 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AHD KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERAll FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, SECOND FLOOR BPRC Submital: Date Plotted: JANUARY lOth,2005 Date Issued: JANUARY 10th, 2005 Revisions: 11'0)- /w JAN 2 I 7005 f OEVEL I " 03540 100% CONSTRUCTION DOCUMENTS P-911 2" ~ E:.22 ~ ~ ~ ~ E:1 CD ~s~;TE AND VENT ISOMETRIC - UNIT F - LEVEL 4-5 ~ ALL WASTE AND VENT PIPING ~ALL 6E 3" UNLE6& NOTED OTI4E~16E_ ~ ~ 3" VTR .......1/ / ....... ~ 2" ;l /"" I I /"" /"" I I /"" < ~:I 3" vr~ '1 .......1/ / ....... I 3" vr~ I .......k / ....... ~ I 1::=2 ~ /"" ~ /"" I /"" ~ I I I I ~ I E:1 ~ 3" vr~ .......1/ / ....... ~" I I I ............... ............... ............... ............... ............... -> 3" vTR .......1/ / ....... 3" vr~ .......1/ / ....... 3" vr~ .......1/ / ....... I I 1 '. ~ I 1\ , ,t . il , . I I 'I -' Keyplan A A A A A FOURTH-SIXTH FLOOR WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. m~"" 1JI1I1JI1JI1IIIJIIII II~~ ml=I=1 meC:HAnlC:.AL.IIIIl11UIIII enGineeRInG IIIli11J1 SOLUTons. m. Inc:. III 5421 Beaumont Center Blvd.. Suite 675. Tampa. FI 33634 Ph. 813.885-9600 Fax 81 3.884--0045 Certificate #8304 Project # 2003580 Mark E. Awmillar. P.E. 53973 ~ 3" vr~ /"" .......1// ./ ....... ~ .t {,1 J~ ~l';' )~:: ti ! 1~1rL' ..... 'i. '.. Lith 'AM.,! ?nn4i , ! " .. , Of- .~.~.~ {~'.;, ::_:: ,I \ ,_ .r, .'f",,( , ;"~-'C ~~h r" r- ",~,._~..... ..) 1: ~ " @ ~s~~TE AND VENT ISOMETRIC - UNIT F - LEVEL 6 ~ ALL WA&TE .AND VENT PIPING 6I-lALL 6E 3" UNLE66 NOTED OTI4E~16E. _'1 ""^",,e.;iclet,. '\......,.,. . ... ~(" . (;) q.'t$'> 4:;. , ~ ft " ~./"..,.""~ _.....,.......,~- '.'.'.. /., .. -'" ~-).:> .1 (;.,..".,.:...;/i"v":~.;.<~~::::::.:,., :'Y;': ,-, ;~" ':> ..;.,,::'.:" ;,::_' (.J;...~.,..j/""'-;'-:.., '.;::(.~' ',:'_ -,"..' ~~. ~ l.f#t1fU-e tt:.e r<t! ~,~ e~~;n;JC~9'~ PROJECT NO. 03540 BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JAN UARY 10th, 2005 Revisions: 03540 100% CONSTRUCTION DOCUMENTS P-912 /1 @ ~ ~ ~. ." // @ J ~ ~ Ll ." "" ~ 'l 8@E=2 F3 ~ >Y ~ E=2J ~ @ ." 1" CW 3/4" HW LL~ ~ ./ :~CW /' . 3/4" I-IW / / .E::l E=.J. ~ ." 3/4" CW ~~4" '"" I @ l E:::.!1 [~ . .~ .'-' L~ >> Ll ~ E=1 JJ .J~ JJ ~ @ ~ ~ ~ I" CW 3/4" HW @ ~ I" CW WITH SHUT-OFF vALvE E::>> I( ~ LL~ (2) ~s~;TE AND VENT ISOMETRIC - UNIT F - LEVEL 3 J' . ~ r,<. .,~,~ i ' r,,;, f'; :1' 'f7r; ~ AL1. WASTE AND VENT PIPING 5I-1A1.1. 6E 3" UNL.ElXl NOTED OTI-lE~15E_ II'; .~! ... ~~ , ~ . :'.I?f?~ ~. ....~ ... :-"_~::-/::i'?~7-.. CD ~~~ESTIC WATER - UNIT F - TYPICAL LEVEL ~ AL1. COLD WATEfii! AND ALL I-IOT WATEfii! PIPING 5I-IALL 6E 112" UNLESS NOTED OTI-IEfii!WISE BPRC Submital: Date Plotted: JAN UARY 10th, 2005 Date Issued: JAN UARY 10th, 2005 Revisions: m~~ .R.RIII.R II~=- 11I11111 meC:HAnlC:A... IJBIUIIIJ enGineeRInG IJBlruJlIIII SOLUTlOns,lIIR Ine.1I 5421 Beaumont Center Blvd.. Suite 675. Tampa. FI 33634 Ph. 813.885-8600 Fax 813.884-0045 Certificate #8304- Project # 2003580 Mark E. Awmill.r. P.E. 53973 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A Keyplan 100% CONSTRUCTION DOCUMENTS 'd' :--:>;'.":',,'~ -'l,.....€:fiis1 . t;""h y....... " ~'(>. .~~ tV "<$i- C ~ tit. 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248--9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231--2057 Fax 850--231-3553 C B A A A A A B H P-913 (:~h;:';~/fC#!':Yce ~(o/~::~~jc!-1?<;t THIRD FLOOR C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlON ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 ~ ~ ~ CD ~ ~ .E.:.2 3" VTR 'k / , ~ E=22 3" VfR ,1/ / , 3" VfR ,1/ / , ~ I -1 : ... , ~ . ....... ____.. _ '0',,_ '.'" ~.. ~ _. .~~........................ 1,-").- .. .'. . Py ...".'J,...t 0 o NO SCALE ~ 2" ENLARGED FLOOR PLAN - UNIT G - LEVEL 4-5 NO SCALE ~ ALL uJASTE AND VENT PIPING I 51-1ALL 6E 3" UNLEee NOTED OTI-IERWI5E. ~ 3" VfR ,1/ / , ~ 3" VfR ,1/ / , ~ "- I "- "- / I "" / "- / I "- / "" < ~ I "" "- I "- .E.:.2 "" ~ I ,~.....'.....,...-~-.... / ~ / I / / I I Ii \ j,-;, ;i;r,;.;--- ,n on I~ f J' I ~ 1M.! f) ! 'nrH\ / / 3" VfR ,1/ / , Keyplan A A A A A B H FOURTH-SIXTH FLOOR WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 3" VfR ,1/ / , ~ 3" VfR ,1/ / , E::l1 NOTE, ALL uJA5TE AND vENT PIPING eI-IALL 6E 3" UNLE&e NOTED OTi-lERWI&E. 2' UNIT G - LEVEL 6 ENLARGED FLOOR PLAN m...... IIIIIlUIIlUU. II':=- 11I11111 meCHAniCAL 11I11I11I11I enGineeRInG IIlIllI11 SOLUTIOns, UIIl Inc:. U 5421 Beaumont Center Blvd. SUIte 675. Tampa. FI33634 Ph. 813,885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 Mark E, Awmillor. P.E. 53973 BPRC Submital: Date Plotted: JANUARY lath, 2005 Date Issued: JANUARY lath, 2005 Revisions: 1"es.id.et}" o~" (.~\ 4j' c'$" :t: ", ~ f'<t 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850--231--2057 Fax 850-231--3553 ~ \~lfJ (:?)11;';:~~te$;:r<;/ g/j;?~~~2$&!?,e~ ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHt ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROtECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMitED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 03540 100% CONSTRUCTION DOCUMENTS P-914 JJ ~ ~ ~ ~. 3/4" CW 3/4" l-4uJ 3/4" CW J 3/4" l-4W .E:.1 lL ~ ~ J~ E=2J ~ ~. ~ ~ @ y~ . ~J J E=2J g. ~J .~ l"CW / . . ~3/4"l-4W I" CuJ . 3/4" ...~ / // ~ ~ (( ) 3/4" CW 3/4" l-4W I" CW WITl-4 5I-lUT-OFF vALVE 1 ..4 // .. /../ JJ . / E=.22 ~ ~ ~ @) ~ s 2" @ 1"1 // l~ Q) ~~~ESTIC WATER - UNIT G - TYPICAL LEVEL hIQIE= AL1. C01.D UJA TE~ .AND A1.1. !-lOT WATER PIPING 5I-lA1.1. 6E 112" UNLESS NOTED OTI-lER:LUI5E ~ .E-=2 ~ 8 hIQIE= A1.1. WASTE AND VENT PIPING 5I-lAL1. 6E 3" UN1.ESS NOTED OTl4EFi!LlJI5E.1 @ P-3S ~ @ @ s o ~s~;TE AND VENT ISOMETRIC - UNIT G - LEVEL 3 ~ . il"l .'" '-:;~:":'-:'l';;", ..;.r... ~ .. I: l'~ ~.~.r:" Keyplan C B A A A A A B THIRD FLOOR WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231--2057 Fax 850-231--3553 @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INC LUDES BUT IS NOT LIMiTED TO THE OVERALL FORM AS WElL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. m~~ 1IIIIIIIIIIImlllm II':=- 11I11111 meCHAnICA.IIIIl1IUI enGineeRInG 11I11I11I SOLUTlOnS,mll IrK:. iii 5421 Beaumont Center Blvd. Suite 675. Tampa. FI 33634 Ph. 813.885-9600 Fax 813.884-0045 Certificate #8304- Project # 2003580 Mark E. Awmillor. P.E. 53973 <. 2;;..'etsid eQ. ~ . .(-~~4 ft"! ~ ".it;>, ~. 'j. . M" \ r \/ ~\\\lfJ (.'..~'N..^.. ~..: ,,//N.'= ((..,.,..,.,.,.....':\,....". ..- ~). /' ",.// -- -, y~:~"") - .,-,~; -~ ........_...../i< - '" '-,:;//:-:y ':<,. 'v.:':. :., :"1::_ "",,:;,,:.,,"_'.,' ::::v,.>::..v,.';"'/' ..:....'..''''. _:,'''',.'" ;'" -. ":w: . ., ?;r?(;U?C?rc:i! ~...........,.~ C?-fO#tJCf?4f PROJECT NO. 03540 BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY lOth,2005 Revisions: 03540 100% CONSTRUCTION DOCUMENTS P-915 (9~ ~ ~ E=--4 ~ ~ CD ~s~:TE AND VENT ISOMETRIC - UNIT H - LEVEL 3-5 ~ ALL. WA5TE AND VENT PIPING E'MALL. eE 3" UNLE55 NOTED OTI-IE~15E. E=1 (9~ 3"YTR ,1.....- .....- , k I I I ~ ~ ~ 3" YTR ,1.....- .....- , ~ I I I ~ "'-/ / / .....-/ / 3" YTR ,1.....- .....- , / / .....-/ ~ ~ I' ~ I ~ 3" YTR ~ ,1.....- ~ .....- , I "1 I I ~ 2~ I I E=.J ~ 3" VTR ,1.....- .....- , ~ ~.,-'~~:-'-'-" ..... ".,,,- -..... ...... Keyplan A A A A A THIRD-SIXTH FLOOR WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231--3553 \Q 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. A5 AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM A5 WEll A5 THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. E=--4 o ~~;TE AND VENT ISOMETRIC - UNIT H - LEVEL 6 m~~ llillllill.lIi. 11~::::t .:1::: meCHAnICA...IJIBIJIB enGineeRInG 1JI11111i SOLUTons. iii II 1r1C. 1II 5421 Beaumont Center Blvd. Suite 675. Tampa. FI 33634 Ph. 813.885-9600 Fax 813.884-0045 Certificate #8304 Project # 2003580 MaTk E. Awmillar. P.E. 53973 ~ AL.L. WA5TE AND VENT PIPING 5I-IALL. 6E 3" UNl..Eee NOTED OTI-IE~15E. .~ <;,'?Ald ~_ ."..... ",,"w' "-"", f(,,< $, ~S> ..q .~ , ~ ~ BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JAN UARY lOth, 2005 Revisions: ('~h;:::;'#:r((~<~1e~ g~:~~~;$C~?<}' ;:- \\ \\\fJ PROJECT NO. 03540 03540 100% CONSTRUCTION DOCUMENTS P-916 / >~ <fJ~ '" rt. LL ~ /: 11 ~ 3/4" CW I :"' . ~ 3t4" f';JJ .: .~ ~JV . /:/ / <314" CW 3/4" HW ~l;~ ~ . ~ ,. ~I" CLU ~ 3/4" HW 3/4" CW 3/4" I-lW E::>> ~J I" CW WITH 5HUT-OFF VALVE CD ~::~ESTIC WATER - UNIT H - TYPICAL LEVEL ~~ ~ s ~ ~ @ P-8 E.:J @ -. "-'.-'---"" .~~ ......" ...... ..'.... . '~-....... .~.. ~~ --: )~' o '!!s~~TE AND VENT ISOMETRIC - UNIT H - LEVEL 2 L~ ~ rt~ Y~;1::~ LE=l/. ~ ~ I . l ~ ~ ~ A ~... 'I .E.:.2 Ll E=l Ll ~ ALL COLD UJATE~ AND ALL I-IOT UJATE~ FIFINGJ 5I-IALL BE 112" UNLESS NOTED OTI-IERWI6E Keyplan 1 C B A A A A A B SECOND FLOOR WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231--2057 Fax 850--231--3553 ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCH'TECTURAl WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT lIMlrED TO THE OVERALL FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. m~~ tlmll!!limll!!litlm 11~:::t 1I!!Ii11111 meoiAnlCAL 1I!!Ii1l!!li1l!!li1ll enGlneeFlnG II!!IiIl!!liIl!!li SCLUTIOns.lI!!Iim Inc. III 5421 Beaumont Center Blvd.. Suite 675. Tampa. R 33634 Ph. 813.885--9600 Fax 813.884-0045 Certlf,cate #8304 Project # 2003580 MaTk E- Awmiller. P.E 53973 ~ ALL UJA&TE AND VENT FIFINGJ 5I-lALL ee 3" UNLEe8 NOTED OTI-lE~I&E_ >\1..,eSi d €1Q<> JZ; ~S~ 4:; ~ ~ f"!> {.:>)/~$</>"M~..i.. .............. ... ... .a;j/:"'; ..... ::)?'/~.#l e.UlIC7>?Y?! it C?>::*{$t':~f;<3'! PROJECT NO. 03540 I \\ \\~'J BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JANUARY 10th, 2005 Revisions: 03540 100% CONSTRUCTION DOCUMENTS P-917 ~. '" ~ E=D, .~~ :;/~ '" ~ <l~ I. ~ J .~ "". .~ ~ ~ ~~ . /~cw . ~ XI".CW 3/4"I4W ../" / 3/4" I4W 1 @ BPRC Submital: Date Plotted: JANUARY 10th, 2005 Date Issued: JAN UARY 10th, 2005 Revisions: E=12 I" CW // ./ /. ./ /. / // ( . .;(::: /. /' 3/4" I-IW ./ (] s AAv ~ ( I" CW 112" I-IW ~ // ( 3/4" CW 3/4" I-IW 3/4" CW 112" I4W 1"- I "- I ~ P-21 MY. ~ ~ ~ ~ 1"- I I E=2l =J E=21 s @ CD ~S:~ESTIC WATER - CLUB ROOM o ~~~TE AND VENT ISOMETRIC - CLUB ROOM ~ AL.L. WASTE AND VENT PIPING SI-lAL.L. 6E 3" LNLESS NOTED OTI4ERWlSE. ~ ALL. COL.D UJA TE~ AND AL.L. I-IOT WATE~ PIPING SI-lAL.L. eE 112" UNL.ESS NOTED OTI-lERWISE ~ Keyplan m--~ IIlmllllllBlIlm II':=- BIIIII meCHAniCAL mlllllum enGineeRInG mlllm SOLUTIOns. Bm Inc:. III 5421 Beaumont Center Blvd.. Suite 675. Tampa. FI 33634 Ph. 813.885-9600 Fax 813.884--0045 Certif,cate #B304 Project # 2003580 Merk E. Awmiller. P.E. 53973 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ~id - ...::t.-..C 5 eq (:_> '. l<-#,;; ill \C <is' ~. ;...; , f'I" C B A A A A A B H 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3Q-A Suite 108 Seagrave Beach, FL 32459 Phone 850--231--2057 Fax 850-231-3553 ('~::- ':It.. """-""""-//"~"<:'")'''(--\ ". ,i1 ..'/<' ,.'. ., ". .. fer; < . ,.' ., ..ct;,)c~.{ ,...... ~ ", .,., ff?'6Uffzre.e 'lL._ e.?>;;kjC~'f'<-: ~ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES At..JO ELEMENTS OF THE DESIGN. SECOND FLOOR PROJECT NO. 03540 03540 100% CONSTRUCTION DOCUMENTS P-918 B.EVATOR POWER SHUTDOWN FN:P FACP BY D1V. 16000 TO PfE- ---I><l--i ACTION sPRINI<LER S a SYSTEM ~ BY OIV. 15000 TO PAE- ~ ACTtON SPRINI<l.ER $Y8T&M 8 PFOVIDi CIRCUIT BAEN<ER SHUNT TRI~.MOLOED CASE 8WITOI. 8IZED TO UlSOONNECT SWlTai .. AlCED 136' AXED FEEDER m:>M W D1SCOffECT ~1'OR mJlPMENr AM. ELEVATOR HOISTWAV GENERAL NOTES: <D PROVIDE ONE ft WARNING UGHT ADJAC9IT TO ELEVATOR CALL IMTON EACH SHAFt 11E UGHT ~~Y~~'= ~Jl~1lE SMOl<E DETECTOR IN MAQollNE ROOM OR @ RDE~ AOJACBn' TO lHE UQHT WHICH SHAU..19D: '00 NOT USE ELEVATOR" M1N. (!) PROVIDE EXTRA SET OF CONTACTS. @ ~ ~A~=~ROOM!M)t(E DETECTOAWlTH ElEVA10R LOBBY SNOI<E& @ ~DETECTOR SHALL BE 1NTEFWCt<ED WITH PRE-ACTlON SPRINI<LER SVSTeM IHJ 8IoW.L PAlOA ~~~ OF WAlER, AUTOMATICALLY DISCONtECT THE MAIN POWER SUPPlY TO THE @ IEAT DETECTOR OIMCES &HALL DERIVE fl'OWER fR)M THE aEVATOR MOTOR POWER CIRCUITS. REV: 0120.03 CEGI 868 ELEVATOR SHAFT DETAL tlMOI<E OEfECTCIt AEClUlRED BY 1II8t EDITION OF ANSI A17.1 ENFORCED. DETECTOR SHAU. INmATE PIWIE I FECALL 288" SPRIN<I.ER lEAD (TYPICAL) tNDICAT SH1T-<)Ff VALVE .. HEAT DEfECTOR I ALL. HEAT DETECTORS AUTOMATICALLY j 8HALL 8HVNT mP PWR TO TIE ELEVAlOA PRIOR TO THE APPUCAnON OF WA1EA ~ I. TAWER SWITCH (TYPICAU CONNECT TO fPACE DEI'ECTORS IN SMOKE COttPAAThENTS PAOV1DE R.MHING 'DO NOT USE eu:vAlOA" ~~AND LOBBIES )e< ELEVATOR WARNING UElHT. CONTfnLED )5\ ONLY BY ELEVATOR MACHIN! ROOM SMOl<E DETECTOR UGHTS tiIHAI.L BE POWEfE) BY FJICP CONNECT TO $PACE oeTECTORS IN SMOKE COttPAR'rttENTS LOBBY ao<E DETECTOR ~QUIRED AT ALl.1.EVEL$ LOBBY AN) EQUIPMENT ROOM SMOI<E DETECTORS SHAU. INITIATE PHASE I IlECAU. 1/2' ~.m. AM. tma 1. NO EXCI!PTtONS FOR MACHINE R)()t,fJ LOCAlS) Aw::NE TIE HlGIEST ~==~~BY II 3. BUII.DlNa 101* sPRINI<LERED Nfl TRAVEL DlSTAta. ... tEAT DETECTOR IN MACHlIIE ROOM AND AT ToP OF SHAFT &HALL NOT Be CON€CTED TO BUILDING A~ AI.AfIM SYSTEM. II II 18TM PIT PlT HEAT DETECTOR 8tW.L INITIATE I'lDG FIAE 1UIN AND SHltU TRIP aEVATOR ~ LOCATE fEAT CE1ECTOR ADJACENT TO THE SPRIN<I.ER HIi!AD ~: 012O.oa CEGI _ DEVICE RNG INSTALLATION GROlH) WHIP 1/2 (TYPJ CXHlUI~ +-- FlNll!iIED WALL SURFACE BOX SCfIEW TVPICAt. B..ECTRlCAL DEVICE WI~ NUT ) l-""" TO OTHER 0U1\.E1'S 1/8" ~ (WI llQIEa 1. ELBCTRICAl. DEVICE BOX COJER TO BE B.LIElU WITH FINISHED WALL. SUfFACE. II:V: OUIUIS CEQI see ELECTRICAL LEGEND: qp 120V., DUPLEX RECEPTAClE ~ 120V., HAlf SWITCHED, DUPLEX RECEPTAa..ES <I> 120V., ABOVE COUNTER, DUPLEX RECEPTACLES <I> 12OV.. CE1UNG MOUNTED, DUPLEX RECEPTACLES nJOrE: - qPF ALL RECEPTACLES IN BEDROOM - 12OV.. GROUND FAULT INTERRUPTER, DUPLEX RECEPTACLES OR SLEEPING ROOM SHALL BE ~F ARC FAULT INTERUPTING TYPE - 120V., WEATHERPROOF, GEl., DUPLEX RECEPTACLES CIRCUIT BREAKER PROTECTED qpSOA - 240V., 30A DRYER RECEPTACLE qp60A 240V., 50A RANGE RECEPTACLE . 120V.. QUADRAPLEX RECEPTACLE $ TOGGlE SWITCH $. 3-WA Y TOGGLE SWITCH (AlL DEVICES SHAlL BE 'llECOAA. SERIES STYLE WITHI- MATCHING PLATES ALL IN WHITE $0 DIMMER SWITCH - $, PILOT INDICATED LIGHTED SWITCH CD JUNCTION BOX FOR ELECTRCAL DEVICE INSTAlLATION SPD SURGE PROTECTIVE DEVICE t{) WALL OUTLET 0 CEILING OUTlET ~ TELEVISION OUTLET ~ TELEPHONE OUTLET S[ TELEPHONE OUTlET ABOVE COUNTER W TELEPHONE OUTLET WAll. MOUNTED AT 50. ~ ~ COMMUNICATIONS PANEL Q BATHROOM RECIRCULATING FAN --- ELECTRICAL PANEL WP WEATHERPROOF DEVICE GF GROUND FAULT INTERRUPTER DEVICE (Gt 12OV.. SELF-CONTAINED SMOKE DETECTOR INSIDE CONDO.. SURFACE MOUNTED @ SMOKE DETECTOR. SURFACE MOUNTED, (fiRE AlRM) ~/ SMOKE DETECTOR, OUAL-CONTACT, (FIRE ALARM) (8) HEAT DETECTOR (FIRE ALARM) ~ FLOW SWITCH (FIRE ALARM), SEE VENDOR DRAWINGS FOR QUANTITY. 1m TAMPER SWITCH (FIRE ALARM), SEE VENDOR DRAWINGS FOR OUANTITY. {!)<J MINI-STROBE I SPEAKER INSIDE APT. (FIRE AlARM), WALL MOUNTED III MANUAL PULL STATION (FIRE ALARM) [E]<J COMBINATION STROBE LIGHT I SPEAKER (FI RE AlARM~ @:: (FIRE ALARM) DUCT SMOKE DETECTOR - SEE MECHANICAL FACP (FIRE ALARM) CONTROL PANEL (FACP) WITH CENTRAL STATION ~ TRANSMITTER (FIRE ALARM~ SURFACE 8 EXIT LIGHT EMERGENCY BATTERY UNIT, MAINTAIN POWER TO UNIT AT ALL TIMES (SEE PlANS FOR SURFACE OR RECESSED UNITS) 4JBtf SURFACE EMERGENCY BATTERY LIGHT, MAINTAIN POWER TO UNIT AT ALL TIMES MOUNT AS CLOSE TO CEILING AS POSSIBlE. GENERAL NOTES: 1. MOUNTING HEIGHTS OF DUPLEX RECEPTACLES, TOGGLE SWITCHES, THERMOSTATS. ETC. SHALL COMPLY WITH THE FLORIDA ACCESSIBILITY CODE OF BUILDING CONSTRUCTION, 1997. 2- ALL RECEPTACLES IN SLEEPING ROOMS SHAll BE oARCo FAUlT INTERRUPTING TYPE GENERAL ELECTRICAL NOTES: 1- ALL WORK SHALL CONFORM WITH ALL LOCAL. STATE. FEDERAL ORDINANCES AND BUILDING CODES GOVEFt4lNG THE INSTAUATlON OF THE ELECTRICAL SYSTEM. IF WOf1( AS LAID OUT, JNDICATED OR SPECIREO IS CONTRARY TO OR CONR.ICTS WITH LOCAL ORDINANCES, BUILDING CODES AND REGUlATIONS, THE CONTflACTOR SHALL REPORT IN WRITING TO THE ARCHITECT I EJoGINEER BEFORE SUBMITTING A BID. THE ARCHITECT I ENGINEER WILL THEN ISSUE INSTRUCTIONS AS HOW TO PA:>CEED. 2. ALl ELECTRICAL WORK PROVIDED FOR THIS PROJECT SHALL COMPLy WITH THE REQUIREMENTS OF THE NATIONAL ElECTRICAL CODE (NFPA-701 LOCAL CODES. AND THE FOLLOWING CRITERIA: A) TRADE SIZE COl'OJIT SMAI..I..ER THAN 1/2 INCH SHALL NOT BE USED. B) ClOtt[)UIT ABOVE GRADE AND NOT EXPOSED TO WEA THEA SHALL BE ElECTRICAL METALLIC TUBING (EMT). FITTINGS SHALL BE COMPRESSION TYPE. C) CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC EXCEPT TURNS AND PENETRATIONS AT GRADE SHAU. BE GALVANIZED RIGID STEEL 0) CONDUIT ABOVE GRADE AND EXPOSED TO WEATHER SHALL BE GALVANIZED AlGID OR 1NTEfM3)IATE WETAL CONDUIT. S WIRE SIZE SMALLER THAN #12 AWG SHAll. NOT BE USED FOR POWER AND LIGHTING CIR F) ALL WIRING PROVIDED BY THE ElECTRICAL CONTRACTOR SHALL BE COFPER. G) ALL CONDUCTORS SHALL HAVE A MINIMUM TEMPERATURE RATING OF 95 DEGREES C. (TYPE THW OR TYPE THHN), 9896 COPPER H) Wl-ERE POSSIBLf.. EXCEPT W}EN SHOWN OTHERWISE ON THE DRAWINGS. AlL CONDUIT SHALL BE RUN CONCEALED BELOW GRADE. WITHIN WAllS OR ABOVE CEIUNG. J) CON>UCTORS #12 AWG AND SMAlLER SHALl BE SOLID. CONWCTORS #10 AWG AND LAFGER SHAlJ.. BE STRANDED. CONDUCTORS '12 AWG MAY BE SOUD OR STRANDED, EXCEPT THAT ON..Y #12 AWG SOLID OR ONLY #12 NNG STRANDED SHAlL BE USED. I'Q THERE SHALL BE NO MORE THAN XlO DEGREES TOTAL TURN OR 160 FEET BElWEEN PlU POINTS IN CONDUIT RUNS. 3. THE DRAWINGS ARE TO BE CONSIDERED DIAGFWNlATIC, NOT NECESSARILY SHOWING IN DETAIL OR TO SCALE ALl OF THE MINOR ITEMS, UNLESS SPECIFIC DIMENSIONS Me SHOWN, THE STRUCTURAL. ARCHITECTUPAL AND SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. THE LOCATION OF ELECTRICAL DEVICES SWOWN ON THE ARCHllECTURAL DRAWINGS SHALL TAKE PRESlDENCE OF ELECTRICAL ORAWINGS. FOR DEVICES NOT SHOWN ON ARCHITECTUAAL DRAWINGS CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WOFlI<, CHECK DRAWINGS OF ALL TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED AND MAINTAIN MAXIMUM HEAD ROOM, OR SPACE CONDITIONS AT ALL POINTS. WHERE HEAD ROOM. OR SPACE CONDtTlONS APPEAR INADEQUATE. ARCHITECT I ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING Wln-IINSTAUATION. THIS CONTRACTOR SHAU, WITHOUT EXTRA CHARGE, MAKE FIBD t.tI>DIFlCATIONS IN LAYOUT AS NEEDED TO PREVENT CONRJCT WITH WORK OF VARIOUS TRADES OR FOR PPOPER EXECUTION OF THE WORK. 4. EXAMINE ALL DRAWINGS CAREFVU.Y PRIOR TO SUBMlTTltIG A BID. CONTRACTOR WILL BE REQUIRED TO FURNtSH, INSTALL AND I OR CONNECT WITH APPROPRIATE SERVICES ALL ELECTRICAL ITEMS SHOWN ON AtN OF THE ARCHITECTURAL. PlUMBING, AIR CONDITIONING. SPRINKLER DRAWINGS WITHOUT ADDITIONAL EXPENSE TO THE OWNER. IF DISCREPANCIES. CONFLICTS, INTERFERENCE'S OR OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WAlTING THE ARCHITeCT I ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BJDS ARE SUBMITTED. 6. VERIFY SERVICE CHARACTERISTICS. lOCATION AND OONNECTION Wln-I TElEPHONE AND ElECTRIC UTIUTY <::()WANIES PeRFORM ALL WORK RELATED TO SERVICE IN STRICT ACCORDANCE WITH UTIUTY COtJI'ANY STANDARDS AND REQUIREMENTS. 6. INSTALL WATERlALS AND EQUIPiENT IN A NEAT AND FIRST ClASS WORKMANLIKE MANNER THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AN) REPLACEMENT OF ITEM WHICH, IN HIS OPINION, 00 NOT PRESENT A NEAT AND WORKMANUKE APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE IMMEDIAT8..Y WHEN DIRECTED BY TH: OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRACTOR 7. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY HIM OF ALL ClAIMS OR QUESTIONS AS TO SUITABILITY OF TH: WORK OF OTHER TRADES OR OllER CONTRACTORS TO RECEIVE HIS WORK. THIS CO\'IITRACTOR SHALL REMOve AND REPLACE. AT HIS EXPENSE, All. ElECTRICAL WOfI< WHICH M,O.Y HAVE TO BE REMOVED BECAUSE OF INTERFERENCE WITH OTHER TRADES. 8. THIS CONTRACTOR SHALL OBTAIN AND PAY AlJ..INSURAflCE, FEES, PERMITS ASSOCIATION DUES, ROYALTIES. AND TAXES OF WHATEVER NATURE SHALL APPLY TO THIS WORK. HE SHAll.. ALSO PAY AlJ.. INSPECTION FEES AS MAY BE REQUIRED BY LAW OR ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM Am DAMAGE AND EXPENSE ARISING FROM AN'( VIOlATION OF THE LAWS, RUlES OR ORDINANCES. 9. AlL WIFE COPPER. IN RACEWAY. 10. PROVIDE MEANS 'FURNISH AND INSTALL'. 11. COORDINATE WOR< WITH WORK OF OTHER TRADES TO AVOID ALL CONFLICTS. 12. DO A COWLETE JOB, EVERYTHING CONNECTED, READY FOR USE. 13. PROVIDE lEMPORARY WIRlJoG SYSTEM FOR USE OF ALL TRADES. ADEOUA TE FOR ENTIRE NEEDS OF THIS PROJECT. 14. CONNECT ALL MOTORS, STARTERS, CONTROLS, DISCONNECT SWITCHES, CIFCUIT BREAKERS, ETC, WHETHER FURNISHED UNDER THIS CONTRACT BY THE GENERAL CONTRACTOR, OTHER su&-coNTRACTORS. OR BY THE OWNER. 15. PROVIDE PUlJ.. WIRES WHEN E~ CONDUITS ARE SHOWN ON THE P\.ANS. 16. PROVIDE UGHT FIXTURES AS SELECTED BY ARCHITECT, OR AS SPECIFIED. 17. PROVIDE AlL WIRING DEVICES. 18. IDENTIFY CLEARLY ON A TYPE WRITTEN FORM ALL CIRCUITS AND EQUIPMENT TO CORRESPOND WITH THE PlANS AND PANEL SCHEDU..ES AND ATTACH INSIDE THE PERTAINING PANEl... 19. PROVIDE RRE ALARM SYSTEM AS PER LOCAL AUTHORITIES REQUIRa.ENTS, VOICE EVACUATION. 20. . ALL UNDERGROUND RACEWAYS TO BE PVC, INSIDE CONCFETE SlAB EMT WITH APPROVED SET SCREW FlmNG, OR PVC. INSIDE pART/ilONS EMf OR ENT OR Me CABLE. IF Au.owEO BY LOCAL CODES. 21- ~ DRAWI~IS CONTRACTOR SHAU. FUftlISH THE ENGIf\EER WITH SHOP WINGS OF IPtENT PRiOR TO PURCHASE FOR APPROVAL 22- TESTING: TI-E CONTRACTOR SHAlJ.. TEST AlJ.. WORK AND EQUlfltJENT AS DIRECTED BY THE ARCHITECT AND BY AUTHORITIES HAVING JURISDICTION. FURNISHING ALL EQUIPMENT AND NECESSARY PERSONNEL AND ELECTRIC POWER THE ENTIRE INSTAlLATION SHALL BE TESTED FOR SHORTS, GROUNDS AND OPEN CIRCUITS, AND AlL DEFECTS SHAll. BE DEMONSTRATED TO BE IN PROPER WORKING AN> OPERATING CONDITION TO THE COMPLETE SATISFACTION OF TIE ENGlNE.ER. 23. GUARANTEES: ALL EQUIPMENT AND MATERIALS SHAlJ.. BE GUARANTEED FOR ONE YEAR AFTER 'THE DATE OF ACCEPTANCE BY OWNER 24. AT COMPLETION OF JOa THE B.ECTRlCAL CONTRACTOR SHALL GIVE THE OWNER AN AS-BUIL T SET OF REPROCUCIBLE SEPIAS SHOWING lHE EXACT ELECTRICAL INSTALlATION. WRITTEN MAINTENANCE INSTRUCTIONS AND SCHEDULE OF ROUTINE MAINTENANCE AS WELL AS At<< OTHER CLOSE OUT ITEMS REQUIRED BY THE CONTPACT DOCUMENTS. 25. BEFORE BlDDINQ TI-E JOB THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMIUAR WITH ANY EXISTING CONDITIONS. 26. AlL ELECTRICAl SWITCHES, CONTROLS, ETC. IN AU.. AREAS ARE TO BE AT ADA. FLORIDA ACCESSlBlUTY CODE AND FAIR HOUSING ACT COVAAINT HEIGHT. 27. SEE SPECIFICATIONS FOR ADOITlONAL IIIFORtJtATlON. CONDENSER UNIT DETAIL FAR HOU8N3 ACT FIXTURE SCHEDULE (M.H. SET BY ARCHITECT) TYPE SYMBOL DESCRIPTION MANUFACTURER (ALL FIXTURES SHALL BE 120 VOLTS) 'A' l (A) , PARKING GARAGE lIGHTOLlER CAT. NO. STA4WA232/120/SO!2-T8 VOLTS WET LOCATION (NORMAL POWER) CEILING SURFACE MOUNTED 'AE' ~~~ PARKING GARAGE L1GHTOLlER CAT. NO. STA4WA232/120!SO!2-TS/EM VOLTS WET LOC. (EMERGENCY POWER) EMERGENCY BATTERY, CEILING SURFACE MOUNTED 'EXE' 8EXE EXIT (EXTERIOR) lIGHTOUER CAT. NO. LW/N/1/A/ARROWS AS REQUIRED VOLTS (EMERGENCY POWER) EMERGENCY BATTERY EXIT LIGHT, WET LOCATION, VANDAL PROOF 'EXI' 8EXI EXIT (INTERIOR) lIGHTOLlER CAT. NO. LW/N/1!R1ARROWS AS REQUIRED VOLTS (EMERGENCY POWER) EMERGENCY BATTERY EXIT LIGHT 'EBE' ~EBE EMERGENCY LIGHT L1GHTOLlER CAT. NO. D4/EM/CIWH/120 VOLTS (2) 13W. EXTERIOR (EMERGENCY POWER) EMERGENCY BATTERY EGRESS LIGHT, WALL MOUNTED 'EBI' ~Eal EMERGENCY LIGHT L1GHTOLlER CAT. NO. D4/EMIC/WH/120 VOLTS (2) 13W. EXTERIOR (EMERGENCY POWER) EMERGENCY BATTERY EGRESS LIGHT, WALL MOUNTED 'B' r (B) I STAIRWEll. L1GHTOLlER CAT. NO. STA4WA232I120/S0J2-T8 VOLTS WET LOCATION (NORMAL POWER) CEILING SURFACE MOUNTED 'BE' ~~~ STAIRWEU. UGHTOLlER CAT. NO. STA4WA232.!120!S0J2-T8!EM VOLTS WET LOC. (EMERGENCY POWER) EMERGENCY BATTERY , CEILING SURFACE MOUNTED 'lC' @ LOBBY CHANDELIER JUNCTION BOX - 600W FIXTURE (CHOOSEN BY ARCHITECT I INTERIOR DESIGNER) 'fD' ~ CORRIDOR WAlKWAY WALL SURFACE -100w (CHOOSEN BY ARCHITECT I INTERIOR DESIGNER) 'BV' K@) BATH VANITY WALL SURFACE - 60W (CHOOSEN BY ARCHITECT I INTERIOR DESIGNER) 'PR' t-@ POWDER POOM WALL SURFACE - 100W (CHOOSEN BY ARCHITECT f INTERIOR DESIGNER) 'SL' @ SHOWER LIGHT WET LOCATION ONLY. INCLUDE LENS. - 40W (CHOOSEN BY ARCHITECT I INTERIOR DESIGNER) 'CL' @ CLOSET LIGHT CEILING SURFACE - 60W (CHOOSEN BY ARCHITECT I INTERIOR DESIGNER) 'RC' @ RECESSED CAN CEILING FLUSH - 100W (CHOOSEN BY ARCHITECT I INTERIOR DESIGNER) ~ BATH VANITY VAPOR TIGHT. BATH VANITY, COMMUNITY BATHROOMS, T18 LAMPS VT' WET AREA GENLYTE KALlEOASCOPE SERIES, WHITE FINNISH OR EQUAL BY ARCHITECT OR INTERIOR DESIGNER 'BL' @ OUTDOOR LIGHT SURFACE MOUNTED (CHOOSEN BY ARCHITECT I INTERIOR DESIGNER) l (L) ~ LAUNDRY ROOM CEILING SURFACE 'UL' (CHOOSEN BY ARCHITECT I INTERIOR DESIGNER) 'K' I (K) t KITCHEN CEILING SURFACE (CHOOSEN BY ARCHITECT I INTERIOR DESIGNER) 'LV' @ LIVING ROOM ACCENT LIGHT - SOW (CHOOSEN BY ARCHITECT I INTERIOR DESIGNER) @ @P JUNCTION BOX KITCHEN ISlAND PENDANT MOUNTED FIXTURE - 100W P (CHOOSEN BY ARCHITECT I INTERIOR DESIGNER) @ @F JUNCTION BOX CEI LING FAN F (PROVIDEO BY OWNER AND INSTAlLED BY OWNER) @D @). JUNCTION BOX DINING ROOM CHANDELIER 0 (PROVIDED BY OWNER AND INSTAlLED BY OWNER) @ @). JUNCTION BOX ENTRANCE CHANDELIER - 120W E E (CHOOSEN BY ARCHITECT I INTERIOR DESIGNER) @). @ JUNCTION BOX OOOR STEP PENDANT - 120W S S (CHOOSEN BY ARCHITECT I INTERIOR DESIGNER) @ @ JUNCTION BOX COMMUNITY ROOM CHANDELIER H H (CHOOSEN BY ARCHITECT I INTERIOR DESIGNER) A1 @ STREET/SITE LIGHT 120V 1100W STREETLAMP (CHOOSEN BY LANDSCAPE ARCHITECT) B1 @) LANDSCAPE LIGHTING 120V I SOW LANDSCAPE LIGHTING (CHOOSEN BY LANDSCAPE ARCHITECT) C1 @) LANDSCAPE LIGHTING 120V 150W LANDSCAPE LIGHTING (CHOOSEN BY LANDSCAPE ARCHITECT) 01 @) LANDSCAPE LIGHTING 120V 135W LANDSCAPE LIGHTING (CHOOSEN BY LANDSCAPE ARCHITECT) SC .SC EMBEDDED STAIRCASE 120V 140W STAIRCASE LIGHT LIGHTS (CHOOSEN BY ARCHITECT I INTERIOR DESIGNER) FIXTURE PACKAGE AS SHOWN BY: GENL YTE CONTACT: TOM KENDRICK 1.813.932.7277 OR 1.813.785.9639 NO SUBSTITIONS UNLESS AUTHORIZED BY ARCHITECT OR ENGINEER DRAWING INDEX -100 ELECTRICAL LEGEND AND SYMBOLS UST E-122 LEVEL 2 CORRIDOR ELECTRICAL PlAN E-123 LEVELS 3-6 CORRIDOR ELECTRICAL PlAN E-200 PARKING UGHTING/ELECTRICAl PlAN - EAST E-201 PARK! GHTI TRICAl PlAN - W ST E-202 ElECTRICA SITE PlAN E-205 DECK AREA ElECTRICAL PLAN E-208 SECURITY SYSTEM PlAN ~01 UNIT oA. ELECTRICAL PLAN E-402 UNIT OAT 8.ECRTICAL PlAN E-404 UNIT '8. B.ECRTICAL PLAN E-405 UNIT'B2" ElECRTICAL PlAN E-407 UNIT "C. ElECTRICAL PlAN NEMA '4X', FUSED PER MANUFACTURER ',-t/z (rYPICAU - -rr- I - CONDENSER ON ROOF -, SEE MECH. PLANS AND ARCHITECTURAL PLANS I FOR EXACT LOCA TtONS. CONTRACTOR SHALL REVIEW ALL MECH. I DRWG. FOR EXACT POWER REQUIREMENTS .J AND ADJUST AS REQUIRED WITH EXACT VENDOR DRAWINGS AT NO COST TO OWNER $ $0 $3 $4 $p cP :t: - - 1/2:" CONDUIT WITH CONTROL WIRING. CONDUIT BY DIV. 16000 WIRE AND CONNECTION BY DIV. 15000 (TYPICAL) --- 48" MAXIMUM TOP OF DEVICE E-409 UNIT '00 ELECRTICAL PlAN E-411 UNIT "Eo ELECRTlCAL PlAN E-413 UNIT Of. ELECRTICAL PlAN E-415 UNIT "Go ELECTRICAL PlAN E-417 UNIT"Ho ELECTRICAL PlAN E-418 UNIT"H2" ELECTRICAL PlAN E-420 CLUB HOUSE ELECTRICAL PLAN E-500 ROOF ElECTRICAL PlAN E-501 LIGHTNING PROTECTION PLAN E..f>OO COMMUNICATIONS SYSTEM RISER E-700 ELECTRICAL POWER RISER E-800 MAIN ELECTRICAL ROOMS ADS cPqp~y LIGHTING ~OTES: 15' MINIMUM BOTTOM OF DEV!CE MAINTAIN POWER TO EMERGENCY LIGHT FIXTURES Au.. ALL TIMES. SEE REFLECTIVE CEILING PLANS AND INTERIOR/EXTERIOR ELEVATIONS FOR EXACT LOCATIONS AND MOUNTING HElGHTS. Keyplan I! n : V.... l ,.\'o. J t.J ~ j BPRC Submital ,.tl",I\I(r::""~ 5E\rEl_OP EN SvC: :: ..~: r~ Date Plotted: '~ay 18, 2005 03540 WALTON H. CHANCEY a. ASSOCIATES ARCHITECTS PA C~N5U..l1NU NCiINf:eRINU -+- ROUP INC. IN11SRNAflONIi- THE RESIDENCES AT Date Issued: Revisions: & Bldg Dept Comments May 18. 2005 CONSTRUCTION DOCUMEt'- 100% ELECTRICAL LEGEND AND SYMBOLS LIST PROJECT NO. 03540 d' ~~~f~' 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-2-48-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3Q-A Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fox 850-231-3553 ~' If) \li\\ FtA iAllfL lUPf!F- E1WI.J CEGlTNNMV.RR.aIl rAW,., Fi1Jliir'_ B. IlEHZAIII PE IS3636 CEIiI CcMssIarl ....... OHU A A A A A WINDWARD PASSAGE E- 1 00 02003 TI1l!SEPlANS ARE COP'fRIGHreD AND ARe SUIIJCCTTO COPYRIGIIII'R01EC11ON ASAND "AACHIlECTIJRAL WORt(" UNDfR SECTlON 102 Of lHfCOPYIllGHT ACT. 17\JS0. AS AMENDED D€C1WtEIl, 191'OANO KNOWN ASARCH/Il!C1\JRAL 'lfORKSCOI'YRIGHT I'fiOTEC1ION ACTOI' 1990 '!ME PROTEC'llON lNCluoe; BUT IS NOT UMnEl TO tHE OVERAll FORM AS WID AS '!HE ARRANGEMENT AND COMPOSIllON Of SPACES AND ElEMENlS OF THE DESIGN. ELEVATOR POWER SHUTDOWN FACP FACP BY DIV. 15000 TO PAE- ---l>4--4. ACTION SPAINt<LER SYSTEM BY DIV. 15000 TO PRE- ---l>4--4. ACTION SPAINt<LER 136' FIXED _~ D S Z ........ SYSTEM ~ ~ '~ ~~ \'\ \~' r- 136" FIXED ~ D ~ SZ ~ E3 PROVIDE CIRCUIT BREAKER SHUNT TRIP, MOLDED CASE SWITCH, SIZED TO DISCONNECT SWITO-i .. LFEEDER FROM 'I-P DISCONNECT B.EVATOR EOUIPWENT RM ELEVATOR HOISTWAY ~E:':':E '" WARNING UGeT _ TO aBlATO' CAlL BUTTON ~AFT. 1lE UC>fT \V SHAlL BE RED, FLASH UPON ACTIVATION OF THE SMOKE DETECTOR IN MAa-lIN OR HOISTWAY AND A MINIMUM OF 1/8' DIAMETER ~ PROVIDE A SIGN ADJACENT TO THE LIGHT WHICH SHAll. READ: '00 NOT USE ELEVA MIN. ~ OF 1/8' LETTERS. o PROVIDE EXTRA SET OF CONTACTS. f4' INTERLOCK ELEVATOR EaUIPMENT ROOM SMOKE DETECTOR WITH ELEVATOR LOBBY SMOKE \::.J DETECTORS AND ELEVATOR RECALL 15' HEAT DETECTOR SHAll. BE INTERDCKED WITH PRE-ACTION SPRINt<LER SYSTEM AND SHAll. PRIOR \V TO THE APPlICATION OF WATER. AUTOMATICAll.Y DISCONNECT THE MAIN POWER SUPPLY TO THE AFFECTED ELEVATOR. @ HEAT DETECTOR DEVICES SHAll. DERIVE POWER FROM THE ELEVATOR MOTOR POWER CIRCUITS. I REV: 0120.03 I CEGI 869 ELEVATOR SHAFT DETAL 1286" SPRINKLER HEAD (TYPICAL.) SMOKE DETECTOR REQUIRED BY 1989 EDITION OF ANSI A17.1 ENFORCED. DETECTOR SHAlL INITIATE PHASE I RECAll. Jr I I J u=' ~INDICATING SHUT -OFF VALVE .- ~>:.. "'C TAMPER SWITCH CTYPI CAL.) 135" HEAT DETECTOR All. HEAT DETECTORS AUTOMATICALLY SHAll. SHUNT TRIP PWR TO THE ELEVATOR PRIOR TO THE APPLICATION OF WATER ELEVATOR HOISTWAY "rE<' ELEVATOR WARNING LIGHT, CONTROUED )E-\. ONLY BY ELEVATOR MACHINE ROOM SMOKE DETECTOR UGIflS SHAlL IE ~ I I . _ III v-. '7 ,..- CONNECT TO SPACE DETECTORS I N SMOKE COMPARThENTS E LOBBY SMOKE DETECTOR REQUIRED AT All. LEVELS. LOBBY AND EOUIPMENT ROOM SMOKE DETECTORS SHAll. INITIATE PHASE I RECALL Ii CONNECT TO SPACE ~ I ~ DETECTORS IN SMOKE --tE1 COMPAATt-.t::NTS /E PROVIDE FlASHING 'DO NOT USE ELEVATOR" LIGHT AT PRIMARY AND SECONDARY EGREss LOBBIES 1/Z' -. T ELEV. EO. RM. tmEB; t NO EXCEPTIONS FOR MACHINE ROOMS ( LOCATED ABOVE THE HIGHEST .J;..I OCCUPIABLE FLOOR. -lie:;] ~ 2. All. WIRING AND DEVICES SHOWN BY , PIT ELECTRICAL CONTRACTOR. 3. BUILDING 1009b SPRINI<LERED ANY TRAVEL DISTANCE. 4. HEAT DETECTOR IN MACHINE ROOM AND AT TOP OF SHAFT SHAll. NOT BE CONNECTED TO BUILDING FIRE ALARM SYSTEM. II II 1ST FLA PIT HEAT DETECTOR SHAll. INITIATE BLOO FIRE AlAFt-i1 AND SHUNT TRIP ELEVATOR POWER; LOCATE HEAT DETECTOR ADJACENT TO THE SPRIIII<LEA HEAD I REV: 0120.03 I CEGI 889 DEVICE RING INST ALLA TION CONDUIT---,.p" \ RECEPTACLE SCREW -~~ \ f---- FINISl-ED WAll. SURFACE '---- ~DEVICE BOX COVER 1 ...-'~ ~UND WHIP #1Z CTYP J r o .J f--- TYPICAL ELECTRICAL DEVICE BOX SCREW l,./1/ /-i \~ 1\ t- _::J /' / 1/ WIRE NUT ) ~ TO OTHER OUTlETS 1/8' MAX. GAP ~ 1. ELECTRICAL DEVICE BOX COVER TO BE fWSI:l WITH FINISHED WAll. SURFACE. REV: 0120.03 CEGI 869 '- €t $ $3 FI XTURE SCHEDULE (M.H. SET BY ARCHITECT) TYPE SYMBOL DESCRIPTION P ARKI NG GARAGE (NORMAL POWER) P ARKI NG GARAGE (EMERGENCY POWER) EXI T (EXTERIOR) (EMERGENCY POWER) EXI T (I NTER lOR) (EMERGENCY POWER) 'A' II (A; 11 ELECTRICAL LEGEND: qp 120V., DUPLEX RECEPTACLE , 120 V., HALF SWITCHED, DUPLEX RECEPTACLES cp 120V., ABOVE COUNTER, DUPLEX RECEPTACLES cIP 120V., CEILING MOUNTED, DUPLEX RECEPTACLES qpGF 120V., GROUND FAULT INTERRUPTER. DUPLEX RECEPTACLES qpGF/WF 120V., WEATHERPROOF, GF.I, DUPLEX RECEPTACLES qjp30A 240V., 30A DRYER RECEPTACLE qjp60A 240V.. 50A RANGE RECEPTACLE NOTE: ALL RECEPTACLES I N BEDROOM OR SLEEPING ROOM SHALL BE ARC FAULT INTERUPTING TYPE CIRCUIT BREAKER PROTECTED - 'AE' ~~~ - 8EXE 8EXI MANUFACTURER (ALL FIXTURES SHALL BE 120 VOLTS) L1GHTOLlER CAT. NO. STA4WA232!120/S0/2-T8 VOLTS WET LOCATION CEILING SURFACE MOUNTED L1GHTOLlER CAT. NO. STA4WA232!120/S0/2-T8/EM VOLTS WET LOC. EMERGENCY BATTERY, CEILING SURFACE MOUNTED L1GHTOLlER CAT. NO. LW/N/1/R/ARROWS AS REQUIRED VOLTS EMERGENCY BATTERY EXIT LIGHT, WET LOCATION, VANDAL PROOF L1GHTOLlER CAT. NO. LW/N/1/R/ARROWS AS REQUIRED VOLTS EMERGENCY BATTERY EXIT LIGHT L1GHTOLlER CAT. NO. D4/EM/C/WH/120 VOLTS (2) 13W, EXTERIOR EMERGENCY BATTERY EGRESS LIGHT, WALL MOUNTED L1GHTOLlER CAT. NO. D4/EM/C/WH/120 VOLTS (2) 13W. EXTERIOR EMERGENCY BATTERY EGRESS LIGHT, WALL MOUNTED L1GHTOLlER CAT. NO. STA4WA232/120/S0/2-T8 VOLTS WET LOCATION CEILING SURFACE MOUNTED L1GHTOLlER CAT. NO. STA4WA232/120/S0/2-T8/EM VOLTS WET LOC. EMERGENCY BATTERY , CEI LI NG SURFACE MOUNTED JUNCTION BOX - 600W FIXTURE (CHOOSEN BY ARCHITECT 1 INTERIOR DESIGNER) WALL SURFACE -100W (CHOOSEN BY ARCHITECT 1 INTERIOR DESIGNER) WALL SURFACE - 60W (CHOOSEN BY ARCHITECT 1 INTERIOR DESIGNER) WALL SURFACE - 100W (CHOOSEN BY ARCHITECT 1 INTERIOR DESIGNER) WET LOCATION ONLY. INCLUDE LENS. - 40W (CHOOSEN BY ARCHITECT 1 INTERIOR DESIGNER) CEILING SURFACE - 60W (CHOOSEN BY ARCHITECT 1 INTERIOR DESIGNER) CEI LI NG FLUSH - 100W (CHOOSEN BY ARCHITECT I INTERIOR DESIGNER) VAPOR TIGHT, BATH VANITY, COMMUNITY BATHROOMS, T18 LAMPS GENLYTE KALlEDASCOPE SERIES, WHITE FINNISH OR EQUAL BY ARCHITECT OR INTERIOR DESIGNER SURFACE MOUNTED (CHOOSEN BY ARCHITECT 1 INTERIOR DESIGNER) CEILING SURFACE (CHOOSEN BY ARCHITECT I INTERIOR DESIGNER) CEILING SURFACE (CHOOSEN BY ARCHITECT 1 INTERIOR DESIGNER) ACCENT LI GHT - 50W (CHOOSEN BY ARCHITECT 1 INTERIOR DESIGNER) KITCHEN ISLAND PENDANT MOUNTED FIXTURE - 100W (CHOOSEN BY ARCHITECT I INTERIOR DESIGNER) CEILING FAN (PROVIDED BY OWNER AND INSTALLED BY OWNER) DINING ROOM CHANDELIER (PROVIDED BY OWNER AND INSTALLED BY OWNER) ENTRANCE CHANDELI ER - 120W (CHOOSEN BY ARCHITECT 1 INTERIOR DESIGNER) DOOR STEP PENDANT - 120W (CHOOSEN BY ARCHITECT 1 INTERIOR DESIGNER) COMMUNITY ROOM CHANDELIER (CHOOSEN BY ARCHITECT I INTERIOR DESIGNER) 120V 1100W STREETLAMP (CHOOSEN BY LANDSCAPE ARCHITECT) 120V 1 50W LANDSCAPE LIGHTING (CHOOSEN BY LANDSCAPE ARCHITECT) ~, .." OJE ~o .00 "ON C .. (j)oo OJ@) (j)ll) ....JIg 8N "7d UJ ~ ';::C ~ 0 '" ----, ~.. ..... C ~O .~"O e (j) a....... /..... .. 0 UCL 'EXE' - - 'EXI' 'EBE' ~EBE ~EBI EMERGENCY LI GHT (EMERGENCY POWER) EMERGENCY LI GHT (EMERGENCY POWER) STAIRWELL (NORMAL POWER) ST AI RWELL (EMERGENCY POWER) 120V., QUADRAPLEX RECEPTACLE TOGGLE SWI TCH 3-WAY TOGGLE SWITCH 'EBI' r (ALL DEVICES SHALL BE "DECORA" SERIES STYLE WITH - MATCHING PLATES ALL IN WHITE 'B' ~ (B) ij ~B~~ $D DIMMER SWITCH $p PILOT INDICATED LIGHTED SWITCH GENERAL NOTES: 1. MOUNTING HEIGHTS OF DUPLEX RECEPTACLES, TOGGLE SWITCHES, THERMOSTATS. ETC. SHALL COMPLY WITH THE FLORIDA ACCESSIBILITY CODE OF BUILDING CONSTRUCTION, 1997. 2. ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE "ARC. FAULT INTERRUPTING TYPE NEMA '4X', FUSED PER MANUFACTURER (TYPICAL) o SPD rO o ~ y :l "'~ "i [@]~ o --- WP GF rg/ @ r:g/ <ED ~ rrn ~ [I] [f]<J @= FACP ~ 8 ~ ~:l- 1/2" CONDUIT WITH CONTROL WIRING. CONDUIT BY DIV. 16000 WIRE AND CONNECTION BY DIV. 15000 (TYP I CAL) G t-, ~~CAPE LIGHTING '.", ",", LANDSCAPE L1G~ 120V 150W LANDSCAPE LIGHTING "'", (CHOOSEN BY LANDSCAPE ARCHITECT) ~ ~.35W LANDSCAPE LIGHTING (CHOO~Y LANDSCAPE ARCHITECT) "', EMBEDDED STAIRCASE 120V I 40W STA~SE LIGHT LIGHTS (CHOOSEN BY ARC~~ INTERIOR DESIGNER) " FIXTURE PACKAGE AS SHOWN BY: GENL YTE "'- CaNT ACT: TOM KENDRICK 1.813.932.7277 OR 1.813.785.9639~' NO SUBSTITIONS UNLESS AUTHORIZED BY ARCHITECT OR ENGINEER"........... 'BE' JUNCTION BOX FOR ELECTRCAL DEVICE INSTALLATION SURGE PROTECTIVE DEVICE WALL OUTLET CEILING OUTLET TELEVISION OUTLET TELEPHONE OUTLET TELEPHONE OUTLET ABOVE COUNTER TELEPHONE OUTLET WALL MOUNTED AT 50. @ ~ ~ ~ @ @ @ 'LC' LOBBY CHANDELI ER 'FD' CORRIDOR WALKWAY 'BV' BATH VANITY 'PR' POWDER ROOM 'SL' SHOWER LI GHT COMMUNICATIONS PANEL ~ROOM RECIRCULATING FAN ELECT~L PANEL WEATHERPRbQF DEVICE GROUND FAUL T ~ERRUPTER DEVICE 120V., SELF-CONTAIN~MOKE DETECTOR INSIDE CONDO. SURFACE MOUNTED SMOKE DETECTOR, SURFA~UNTED, (FIRE ALRM) SMOKE DETECTOR, DUAL -CONT A~ RE ALARM) 'SL' @ HEAT DETECTOR (FIRE ALARM) .~ FLOW SWITCH (FIRE ALARM), SEE VENDOR DR~S FOR QUANTITY. UL' I (0 TAMPER SWITCH (FIRE ALARM), SEE VENDOR DRAWIN~R QUANTITY. 'K' II (K; II MINI-STROBE 1 SPEAKER INSIDE APT. (FIRE ALARM), WALL ~D 'LV' @ MANUAL PULL STATION (FIRE ALARM) ..~ COMBINATION STROBE LIGHT 1 SPEAKER (FIRE ALARM). "', @p @p , @ @ ", F F '.. @), @), '" ~ @lD @lD ~ @lE @lE ~ S S @'''- @ H . "-.... H ~ 'CL' CLOSET LI GHT RECESSED CAN 'RC' VT' K0) BATH VANITY WET AREA OUTDOOR LIGHT LAUNDRY ROOM KI TCHEN L1VI NG ROOM JUNCTION BOX JUNCTION BOX (FIRE ALARM) DUCT SMOKE DETECTOR - SEE MECHANICAL (FIRE ALARM) CONTROL PANEL (FACP) WITH CENTRAL STATION TRANSMITTER (FIRE ALARM), SURFACE JUNCTION BOX EXIT LIGHT EMERGENCY BATTERY UNIT. MAINTAIN POWER TO UNIT AT ALL TIMES (SEE PLANS FOR SURFACE OR RECESSED UNITS) JUNCTION BOX SURFACE EMERGENCY BATTERY LIGHT, MAINTAIN POWER TO UNIT AT ALL TIMES MOUNT AS CLOSE TO CEILING AS POSSIBLE. JUNCTION BOX JUNCTION BOX STREET ISI TE LI GHT A1 B1 @ @ CONDENSER UNIT DETAIL FAR HOUSING ACT C1 ,::L-- CONDENSER ON ROOF ......, SEE MECH. PLANS AND I ARCH I TECTURAL PLANS I FOR EXACT LOCATIONS. CONTRACTOR SHALL REVI EW ALL MECH. I DRWG. FOR EXACT POWER REQUI REMENTS m AND ADJUST AS ........J REQUI RED WITH EXACT VENDOR DRAWINGS AT NO COST TO OWNER D1 @ LANDSCAPE LIGHTING .......... ......... ...... $ $D $3 $4 $p cP y - - - SC .SC ~ I J 48' MAXIMUM TOP OF DEVICE ......... ......... cPqp~y LIGHTING NOTES: 15' MINIMUM BOTTOM OF DEVICE MAINTAIN POWER TO EMERGENCY LIGHT FIXTURES ALL ALL TIMES. SEE REFLECTIVE CEILING PLANS AND INTERIOR/EXTERIOR ELEVATIONS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS. REV: 08 CEGI _ [Zf~UNG . C; II NC;IN~~RIN ~.".,.... ROUP INC. IN11::I<NArION.AL- PH[JjE' (813) 936.0796 FLA. ST A TEo EB 1100007712 FAX' (813) 936.0799 8840 N, FLlRIllA AVE. EMAIL' CEGIT AMPABA Y .RR.CI)l T At4'A, FLDRlDA 33618 E.C, MANTHEI PE 1I:DI09 CEGI CClI'IPIlsslcn NI.I'IbI!.... 04-911 F C B A A A A A B H <1J;~.Si d('?,f.) . Jo< ...... ... , t::~:l W.'S' ,.." ...... f~ .~. - ~ vi ('.?)11r;:;&~7<1:iKC~ f1J7~~~;<~rr<~ GENERAL ELECTRICAL NOTES: 1. ALL WORK SHALL CONFORM WITH ALL LOCAL STATE, FEDERAL ORDINANCES AND BUILDING CODES GOVERNING THE INSTALLATION OF THE ELECTRICAL SYSTEM. IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS WITH LOCAL ORDINANCES. BUILDING CODES AND REGULATIONS, THE CONTRACTOR SHALL REPORT IN WRITING TO THE ARCHITECT / ENGINEER BEFORE SUBMITTING A BID. THE ARCHITECT / ENGINEER WILL THEN ISSUE INSTRUCTIONS AS HOW TO PROCEED. 2. ALL ELECTRICAL WORK PROVIDED FOR THIS PROJECT SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NFPA-70), LOCAL CODES, AND THE FOLLOWING CRITERIA: A) TRADE SIZE CONDUIT SMALLER THAN 1/2 INCH SHALL NOT BE USED. B) CONDUIT ABOVE GRADE AND NOT EXPOSED TO WEATHER SHALL BE ELECTRICAL METALLIC TUBING (EMT). FITTINGS SHALL BE COMPRESSION TYPE. C) CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC EXCEPT TURNS AND PENETRATIONS AT GRADE SHALL BE GALVANIZED RIGID STEEL D) CONDUIT ABOVE GRADE AND EXPOSED TO WEATHER SHALL BE GALVANIZED RIGID OR INTERMEDIATE METAL CONDUIT. E) WIRE SIZE SMALLER THAN #12 AWG SHALL NOT BE USED FOR POWER AND LIGHTING CIR. F) ALL WIRING PROVIDED BY THE ELECTRICAL CONTRACTOR SHALL BE COPPER. G) ALL CONDUCTORS SHALL HAVE A MINIMUM TEMPERATURE RATING OF 95 DEGREES C. (TYPE THW OR TYPE THHN), 98% COPPER. H) WHERE POSSIBLE, EXCEPT WHEN SHOWN OTHERWISE ON THE DRAWINGS, ALL CONDUIT SHALL BE RUN CONCEALED BELOW GRADE, WITHIN WALlS OR ABOVE CEILING. J) CONDUCTORS #12 AWG AND SMALLER SHALL BE SOLID. CONDUCTORS #10 AWG AND LARGER SHALL BE STRANDED. CONDUCTORS #12 AWG MAY BE SOLID OR STRANDED, EXCEPT THAT ONLY #12 AWG SOLID OR ONLY 112 AWG STRANDED SHALL BE USED. K) THERE SHALL BE NO MORE THAN 270 DEGREES TOTAL TURN OR 150 FEET BETWEEN PULL POINTS IN CONDUIT RUNS. 3. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS, UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS, THE LOCATION OF ELECTRICAL DEVICES SHOWN ON THE ARCHITECTURAL DRAWINGS SHALL TAKE PRESIDENCE OF ELECTRICAL DRAWINGS. FOR DEVICES NOT SHOWN ON ARCHITECTURAL DRAWINGS CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED AND MAINTAIN MAXIMUM HEAD ROOM, OR SPACE CONDITIONS AT ALL POINTS. WHERE HEAD ROOM, OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT / ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION, THIS CONTRACTOR SHALL WITHOUT EXTRA CHARGE, MAKE FIELD MODIFICATIONS IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF THE WORK 4. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND / OR CONNECT WITH APPROPRIATE SERVICES ALL ELECTRICAL ITEMS SHOWN ON ANY OF THE ARCHITECTURAL PLUMBING, AIR CONDITIONING. SPRINKLER DRAWINGS WITHOUT ADDITIONAL EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS, INTERFERENCE'S OR OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE ARCHITECT / ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBMITTED. 5. VERIFY SERVICE CHARACTERISTICS, LOCATION AND CONNECTION WITH TELEPHONE AND ELECTRIC UTILITY COMPANIES PERFORM ALL WORK RELATED TO SERVICE IN STRICT ACCORDANCE WITH UTILITY COMPANY STANDARDS AND REQUIREMENTS. 6. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMANLIKE MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEM WHICH, IN HIS OPINION, 00 NOT PRESENT A NEAT AND WORKMANLIKE APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRACTOR. 7. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER TRADES OR OTHER CONTRACTORS TO RECEIVE HIS WORK THIS CONTRACTOR SHALL REMOVE AND REPLACE, AT HIS EXPENSE, ALL ELECTRICAL WORK WHICH MAY HAVE TO BE REMOVED BECAUSE OF INTERFERENCE WITH OTHER TRADES. 8. THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS ASSOCIATION DUES, ROYALTIES, AND TAXES OF WHATEVER NATURE SHALL APPLY TO THIS WORK HE SHALL ALSO PAY ALL INSPECTION FEES AS MAY BE REQUIRED BY LAW OR ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF THE LAWS, RULES OR ORDINANCES. 9. ALL WIRE COPPER. IN RACEWAY. 10. PROVI DE MEANS 'FURNI SH AND I NST ALL'. 11- COORDINATE WORK WITH WORK OF OTHER TRADES TO AVOID ALL CONFLICTS. 12. DO A COMPLETE JOB, EVERYTHI NG CONNECTED, READY FOR USE. 13. PROVIDE TEMPORARY WIRING SYSTEM FOR USE OF ALL TRADES, ADEOUATE FOR ENTIRE NEEDS OF THIS PROJECT. 14. CONNECT ALL MOTORS, STARTERS, CONTROLS, DISCONNECT SWITCHES, CIRCUIT BREAKERS, ETC. WHETHER FURNISHED UNDER THIS CONTRACT BY THE GENERAL CONTRACTOR. OTHER SUB-CONTRACTORS, OR BY THE OWNER. 15. PROVIDE PULL WIRES WHEN EMPTY CONDUITS ARE SHOWN ON THE PLANS. 16. PROVIDE LIGHT FIXTURES AS SELECTED BY ARCHITECT, OR AS SPECIFIED. 17. PROVIDE ALL WIRING DEVICES. 18. IDENTIFY CLEARLY ON A TYPE WRITTEN FORM ALL CIRCUITS AND EQUIPMENT TO CORRESPOND WITH THE PLANS AND PANEL SCHEDULES AND ATTACH INSIDE THE PERTAINING PANEL 19. PROVIDE FIRE ALARM SYSTEM AS PER LOCAL AUTHORITIES REQUIREMENTS, VOICE EVACUATION. 20. RACEWAYS: ALL UNDERGROUND RACEWAYS TO BE PVC, INSIDE CONCRETE SLAB EMT WITH APPROVED SET SCREW FITTING, OR PVC, INSIDE PARTITIONS EMT OR ENT OR MC CABLE, IF ALLOWED BY LOCAL CODES. 21- SHOP DRAWINGS: THIS CONTRACTOR SHALL FURNISH THE ENGINEER WITH SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE FOR APPROVAL 22. TESTING: THE CONTRACTOR SHALL TEST ALL WORK AND EQUIPMENT AS DIRECTED BY THE ARCHITECT AND BY AUTHORITIES HAVING JURISDICTION, FURNISHING ALL EQUIPMENT AND NECESSARY PERSONNEL AND ELECTRIC POWER. THE ENTIRE INSTALLATION SHALL BE TESTED FOR SHORTS, GROUNDS AND OPEN CIRCUITS, AND ALL DEFECTS SHALL BE DEMONSTRATED TO BE IN PROPER WORKING AND OPERATING CONDITION TO THE COMPLETE SATISFACTION OF THE ENGINEER. 23. GUARANTEES: ALL EQU I PMENT AND MA TERI ALS SHALL BE GUARANTEED FOR ONE YEAR AFTER THE DATE OF ACCEPTANCE BY OWNER. 24. AT COMPLETION OF JOB THE ELECTRICAL CONTRACTOR SHALL GIVE THE OWNER AN AS-BUILT SET OF REPRODUCIBLE SEPIAS SHOWING THE EXACT ELECTRICAL INSTAUATION. WRITTEN MAINTENANCE INSTRUCTIONS AND SCHEDULE OF ROUTINE MAINTENANCE AS WELL AS ANY OTHER CLOSE OUT ITEMS REQU I RED BY THE CONTRACT DOCUMENTS. 25. BEFORE BIDDING THE JOB THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ANY EXISTING CONDITIONS. 26. ALL ELECTRICAL SWITCHES, CONTROLS, ETC. IN ALL AREAS ARE TO BE AT ADA. FLORIDA ACCESSIBILITY CODE AND FAIR HOUSING ACT COMPLAINT HEIGHT. 27. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. DRAWING INDEX E-100 ELECTRICAL LEGEND AND SYMBOLS LIST E-122 LEVEL 2 CORRIDOR ELECTRICAL PLAN E-123 LEVELS 3-6 CORRIDOR ELECTRICAL PLAN -200 PARKING L1GHTING/ELECTRICAL PLAN - EAST E:;' PARKING LIGHTING LECTRICAL PLAN - WEST E-202 CTRICAL SITE PLAN E-205 DEe REA ELECTRICAL PLAN E-20B SECURI' ., YSTEM PLAN E-401 UNIT "A' ELE ICAL PLAN E-402 UNIT "A? ELECR L PLAN E-404 UNIT "B" ELECRTICAL.. N E-405 UNIT "B2' ELECRTICAL P E-407 UNIT"C" ELECTRICAL PUo.N E-409 UNIT "D" ELECRTICAL PUo.N E-411 UNIT "E' ELECRTICAL PLAN E-413 UNIT 'F' ELECRTICAL PUo.N E-415 UNIT "G' ELECTRICAL PLAN E-417 UNIT "H" ELECTRICAL PLAN E-41B UNIT "H2" ELECTRICAL PUo.N E-420 CLUB HOUSE ELECTRICAL PLAN E-500 ROOF ELECTRICAL PUo.N E-501 LIGHTNING PROTECTION PLAN E-600 COMMUNICATIONS SYSTEM RISER E-700 ELECTRICAL POWER RISER E-BOO MAIN ELECTRICAL ROOMS E-850 COMMON PANELBOARDS \ ELECTRf~AL AN D S YAA,!;3 \' o ':::::.::::-- m c:::::> 1 c; J.i I L @! ~ G=B{ "'-_ ,-.:... l ,..... !nnl J - I "'V <=:J~ g E@\ f..~ t.n lnn! I 1 ~ I I ~ ~ L=--===>,! .....~.fi.a:J'...._..ootI;,ur:.,"lIIAl-.. ~i f -.-,.,..... lO'G \ :~OJ XREFS: A_FP3 A Units-2 A FPl A Units-3 I Fum-2 I Fum-3 A FP2 A.5P ETTLB TTLB S Col2 zll OJ -~.'....... P :: ,: ~ .. !.. N :: :: .......... .,..J :! F HPB-33, 3 #10, 1/2. C. ..,EBE,.. FD EBE 0 OFD ... .....~ RFD211 FFD zll zll ,- '... zll .~~. FD ... ... . l FD EBE ESE zll ill Z --1 I L) t- "'l 1: ESE 21,FD fl I~:f zll ill Z --1 I L) t- "'l 1: u j ... ".~". '.:::;' ~:::., " EBE .~~:: EBE [I] HPA-18, 3 #10, 1/2. C. E ............................................, .. ~; :: ~:... . : :~> : >'i'" U~..................P" .. .: .: .DN; L" IS\....... XV 2 OJ PLAN NOTES (NOT ALL NOTES USED) OJ REFER TO SHEET E-123 FOR STAIRWELL POWER HOMERUN o VIA LIGHTING CONTACTOR AND CLOCK LOCATE IN ELECTRICAL ROOM EAST T( HPA-23, 3 #10, 1/2' C. LEVEL 2 CORRIDOR ELECTRICAL PLAN HPA-28 3 #12, 1/2. C. ~~~.~i~i1~lipEPl t .... '....- --.. '''. .,4 [8.......... ~ FD tEXE HPB-10, 3 #10, 1/2. C. HPB-20, 3 #10, 1/2. C. Keyplan EBE EXE I A A A A A FLOOR 2 l Ilz WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A. Suite 108 Seagrave Beach. FL 32459 Phone 850-231--2057 Fax 850-231-3553 @2oo3 THESE PLANS ARE COPYRIGHTED AND ARE SUaJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. FD [~N5UC11NU NCiINL:-L:-RINc:i -f... ROUP INC. IN1TRNA-rIONAL-_ PIIN) (813) 936.0796 FLA. STAm ED tIOOOO7712 FAX' (813) 936.0799 8840 N. FLORIDA AVE. EMAIL. !:EGI!TAMPABAY.RR.COM TAMPA, FL~mA 33618 E.C. MANM:I PE 130009 eEGI COlll'llsslon ...."ber-, 04-911 . . : , , . . .................... ...... ...... ........ ............J.....~_..._,..... FLOOR 2: HPA-33, 3 #10, 1/2" C. SCALE: 1/8" = 1'-0" "id,,'~ . .~c:b ''';;Q"" ~. (('4 0' "'-$' !'Of .. ..... ~. ~ f'I' ( ;))f,,"' a:,i/?J^) ....7,j,~;~::~~~C~F<:/ <r::?C~~k}(;~?e PROJECT NO. 03540 BPRC Submital: Date Plotted: January 10, 2005 Date Issued: Revisions: 03540 CONSTRUCTION DOCUMENTS 100% LEVEL 2 CORRIDOR ELECTRICAL PLAN E- 1 22 XREFS: A_FP3 A Units-2 A FPI A U nits-3 I Fum-2 I Fum-3 A FP2 A_SP EfTLB TTLB S Col-3-6 A-4DI-21 rcp ..... ..... ..... ...... ." ~'.'. t. LEVEL 3 ELECTRICAL ROOM PLAN (WESTl SCALE: 1/8- = 1'-0. ATYPICAL FIXTURES fAlli1. \!Y 30/2/20AF n ~ w Z -l I o I- '<( 1: 30/2 HPB-19 - 3#.10, 3/4" C. ELEVATOR CAB LI GHTS HPB-61,63 - 3#10, 3/4" C. FLOOR 3: HPB-11, 3 #10, 1/2" C. OJ ~;:::: FLOOR 3: HPB-12, 3 #10, 1/2" C. FLOOR 4: HPB-14, 3 ~10 1/2" C. FLOOR 5: HPB-16, 3 10, 1/2- C. FLOOR 6: HPB-18, 3 10, 1/2- C. FLOOR 3: HPB-22, 3#10, 1/2" C. FLOOR 4: HPB-24, 3~10 1/2- C. FLOOR 5: HPB-26, 3 10, 1/2" C. FLOOR 6: HPB-28, 3 10, 1/2" C. ~ EBE" FD tP"I \iV 2 tr\ \;2,) 2 EXEt FLOOR 3: HPB-35, 3#10, 1/2" C. FLOOR 4: HPB-37, 3#10 1/2" C. FLOOR 5: HPB-39, 3#10, 1/2" C. FLOOR 6: HPB-41, 3#10, 1/2" C. ZUFD R ~:? L LEVEL 6 ELEVATOR EQUIPMENT ROOM PLAN (WESTl SCALE: 1/8- = 1'-0- ADDITIONAL POWER '.'. ."~,.. . . .-.,: :r- .:-- EBE EBE 6 zll OFD zll l .....~ FOR ~D zll 1 FD FD EBE EBE zll zll l J Ilz @ 2 w z ~ I o I- '<( 1: FLOOR 3: HPA-30, 3 ~10, 1/2" C. FLOOR 4: HPA-32, 3 10 1/2" C. FLOOR 5; HPA-34, 3 10, 1/2" C. FLOOR 6; HPA-36, 3 #10, 1/2" CONDUIT PLAN NOTES (NOT ALL NOTES USED) r:jl THIRD FLOOR HOMERUN ASSUMES POWER FOR ~ STAIRWELL LIGHTING [I]V1A LIGHTING CONTACTOR AND CLOCK LOCA TE IN ELECTRICAL ROOM EAST I?\.:: \.:V em" ~ i ( . j l " ;:.,,"'....:: LEVEL 3 ELECTRICAL ROOM PLAN (EASTl SCALE: 1/8. = 1 '-0- ATYPICAL FIXTURES :: .... ..... ....... ... .: 30/2/20AF FD Ilz FLOOR 3: HPA-20, 3 j10, 1/2" C. FLOOR 4: HPA-22, 3 10,1/2" C. ~ FLOOR 5: HPA-24, 3 10, 1/2' C. ~ FLOOR 6: HPA-26, 3 #10, 1/2" C. .~$. EBE I EXE FLOOR 3: HPA-35, 3 #10, 1/2" C. FLOOR 4: HPA-37, 3 #10, 1/2" C. FLOOR 5: HPA-39, 3 #10, 1/2" C. FLOOR 6: HPA-41, 3 #10, 1/2" C. F't. \.:V 2 n ~l k.J FLOOR 3: HPA-25, 3 #10, 1/2" C, FLOOR 4: HPA-27 3 #10, 1/2" C. FLOOR 5: HPA-29, 3#10, 1/2" C. FLOOR 6; HPA-31 3 #10, 1/2" C. FLOOR 3: HPA-15, 3 #10, 1/2" C. OJ LEVELS 3-6 CORRIDOR ELECTRICAL PLAN SCALE' 1/8. = 1 '-0. TYPICAL LIGHTING/POWER/SYSTEMS q 30/2 LHPA-17 - 31/10~:/4' CONDUIT ELEVATOR CAB LIGHTS HPA-74,76 - 3#10, 3/4" C. LEVEL 6 ELEVATOR EQUIP. ROOM PLAN (EAST} SCALE: 1/8" = 1'-0. ADDITIONAL POWER Keyplan A A A A A B H FLOOR 3-6 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248--9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A. Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2oo3THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TOTHE OVERAll FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. [?jr~U1NU NCiINU..:RIN{j -f- I<OUP INC. IN1TI<NA-rIONAL-_ PIiH) (813) 936.0796 FLA. SlAm ED 1100007712 FAX' (813) 936.0799 1Ill40 N, FLDRIDA AVE. EIWLi CEGI!T AMPABA Y RR.CIJM 1 AMPA. FLlIlIDA 33618 E.c. MANTI-EI PE 130009 CEGI Ca~l"lsslo" ttll'lber, 04-911 .-,'id"4 ;1.;eb'. '-":;Q~ ~. <lI;'. ',>:1 ftj"'$:< t"'I i:;' ~. ~. .. ,.,. /':"~;".~A .//f"N- .6")L::> ( ~...~....(!'~:'~.'. "$.W~..~~. de... z...:..........:..<...,..,,.,......,c...:J ^</ ..' "/;~/7.ct$-e~<;t:?r<E ____ -.:.~"'?' PROJECT NO. 03540 BPRC Submital: Date Plotted: January 10. 2005 Date Issued: Revisions: 0'1 ~, ,I I' I '/ 03540 CONSTRUCTION DOCUMENTS 100% LEVEL 3-6 CORRIDOR ELECTRICAL PLAN E- 1 23 XREFS: ErTLB TILB A-401-21 rcp A FP2 S_Col-l A FP I E200-201 A_SP E200--201 ..- o ~ W I I- ~ W z :J I ~ <t: ~ ..- o C\I , W I I- ~ W z :J I l> I- <( ~ SEE MECHANICAL AND PLUMBING PLANS FOR EXACT LOCATION OF ALL EQUIPMENT PRIOR TO ROUGH-IN 3 3 HPA-9 3#12, 1/2" C. 3 3 1 EXE 3 3 [!] lRE ALARM ANUNNICATlON PANEL (FLUSH) .....=~ @ 2 @ 2 , ,. , ., .' .----------------,. , ,. , ,. , ,. , ,. , ,. .- .. ........ . .. , ,. , '. .1' ~ HPA-10, 12 3#12, 1/2" C. 3 3 [I] HPA-1, 3, 5, 6#10 +1#12 E.G. 3/4" C. PLAN NOTES (NOT ALL NOTES USED) ~ ELEVATOR LIGHTS SHALL BE EQUAL TO HUBBELL L.!J 200 WATT JAR LIGHT WITH WIREGUARD. LOCATE PER ELEVATOR MANUFACTURER PROVIDE WEATHERPROOF SWITCH AND AND WEATHERPROOF GFI RECEPTACLE. ~ MAINTAIN POWER TO EMERGENCY FIXTURES ~ AT ALL TIMES o REFER TO SHEET E-123 FOR STAIRWELL POWER HOMERUN [I] VIA LIGHTING CONTACTOR AND CLOCK LOCATED IN ELECTRICAL ROOM EAST PA-7, 3#12 1/2" C. ~ o o ~O PARKING LIGHTING/ELECTRICAL PLAN - EAST BPRC Submital: Date Plotted: January 10, 2005 Date Issued: Revisions: OJ 3 E -q 0 WI'-... '<~ Zo n::~ ~@) ----'Ii) <(8 gN N ' , 0 w~ ~c ~ 0 '" -, ./ V) .. _ c ~O '~'D Q (J) 0..- ./- ..0 ua:: 3 3 3 5 5 SEE MECHANICAL AND PLUMBI NG PLANS FOR EXACT LOCATION OF ALL EQU I PMENT PRIOR TO ROUGH-I N 5 5 5 Keyplan .... .' .:., . ,:.' .:" " . '. . .' . .', ,.".. .. PARKING FLOOR 3 3 5 5 5 ..... ...... . . ," . . . .'. . 5 5 5 5 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813--247-3507 AA 1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231--2057 Fax 850-231-3553 @>2DO:lTHESEPLANSARECOPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KHOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERAlL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 3 5 5 5 ~TYPICAL HPA-11, 3 #12, 1/2" C. WP/GF 5 5 EXE [aru.nNG N~INft::RIN~ .......+- ROUP INC. IN11:::RNA-rIONAL-_ PHlINE' (BI3) 936.0796 FLA. STATE! EB 100007712 FAX' <813> 936.0799 BB4lI N. FLllUIlA AVE. EMAILI CEGl!TAHPABAY.RIUDl T AIf'A. FLDRIDA 336IB E.C. MANTHEI PE IDlD9 CEGI COI'II'Ilsslon NI.I'lbRF" 04-911 -t',!' eai dE;lQ .,...... . . t"{<) e" >$' :..t: ,~ t;} l"i> (;;;"l/'//'~W'~~ ..... < .... > .. '> ..rfj;2J:"'i '77/'#?<Uq;~c$?'':(:zf <i:~::" clrf.%f<:Je~?e PROJECT NO. 03540 SCALE: 1/8" = 1'-0" 03540 CONSTRUCTION DOCUMENTS 100% PARKING L1GHTING/ ELECTRICAL PLAN - EAST E- 200 XREFS: EnLB TILB A-401-21 rcp A FP2 S_Col-1 A SP E20G-201 A_FPl E2ClO-201 0 0 N ~TYPICAL 1 1 J.J 3 3 3 3 I I- ~ LU Z :J I () I- <( ~ / SEE MECHAN I CAL AND PLUMBING PLANS FOR EXACT LOCATION OF ALL EQUIPMENT PRIOR TO ROUGH-IN PLAN NOTES (NOT ALL NOTES USED) 3 EXE (1) WP \ 1 \ r-::;-] ELEVATOR LIGHTS SHALL BE EQUAL TO HUBBELL LlJ200 WATT JAR LIGHT WITH WIREGUARD. LOCATE PER ELEVATOR MANUFACTURER. PROVIDE WEATHERPROOF SWITCH AND AND WEATHERPROOF GFI RECEPTACLE. f2l MAINTAIN POWER TO EMERGENCY FIXTURES ~ AT ALL TIMES f3l REFER TO SHEET E-123 FOR STAIRWELL t:=J POWER HOMERUN m V I ALIGHT I NG CONT ACTOR AND CLOCK LOCATED IN ELECTRICAL ROOM WEST 1 3 3 1 1dTYP,CAL SEE MECHANICAL AND PLUMBI NG PLANS FOR EXACT LOCATION OF ALL EQUIPMENT PRIOR TO ROUGH-IN 3 3 3 ~TYPICAL 3 3 HPB-1,3 5#10 +1#12 E.G. 3/4. C. m @.': ~ o o ~ LU I I- ?; LU Z :J I () ~ ~ EXE WP 1 HPB-7,3 #12, 1/2" C. HPB-5, 3#12, 1/2. C. CJ) HPB-9 12, 1/2. C. WP/G EBI ~ 1 EXE PARKING LIGHTING/ELECTRICAL PLAN - WEST SCALE: 1/8" = 1'-0" .... .. .' ~." 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813--247-3507 AA 1785 5365 E cty Hwy 3D-A, Suite 108 Sea grove Beach, FL 32459 phone 850--231-2057 Fax 850-231--3553 PHrtlE. (813) 936.0796 FLA, ST A 1(1 EJ 1100001712 FAX' (813) 936.01'J'J 8840 N, fURlDA AVE. EMAIL. CEGlT AMPAJA Y .RR.CIJI T AIf'A. FLORIDA 33619 Le. MANTHEI PE 1I:DlO'J CEliI CClI'lI'Ilsslon Ndt!'" 04-911 ",,?:l-ld.-::*_ '\..1..t?"'" "'~ f{;:'t;i\ (;, "'$:> <!; " f>t, ~... ."" _ t"f' BPRC submital: Date Plotted: January 10, 2005 Date Issued: Revisions: 03540 CONSTRUCTION DOCUMENTS 100% PARKING L1GHTING/ ELECTRICAL PLAN - WEST E- 20 1 . " " WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A C~NS1L11NU ~ ) NcAlNffRINCi -f,.... ROUP INC IN-rt::RNAfIONAL- OJ 3 E -qo UJC'ol ':;( ;'to ZO n::~ ~@) -' ~ <(8 C;C'ol C'ol - '0 LU ~ ~c ~ 0 0- -, ~.. _ c ~o '~-o e (\) a.. - /- .,0 ua:: Keyplan ," ," '.' ',' .' "1 (.~/1;;;~~lt:J;.FC~ {fjl:~;;~Je:~tp<e0 . " @2003 THESE PLANS ARE COPYRIGH1ED AND ARE SUBJEC1 TO COPYRIGHT PR01ECTION AS AND ~ARCHITEC1URAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USQ. AS AMENDED DECEMBER. 1990 AND Kl>OWN AS ARCHITECTURAL WORKS COPYR'GHT PROTECTION ACT OF 1990 1HE PROTECTION INCLUDES BUT IS N01 UMITED TO 1HE OVERALL FORM ~ WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 PARKING FLOOR / ./ ./ ./ " " "'~ "'>i~,~:>_ I, '_\, _-........:>--- _________ iu.________/ _______________ ---------------~____________ '-------- ----------------~ --~ ~::"".", ~~ - _._-~~,,'~ ----------------============------------ -...... 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'----------~---------------- ----------------- ~--------------~ /' \>\" "~ --------------- ~ ----------------------- ------------------- / -"""'", ~ --------- -----------------~ ------ -----------~- --------------------------------.~-~./ /:' ~~ ---------- ~ -------~-------------~----- //,/ '..... -----~~-------------------- ---- ------------ -----~ ~- -------------~----------------- ----- ~~--~---- ---- --~-- ---------------- - .--- ----~ -~---~::...~----~-------:::-;; ~ .~-::------- ------- ----------------------==-----==----===-~--------------- " '-. ./ /' ./ ./ A1 " " " " '-. '-. " " " --< ./ ./ / -----' SEE MECHANICIot- />N) PlJJMBING PLANS FOR EXACT lOCATION OF AlL EClUIPM:NT PRIOR TO OOUGH-IN /' " '-.. __B/////// '-, ':;:- // -- / / / ./ / / / ./ ./ ./ ./ ./ ./ ./ ./ ./ ./ ./ ./ ./ ./ f2l HPB-27 l~ 3#10. 3/4" C. C1 ./ ./ ./ ./ ./ ./ / ./ / SEE MECHANICAL /IH) PLVt.'8ING PLANS FOR EXACT LOCATION OF AlL EQUIPMENT PRIOR TO fPUQl-HN ./ ------~ SEE MECHANICAL AND Pl-Vt.f3ING PLANS FOR EXACT LOCATION OF AlL EQUIPMENT PRIOR TO OOUGI+IN "'~ -, / ---., ------- ------- ------- ------ ...... 'cs: ...... ------ ------- '" ------ ------ ------~ / / ./ ...... / ...... "~'" ------ ~------- -- il' -~- -------------------- _______ /------------~~ '--~ /------- ---------------::::--------------, --~,', _______________~\G "--......"\ ~-------------- "-""\,'\''''\ \\'" \,\ = ------- ------'~ 2 HPB-23 3#10, 3/4" C. 1330 WA TIS ---~------- -------------~-------- . -- [!] I SEE /oJECHANICAL All[) PLur.eING PLANS FOR ID~ - - - - - - - .J El<AOT """'TION - OF AlL EQUIPMENT , PRIOR TO AOUGH-IN PA 'D A B ..IRA _ __ _~______ ,-......, SEE MECHANICAL AND PLUMBING PlANS FOR EXACT LOCATION OF AlL EQUIPMENT PRIOR TO ROl..GH-.IN "- ~ --- - ~-- ~- --2 HPA-64 [!]I 3#10. 3/4' C. rn m--: . t~l-I~&~m -'. " '--........ ~--------, --------------- -------------- , -------------= "----- -----+---- V \ \ ....'-. \.... '-.~ '---.... '----.... ~~ ~---------------~ --------------- ---/~>//)~//<////~//~/~>:/7 ~:(/~;~/://<//~///~//1 -~---- / /// /~ / ///L/ // .// ///// //.//.// /// / ,/ ///// ///1 .L~-L_./~_ L~_ ---L~-L_L/~../_L_L...L_..L..L ./ / / /L / _~..L..~ /~// ///// ------// / ~--------------- ------- '----~~------- ---------------------------~ /" /----------- y/ / / ~--------------- ----------~ ---------------------------------.------------------------------- _..-------.--------------~ ---------------~ - ~-- PLAN NOTES (NOT ALL NOTES USED) , '\. // /" ----'~~, /~// // ~ ~~~~ ----------------~ ~~ OJ MAINTAIN POWER TO EMERGENCY FIXTURES AT ALL TIMES NOTES (NOT ALL NOTES USED) ~ VIA UGHTING CONTACTOR AND CLOCK ~ LOCATED IN ELECTRICAl ROOM WEST [I] VIA UGHTING CONTACTOR AND CLOCK LOCATED IN ELECTRICAl ROOM EAST m NOT USED II] NOT USED 1. VERIFY LANDSCAPE FIXTURES Q a 0 () LOCATION PER 1 82 C 1 '-...101 LANDSCAPE PLAN. SEE LANDSCAPE ARCHITECT PLAN FOR SPECIFIC FIXTURE INFORMATION. 2. SEE SHEET E208 FOR ADDITIONAL POWER REQUIREMENTS ON THE SITE PERTAINING TO THE SECURITY SYSTEM. []J SEE POWER RISER SHEET FOR SERVICE ENTRANCE INFORMATION IT] THREE WIRE, #10 THHN COPPER THROUGHOUT ENTIRE CIRCUIT IN 3/4" CONDUIT. proVIDE TEN (10) UGHTS FIXTURES FOR EACH STAIRWELL ELECTRICAL SITE PLAN SCALE: 1/16" = 1'-0. SITE WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A C~N5UL -rINCi -,1 NCiINeeRING -T- ROUP INC. INfCRNAiiON.A1- BPRC Submital Date Plotted: Date Issued: U\!1~ :) Keyplan PROJECT NO. 03540 Revisions: 03540 CONSTRUCTION DOCUMENTS 100% ELECTRICAL SITE PLAN 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 THE RESIDENCES AT PtlN:I <813> 936.0796 rt.A STAlIo ED tIOOOO7712 FAXI (813) 936.8799 88-40 N, n.lJUDA AVE. EMAIL. CEGl!T AHPABA Y .RR.ClJ4 T AIfIA, FLORIDA 33618 B. IlEJiZADI PE tI53636 CEGI C<IPIl'Ilsston N\.lIlberI 04-911 Addendum #2 - Febuary 14, 2005 WINDWARD PASSAGE C 2003lHESE PlANS ARE COPYRIGHTED AND ARE SU8JECT TO COPYRIGHT PROTECIlON AS AND "ARCHITECTURAl WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 1 7USO. AS AMENDED DECEMBER, 1'190 AND KNOWN AS ARCHITECfURAl WORI(.\ COPYRIGHT PI!OTECfION ACT OF 19901HE PROTECfION INCLUOES BUT IS NOT LWJTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEVENrs OF THE DESIGN. E- 202 XREFS: EfTLB TTLB A-4DI-21 rcp A FP2 S_Col-l LANDSCAPE LIGHTING A_SP E202 A1 A1 E o C!; o OJ@ ~l.() -qg ~N N ' , 0 UJ~ '::::C ~ 0 0.. ----, ./ Vl .. +- C UQ Q} .~ "0 Q Q} 0... +- ./+- ..0 UiL ..i",.i".i" .{ /( \\ '\\;::., :::. HPB-21 3#10 3/4" C. 2 100w A1 [!] HPB-27 3#10, 3/4' C. -'';''''' t:~,:.~ ..............,.,.:~.:~.,..,,..,,.,.,.;.,. t:.>Y.':'''''''''~~''''/~X~'Y//'''''~':':' t", .................,.,.....,>>;.>x.,...........-. .......".:.:,~.,...<<~ .......................................,...:.:.:~~..,.:<<.y..z~~.:.:.) 0----*"----0-~ l!l "- ,,00 HPB-17 3#10, 3/4" C. A [!] I D--------~ t~~~&~~~ A 2 HPB-23 3#10, 3/4' C. 1jJO WATTS PLAN NOTES (NOT ALL NOTES USED) B SEE MECHANICAL AND PLUtv'BING PLANS FOR EXACT LOCATION OF ALL EQUIPMENT PRIOR TO ROUGH-IN SEE MECHANICAL AND PLUtv'BING PLANS FOR EXACT LOCATION OF ALL EQUIPMENT PRIOR TO ROUGH-IN B1 ~'~ ",-" ..... , ~" .~. "'",- ., .~" . ."'.... "'1-, '~-... ...... )-", ....1:., ." "i:~~,.,..... '-'...... .~...> ",..........,. .,., '-~",-, ~;'h.:;r ~. ':~i" OJ MAINTAIN POWER TO EMERGENCY FIXTURES AT ALL TIMES f2l VIA LIGHTING CONTACTOR AND CLOCK l...=J LOCATED IN ELECTRICAL ROOM WEST o VIA LIGHTING CONTACTOR AND CLOCK LOCATED IN ELECTRICAL ROOM EAST o NOT USED ~ RUN UNDERGROUND POWER TO SECURITY GATE STUB OUT AT JUNCTION BOX. HOMERUN AS SHOWN. ~ SEE POWER RISER SHEET FOR SERVICE ENTRANCE INFORMATION [[] THREE WIRE. #10 THHN COPPER THROUGHOUT ENTIRE CIRCUIT IN 3/4' CONDUIT. PROVIDE TEN (10) LIGHTS FIXTURES FOR EACH ST AI RWELL NOTES (NOT ALL NOTES USED) 1. VERIFY LANDSCAPE FIXTURES 0 0 0 () LOCATION PER 1\1 82 C1 '-1>1 LANDSCAPE PLAN. SEE LANDSCAPE ARCHITECT PLAN FOR SPECIFIC FIXTURE I NFORMA TION. Keyplan SITE WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A [~rLJ"NG NCAINt:::I:::RINCA -f- ROUP I NC. I N11::: RNArI ONAL- _ PHlINE' (BI3) 936.0796 FLA. STATEi ED 100007712 FAX, (813) 936.0799 BB40 N. FLlRIDA AVE. EMAIL. CEGlTAMPABAY,RR,ClJ4 T AIf'A, FLDRlDA 33618 E.C. MANTHEI PE 1:DI09 CEGI CClI'II'Ilsslon NloI'Ibrl'l Q4-9U 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 1i:l2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" u,mER SECTION 102 Of THE COPYRIGHT ACT 17USO. AS AMENDED DECEMBER. 1990 AND Kt~OWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERAll FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS OF THE DESIGN. -if, AI..... ,&.."?5-id "":.. k.. . ".....}.....'.. ""-'-'" ((;"<:~ g;. '($,\ ...(; ~ ~ "'" (.;.))/:~,~/.f. ............ ... ...... .a~5;':"';, ....... ..... '.' ._.9"~?t.c~#";f'.cirret' f!f:..::7 C~~;kjC'f9"#f PROJECT NO. 03540 SEE MECHANICAL AND PLUMBING PlANS FOR EXACT LOCATION OF ALL EaUI f't.'ENT PRIOR TO ROUGH-IN o t~R~~g~~~~ 81 A1 .j.ELECTRICAL SITE PLAN SCALE:'"'tlt6" = 1'-0. ~"-'\(, "-<..,... .... ~~c"":z..". ;a,;;,:~ BPRC Subm~r,-... Date Plotted: Jan Date Issued: Revisions: J 0, 2005 A1 A1 SEE MECHANICAL AND PLUtv'BING PlANS FOR EXACT LOCATION OF ALL EQUIPMENT PRIOR TO ROUGH-IN A1 l!l~ HPA-13 --+tzJ 3#10, 3/4" C. 03540 ONSTRUCTION DOCUMENTS 100% . LECTRICAL SITE PL , ---\. \ ~r>- ~\\ 09... ~ ~ ~/ /~\\.. \ ~o~.. "'~ ~~ --\" \ <".o~~ .. /~ ~\ 1\ v ,~~ ~ '~~ ~ I,' '. \ ~~ ~, \ \/ ~~ ~--\ . ----------------- I" \~ ~ \ \, ~===== \,.. \ ~ ~---.-\., \ ---------------~~~- .'~ ~ \ '. ---------~ ~-::::------------ \\ \./--------~ ~\. -~-------y~;:::::::----------====-=------ \\ \~~----\~\ " ~ -- ~\\, ~ \ ~ ~ ~ ~\ ~~ ~#) 'y/ ~~ /~/ //;::::-/ /~/ ~'i /y/ // / / / . ~// ~;I~~__.. t~k7~/---l' >) '.")'.AI / I .. // . ,".;;; / I . /J/ v, :I! ," ! ' j/ /~~~ ~~/ )< , ~V"X~~ , " I: , . / 9ow^, !~ ~ "0 j I~~~ ~ ~~". ~(~ '! ~~'_ ,.' i., .....:7~;.q r------, ~ \ 1 ______________ ~." I ~ ~, ---------- ',------.\ _______________ I I~ ~~~ 'Ii / --------=====--~-____________ .J .i~ ~ ~./ "./ ---------------. ---------------~::::______.... --------------.. i ~ _________ . ~--------------------.---- il ________ -----"1 ~-~~ -- I '-------- ~ i! ----------------~ ~-- ~---------------. .. ~ ~.----- / . ------...::::::::> ~ '~ 1/ -----------. '--~---- ~---,/. / ------------. .----------~ i,' ----------- '~" ! / -~~-~~~ ~~~ '---::::~> ~"" ~~~ ~~~> .~ , ->"""'-'" - ',,\ ~-~-- , ~~ L::~~ HPB-13, 3#12, 1/2" C. / HPB-15, 3#12, 1/2" C. OJ , ., ~, PLAN NOTES (NOT ALL NOTES USED) ----~" ~ :T f11VIA LIGHTING CONTACTOR AND CLOCK ~ LOCATED IN ELECTRICAL ROOM WEST 052" WHITE WEATHERPROOF FAN PROVIDED BY ELECTRICAL CONTRACTOR, SPECIFIED BY ARCHITECT OR INTERIOR DESIGNER. INSTALL WITH MULTI-SPEED FAN CONTROLLER, WEATHERPROOF ON WALL f31 POWER FOR FOUNTAIN. STUB OUT AT ~ JUNCTION BOX. COMMUNITY DECK - SECOND FLOOR --------- ' HPB-67 3#10, 3/4" C. BL Keyplan GROUND / SECOND FLOOR ----------- ~---------------- -------------------------. '------------------------.:. ~~ ! ~,! ~~ ~.J.~ ---.--. TUB OUT SIX (6) 3/4" CONDUITS ~ DOL AREA AS DIRECTED ~y P MANUFACTURER ~~ ~ "~, BL BL BL BELOW DECK AREA -GROUND FLOOR [~~UNU '. ~ NuINt::eRINGi _,..- ROUP INC, IN-rE.RNA.fIONAl-- _ ~' <813> 'JI36.0796 fLA STtolEl ED ~vli: f I (813) 936.G799 118 N. F1.lJI It. EMAIL' CEG@TAHPAIlAY.1lR.CtI4 TNt''', flllRIllA 33618 B. IlEHZADI PE 153636 CEGJ CoIvIIsslon ~ 04-911 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A. Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2000 THESE PLANS ARE COPYRIGHfED AND ARE SUBJ<CT TO COPl'RIGW PROTECTION AS AND "ARCI1ITECTURAL WORI(" UNDER SECTION 1 02 OF THE COP'fRIGHT ACT. 17USO. AS AJI/,ENDHl DECEMBER, 1990 AND KNOWN AS ARCHITECTURAl WORt<S COPYRIGHT PROTECllON ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS OF THE DESIGN. DECK AREA ELECTRICAL PLAN - , I PLAN. It".; L PMEk~-'-/'" 1 On- OF ClEARWAll.:___ ~., BPRC Submital: Date Plotted: May 24, 2005 Date Issued: Revisions: /2 Addendum #2 - Febuory 14, 2005 -- E- 205 THE RESIDENCES AT 03540 CONSTRUCTION DOCUMENTS 100% DECK AREA ELECTRICAL WINDWARD PASSAGE PROJECT NO. 03540 XREFS: ETTLB TTLB A-4DI-21 rcp ASP S_Col-l A FPl E2D5 A FPl \ \. 1 '\,. \ ~. '\ ~,; \ \;0 ''1. .\ ,~ \, '~\~t +,/ ~'r. "{~~" '.,.. t:\\\ [HANDICAP LIFT] W@;~;~~;;: ::::~::::::::::.:.: HPA-13, 3#12, 1/2" C. HPA-15, 3#12, 1/2" c~tB~. "',;' ":/<',' GF !WP PLAN NOTES (NOT ALL NOTES USED) BL BL 111 VIA LIGHTING CONTACTOR AND CLOCK ~ LOCATED IN ELECTRICAL ROOM WEST II] 52" WHITE WEATHERPROOF FAN PROVIDED BY ELECTRICAL CONTRACTOR, SPECIFIED BY ARCHITECT OR INTERIOR DESIGNER. INSTALL WITH MULTI-SPEED FAN CONTROLLER, WEATHERPROOF ON WALL IT] POWER FOR FOUNTAIN. STUB OUT AT JUNCTION BOX COMMUNITY DECK - SECOND FLOOR ';'t, "''''.... "'",) ~1'ii::11!!,>, .",~;'l<- """'~~<1llt "l~" ,\,:. '.iJlI; " :j~(t !i.\I:,,:. ~5:),:. '''''l;., .{,;..... l:i1i~~\. "\'f& 'l'Jt~ N......./..;.,.:......~."'./~~:.:.:..............U/~;.;.;.:.;~.;.;.y..:~~~: :.:.:.;.;.;.;.~;.;.;.;.;.;..............,.:.,.:.:.;.;.~..~..."":':';';';'~U':':""""" . " "', ~ 'l ....... ,~ "STUB OUT SIX ( 4" CONDUITS fD'POOL AREA AS '. ECTED BY POOL MANUFACTU "" .'" " HPB-67 3#10, 3/4" C. BL BL BL BL BL C. BELOW DECK AREA -GROUND FLOOR DECK AREA ELECTRICAL PLAN SCALE: 1/4. = 1'-0. E o ~ o Keyplan [~5UL IlNu II NCiINfl:::RINCi --"11"'.... ROUP INc. IN11:::RNAflON.AL_ PH~E' (813) 936.0796 FLA. ST A TEo EB 10DOOmi! FAX' (913) 936,0799 8840 N. FLlRIIlA AVE, EMAIL' CEliITAMPABAY,IlR.CDl T AJ4>A. FLOIlIDA 33618 E.C, MANTHEI PE ID09 CEGI CllI'II'Ilsslon NI.I'IbI!F" 04-911 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A OJ@) ~I.l) -q8 :gC\l C\I ' '0 UJ~ ~c ~ 0 0.. -, ....- V) .. .... c ~O .~ "'D Q Q) 0....... ....-.... ..0 ua:: 03540 UCTION DOCUMENTS 100% tted: January 10, 2005 Date Issued: -<.; 1.:e13i dC'1t) ". ')." (:;< ~A $' "$' ~ ~ ~ i"f' 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248--9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 Revisions: ('Zj')/"//'/ .. . eP52;'}"" .''''.:IP:,'tr;#t<U~teZ#1e:~ <i:~";;'~Zf:~$c!-~e GROUND / SECOND FLOOR @200.J THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENOED DECEMBER. 1990 AND KHOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF '990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 S8 " S ' OJ ~'~, , HPB-29 - JJ -~--- ~ /" J~\@W . . ~ / l / I '/\ ' - SS / / KF / ,-" {/. - - - -----_ ~ ~ --------------- ------ /" /" ~~-------~~\,\, , ~, . /~:::/ "--~, ~i , ~//// ~'~~' ------ / // \, ,"" '" // /', ~ / , " " .// / ',', \ ". '" "" '..... 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"S / il ......,---- r-- --+ 'i ~/ " '-~~----~- ~~ ---'::::::::;0--. ---, i i 1 I ~, , ..~ '<:- i I '~ - I I II c=:==:=:.= I I I , :::::.:.::=====:J c:==::::::::J c::::=:::::::=: """] ! c::::=:::==:::= ======:::J :Ie :s: , --, --= ~:.=:J : r:::=::=-.=::::J = j '---" HPA-13 3#10, 3/4. c... Ilz c ~I ~,~-, KF I L_; I I - - ---;:+ J -ti' r:=::::::=:=:=J ----:::---l ~=====:::::::J ~, , , '-.., "--.. "'~"<~>_.._... ~~, T--l. ~ ~~--' L..- ".,..-- i ~ ~ --~, 4,-.,,@ - " CC HPB-53 3112, 1J2' c. SS M HPA-14 3112. 1/2' C. /fu\ - ~Y'7 - ~--- - /r--y-----r---;r----y---r--r / ///r--;/// ~----r-~~'~~/ ;' / / / /' SITE PLAN / GROUND FLOOR l....--J SECURITY SYSTEM ELECTRICAL REQUIREMENTS SECURITY SYSTEM REFERENCE THE ELECTRICAL CONTRACTOR SHALL BE REQUIRED TO PROVIDE ALL ELECTRICAL POWER NEEDED TO OPERATE THE THE SECURITY SYSTEM SHOWN ON THIS PLAN. ADDITIONALLY. THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT TERMINATED AT JUNCTION BOXES WITH PULL STRINGS FOR SECURITY SYSTEM WIRING. CONDUIT SHALL NOT BE EXPOSED AT ANY lOCATION. JUNCTION BOXES SHALL BE MOUNTED FLUSH AT ALL LOCATIONS. JUNCTION BOXES FOR SECURITY SYSTEM COMMUNICATION ARE SHOWN IN THIS PLAN ARE REFERENCED BY: ~ PROXlMATY SENSOR ~ KEYPAD ~ CAllBOX \fP ~ DOUBLE MAGNETIC DOOR LOCK @ SINGLE MAGNETIC DOOR LOCK @ CLOSED CIRCUIT TV CAMERA - OWNER UPGRADE OPTION ~ KEY FOB READER ~ GATE MOTOR ~ MAGNETIC DOOR, OUTSIDE LOCKED. INSIDE OPEN TO EGRESS (!f) TELEPHONE HANDSET @ PEDESTAL MOUNTED. AUTOMOBILE ACCESS SECURITY CHECKPOINT @ REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND MOUNTING HEIGHT OF JUCNTION BOX. '~, VERIFY ALL DEVICE lOCATIONS WITH ARCHITECTURAL PLANS AND SPECIFICATIONS AND WITH SECURITY DEVICE CUT SHEETS. ii: ~ 1 ~ ~, ~. ~i ~. r_ _--------! _ _J SECOND FLOOR COMMUNITY ROOM AREA Keyplan SITE SECURITY SYSTEM PLAN NOTES lJJ o 1/2. CONDUIT TO SECURITY SYSTEM CABINET IN ELECTRICAL ROOM WEST. STUBBED OUT WITH PULL STRING. 3/4. CONDUIT TO SECURITY SYSTEM CABINET IN ELECTRICAL ROOM WEST. STUBBED OUT WITH PULL STRING. [II 1/2. CONDUIT TO TELEPHONE BOARD IN ELECTRICAL ROOM WEST. STUBBED OUT WITH PULL STRING. o 3/4. CONDUIT TO CABLE TV BOARD NEAREST CABLE TV CABINET. STUBBED OUT WITH PULL STRING. '~ ' , SECURITY SYSTEM PLAN - SCALE: 1/16" = 1'-0" ; \ It .t '---""''''--iiEv(10PMEN1SV! WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A [${~UN~ NCtINEE.:RINGi -l-- ROUP ING. INfE.RNA1l0NAL-- _ ~ Wt~) Wo~ FLA ~TEN. ,lkYZU!: ElOOU CEGl!T AHPABII Y.RR.ClI4 T Alf'1l, FllIRIDIl 33619 B. BEHZADI PE 1S3636 erGI CCWIIsslon tUolbert 04-911 -- ,,,''i'l\Ii\ ~ 'J _ i:- pW n:Q BPRC Submital: ... '.-J' 03540 Date Plotted: May 24, 2005 CONSTRUCTION DOCUMENTS . Date Issued: 100% Revisions: SECURITY SYSTEM 2 Addendum #2 - Febuary 14, 2005 E- 208 THE RESIDENCES AT 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A Suite 108 Seagrave Beach, FL 32459 Phone 850-231..2057 Fax 850-231-3553 02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK' UNDER SECTION 102 Of THE COPYRIGHT ACT, 17USO. AS AN1'NDEO DECEMBER. 1m AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT Of 1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FOR'vI AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SP'ACES AND ElE,MENTS OF THE DESIGN. r 11tl WINDWARD PASSAGE PROJECT NO. 03540 XREFS: EITLB TTLB A-401-21 rcp A FP2 s_eal-! LANDSCAPE LIGHTING A_SP E202 1/'Z CONDUIT TO ELECTRICAL ROOM 3RD FLOOR WEST SECURITY SYSTEM CONSTRUCTION INFORMATION FOR SECURITY SYSTEM CONTRACTORS, NOTES CONTAINED ON SHEETS E200, E201, E202, E20S. CONTRACTOR SHALL PROVIDE A FULLY OPERATIONAL ENTRY SECURITY SYSTEM IN ITS ENTIRETY. PLANS AS SHOWN ARE DIAGRAMMATIC ONLY FOR REFERENCE. CONTRACTOR SHALL SUBMIT COMPLETE SHOP DRAWl NGS AS REQUI RED. ~ SECURITY GATE MOTORS. ~ PROXIMA TY READERS ~ KEYPAD ~ CALLBOX \QP ~ DOUBLE MAGNETIC DOOR LOCK ~ SINGLE MAGNETIC DOOR LOCK @ CLOSED CIRCUIT TV CAMERA @ KEYPAD WITH MAGNETIC LOCK @ KEYPAD WITH MAGNETIC LOCK E o ~ o OJ@) 3LO -qg gsN N ' '0 UJ~ ';:::c ~ 0 0.. ---, ,/ Vl .. ..... c ~O .~"O Q Q) 0....... ,/- .. 0 uo:: CID J CID TO LOCAL 120V CIRCUIT TO LOCAL 120V CIRCUIT ~SS ."".. K ,. ;. .. 1/'Z CONDUIT TO ELECTRICAL ROOM 3RD FLOOR WEST TO LOCAL 120V CIRCUIT @ -"~ J~ .................... ~ 1/'Z CONDUIT TO ElECTRICAL ROOM 3RD FLOOR WEST ~ J 1/'Z CONDUIT TO ELECTRICAL ROOM SAD FLOOR WEST SEE OTHER St-EETS FOR POWER "'~ "...~~ 1/'Z CONDUIT TO ELECTRICAL ROOM 3RD FLOOR WEST TO LOCAL 120V CIRCUIT- Keyplan SITE '~ ,., " ,..,~, ..."." ',,,\-- .~"'~ '. .~~~ .~, ....~ ...~.., "''',- '';''fi~~~, "~,"-!-" FOR THIS SYSTEM, THE FOLLOWING IS REQUIRED: 't",~ THE GROUND LEVEL SHALL HAVE TWO ENTRANCES BY THE "$;~'$ . ELEVATOR LOBBY THAT HAVE MAGNETIC LOCKS RELEASED BY . "~YPAD CODE OR RESIDENT KEY CHAIN PASS. THE SYSTEMS BY TH~1!QBBIES SHALL ALSO HAVE THE CAPABILITY TO CONTACT RESIDE~~L UNITS VIA TELEPHONE LINE WHERE RESIDENTS CAN RELEASE T~~~9CK TO ALLOW GUEST ACCESS. A LINE BID ITE~;~R SECURITY CAMERAS AT THESE LOCATIONS THAT P'}\~H INTO CABLE TELEVISION SYSTEM FOR RESIDENTS IS REQUES~ THERE SHALL BE ONE ADD~AL MAGNETIC LOCKED DOOR AT STAIRWELL (WEST) THAT'Wrtl. LOW A RESIDENT ACCESS WITH KEYPAD CODE OR A KEYCHA1~ SS. THERE WOULD BE NO SECURITY CAMERA OR CALLING CAPAS., ES AT THIS DOOR. THERE SHALL BE ONE ADDTIONAL MAGNET. CKED DOOR AT THE COMMUNITY DECK THAT WILL ALLOW . SIDENT ACCESS TO THE COMMUNITY ROOM WITH KEYPAD CODE 0 EYCHAIN PASS. THERE WOULD BE NO SECURITY CAMERA OR CA' G CAPABILITIES AT THIS DOOR,".~ THERE SHALL BE ONE ADDITIONAL MAGNETIC LOCKED DOOR . AT THE STREET TO ACCESS THE POOL/GARDEN AREA, THIS SHALL HAVE A KEYPAD CODE OR KEYCAHIN PASS AND NO SECURITY CAMERA OR CALLING FUNCTION. THE PARKING AREA SHALL ACCOMODATE ONE-WAY IN AT THE EAST SIDE WITH A MOTOR DRIVEN GATE AND A ANTENNAE/RECEIVER SYSTEM THAT CAN OPEN THE GATE AUTOMATICALLY FROM THE AUTOMOBILE MOUNTED TRANSMITTER PROVIDED WITH THE SECUIRTY PACKAGE. THE WEST SIDE OF THE PARKING AREA IS ONE-WAY OUT AND SHALL REQUIRE A MOTOR DRIVEN GATE, TRIGGERED VIA DUMB PROXIMATEY SENSOR AIMED INSIDE GARAGE, NEAR EXIT ALL THESE ITEMS ARE SHOWN. DECK ENTRANCE SECURITY SYSTEM WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @200:J THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KHOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ElEMENTS OF THE DESIGN. SECURITY SYSTEM STATEMENT C~N5UL -rINCl Ni:AINt::t::RINi:A --t- ROUP INC. IN-rt::RNA--rIONAL_ .>11..... ,oo,? 51Li <;"h. '. '\~'tW' '.. ". ((:->(=l €I . <\\ ...t; ~ PH[)IEI <813> 936.0796 FLA. ST A m EB #00007712 FAX. (813) 936.0799 BB40 N, FLlRlDA AVE. EMAILI CEGlT AMPABA Y .RR.C[)l T AIf'A. FLORIDA 336IB E.C, MANTHEI PE .D09 CEGI CClI'lI'Ilsslon NJ.I'Ibl!rt 04-911 {'.;5t:-./'>//':':. .# C('.~:,~, .........?'l'':t?'l<ri'LtC~r(;7 't~::;;i.:;~~~iC~?<1 PROJECT NO. 03540 1~ CONDUIT TO ELECTRICAL ROOM 3RD FLOOR EAST 1/2' CONDUIT TO ELECTRICAL ROOM 3RDFLOOREAST ~ '. SS K SEE OTHER SHEETS FOR POWER TO LOCAL 120V CIRCUIT J~ ~ SECURITY SYSTEM SPECIFICA TION ALL MAGNETIC DOOR SECURITY DOOR LOCKS LOSE LOCKING CAPABILITY ON POWER FAILURE. NO EXCEPTIONS. SECURITY SYSTEM PLAN )j ~ BPRC Submital: Date Plotted: January 10, 2005 Date Issued: Revisions: J CID j "'---,.',--::,- ,..... '(""-.~-~' ~ / t, t (:~ ,1 ;'"t... !? n;':;' ,.,,-...---. f . ') L.' .,-, ..J i. "n r;:;;,. .--. I l.~. j~'-'-' L, iJ L~i't: jf-;-"'{ "-,-c"...,;' I UU ~ JAN 2 "!' 2:J1"l. - (,.,/. i ;L." , I.' l " I J .J i: ' Ot::If ."'_'.. . I - L.:~9~'fG!i~~U~ 03540 r -- ~ - [!Q] I ~ SUPPUED TO I S SHAll. BE WITH AN AFt AT PANElBOAAD I 4 l -- I I a I I lL -- :JJ ~ F. JB s SMOKE DETECTOR NOTE INTERCONNECT ALARM FUNCTION OF SMOKE DETECTORS AT AT ALL LOCATIONS WITHIN UNIT SUCH THAT ALL DETECTORS SHALL AlARM IF SMOKE IS DETECTED AT ANY ALARM PER NFPA 72-11.5.12 (8) 120V SEE POWER PLANS Keyplon 4 A A A B H SECOND - SIXTH FLOOR [~r~UN~ NCiINf;f;RINCi _+- ROLf' INC. INJ'eRNAilONAL-_ ..>1IR f1.A.1lA"~ EIWIJ CEGIl'Nl'QAYRR.CIII TMPA, F1.lRIDA 336tlI ). JEHZAIIJ PE IS363{, CEGI CoMIsslon IUiltrt 04-9U RC RC s [i2J AU. POWEA SUPPLIED TO THIS ROOM SHAlL BE PROTECTED WITH AN AFt TYPE 8FlEAI<EA AT PANEl..BOARD 4 JB ~ WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 M1785 5365 E Cty Hwy 3Q-A Suite 108 Seagrove Beach, Fl 32459 Phone 850-231-2057 Fax 850-231-3553 CI> 2003lHESE ~ ARE COI'YRlGHlm AND ARE SUIl.ECT TO COPYRIGHT PROlECIION AS AND "ARCHllEcnJIW. WORK" UNDER 5fC11ON 102 OF IHfCOPYRlGHf ACT. I7USO. AS AMENDED DECIWIER, 19\>0 AND KNOWN AS ARCHfIllC1\JRAL WORICSCOPYRlGHTPROTEC1ION ACT Of 1990 11iE PROTECTlON INCLUDES 9UT IS NOT UMrIED TO THE OVERAll FORM AS WELl. AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELENlENTS OF THE DESIGN. ( 'C<_'___~'__"__,.__.."_.,-=.,~,,,,~_~_._.; . THE RESIDENCES AT ./ ~~I b' WINDWARD PASSAGE PROJECT NO. 03540 PLAN NOTES (NOT ALL NOTES USED) OJ WASHER III DRYER III AIR-HANDLlNG UNIT o WATER HEATER IIJ RANGE/WARMING DRAWER m HOOD FAN m REfRIGERATOR (!] DISHWASHER m DISPOSAL ~ SEE ARCHITECTURAL ELEVATION [ill ELECTRICAL PANEL (FLUSH) @ MICROWAVE [ill COMMUNICATIONS CABINET (FLUSH) ~ OVEN MAKE CONNECTION TO ALL UNDERCOUNTEA ~ LIGHTS llGHTOllER OR EQUAL) SEE ARCH. ELEVATIONS FOR LOCATION ~THREE WAY SWITCH WITH DIMMER AT ~ OPPOSITE END [ill VERIFY RECPTACLE ClEARANCE FROM SLIDING DOOR DURING ROUGH-IN f181 MOUNT RECEPTACLE HORIZONTAL IN ~ BACKSPLASH UNIT IIAII ELECTRICAL PLAN ~": w ~ ~ I SCALE: If " - \D \ I - \ P' "NI-tlNG ~ DEVELOPMEN-r SVC! I V" C'''' or r.U:ARWATER_ ! ,I' ~ BPRC Submital: Date Plotted: May 18, 2005 Date Issued: Revisions: ffi Bldg Dept Comments May 18,2005 03540 CONSTRUCTION DOCUMENTS 100% UNIT "Att ELECTRICAL PLAN E-40 1 XREFS: A_FP3 A Units-2 A FPl A U nits-3 I Fum-2 I Furn-3 AFP2 ET'LB A-401-21 rcp TTLB Fe ~..............J.B J ........ <iD db Fe E o Ll) -..:t o OJ@ 3Ll) "Qg ON -..:t ' 10 UJ~ ~C ~ 0 0.. -, ./ .. ~ C ~O .~ --0 Q (!) D.. +- ./+- ..0 UiL ALL RECEPTACLES IN ROOM SHALL BE ARC FAULT TYPE ~ EfJJ~ db f~ JB F tlYldb JB F ALL RECEPTACLES IN ROOM SHALL BE ARC FAULT TYPE \ t, ~'- .~ ~~ t l ~- '~i< " I. t "'., t I~i 1 \ , ~ ~ @ y Keyplan " \ 8= nnlz $ n ~ S ~ " ~F @) =8GF [IQ] ~@ ~ @] GF8= is" ! ilz r1l 8= 36" AFF. @ @ [I] 30~ 36" AF.F. SL GF(j)~ ~. db @ '. .~;c~_ m~"~,.. '"", @ ..';". RC:_~,~ ."".. .~. @ nnlz db IIIllz @ tl III rID @ 0m [IQ] [I]Q) db ~ SL ALL RECEPTACLES IN ROOM SHALL BE ARC FAULT TYPE ~ {3 JB F y G 4F SECOND - SIXTH FLOOR db "'\ G'B= ~ S D~ db JB db A ~':\;~'~~;'~<l; "i.:;.,,~~, _ ~.", '~47t.. "";;,.t;, 'l!<,~ '-It.i\..\: ''''....., .\,!'''"' ", '-... .....'i.,.... ',.~ 'II,"''lr!l- ''''',j.~';l <IS.,''l!. \~,.", " '" " "1" 'I.... '~...... ....:~ ..._, "~" ,",-. ...."'\,,. " ,~,,~ ~~~ .....~-.. .".".. ',." "... "". .~''11. .....,.." "',,,. "":. ...,~",'ll "")h -... "l., ....~" ',"" "'-, ,. "'.... -'", ~;~~ ", .,\ '\. "', \.. ", \ \ WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2oo3THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WElL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. $ 1 db .. ALL RECEPTACLES IN ROOM SHALL BE ARC FAULT TYPE JB F BL ~ IT}qp db ~OOLV @ zll ~ " ~ c>"':\~,." [gJ t ""''''''''l!io IT] \""?'" 7 ,,~ . ii ,,:a~;:..AF.F. GF8= 8= 1...-1 \"~,,,~,, 0 lEfF ~'?%\!~'tl,t, ~ ~(~l6,~ ;t~]'~~'~~j~, l ~ [?irSUL 11~ NCiINffI<INC1 _.:!..... II ROUP INC IN-rt-RNAiIONAL-_ PHOII) (81& ~96 FLA. ST A TEo EB #00007712 FAX. (8!) 799 8B4D N. FURlllA AVE. EMAIL. CEG1!T AIfIABAY RR.CIJ4 T AIf'A. FLDRIDA 33618 E,C, MANTHEI PE H:DID9 CEliI CllI'lI'Ilsslan N....,~,., D4-9U ~ db GF!WP =8 .. JB F LV III ;'~ ly ,. es.idt.::,oh \44 ." ,. ....,. f ("-t\~ {V' "'S1 ..c' .~. , ~ 1"1' ('~;;)f~///'W: " {(.,'".....r.....,\,....'".~'..:},;/,Z?............r:.'... _....,~;~..,/... -.....'........::..:...0..:.... ......."""............ .../7~'~~?7.~7<YX--<;r.;rc:r 'V 7 ~"'<:-"':#""7 '>;/ PROJECT NO. 03540 .....,---~'''~-..., PLAN NOTES (NOT ALL NOTES USED) OJ WASHER [I] DRYER o AIR-HANDLING UNIT o WATER HEATER m RANGE!WARMING DRAWER []] HOOD FAN [2] REFRIGERATOR [I] DISHWASHER [II DISPOSAL [}Q] SEE ARCHITECTURAL ELEVATION [ill ELECTRICAL PANEL (FLUSH) @] MICROWAVE ~ COMMUNICATIONS CABINET (FLUSH) [E] OVEN MAKE CONNECTION TO ALL UNDERCOUNTER [ill LIGHTS (L1GHTOLlER OR EQUAL) SEE ARCH. ELEVATIONS FOR LOCATION f16l THREE WAY SWITCH WITH DIMMER AT ~ OPPOSITE END r:j7l VERIFY RECPTACLE CLEARANCE FROM SLIDING L!!J DOOR DURING ROUGH-IN f18l MOUNT RECEPTACLE HORIZONTAL IN ~ BACKSPLASH UNIT "A" ELECTRICAL PLAN SCALE: 1/4" = 1'-0" BPRC Submital: Date Plotted: January 10. 2005 , Date Issued: ~evisions: ~ TION DOCUMENTS 100% UNIT "A" II . s JB F ~ ( AU. PPU TO n-IIS ROOM SHA/J.. BE PROTECTED WllH AN AFt TYPE BREAf<ER AT PAN8..BOARD SMOKE DETECTOR NOTE INTERCONNECT ALARM FUNCTION OF SMOKE DETECTORS AT AT ALL lOCATIONS WITHIN UNIT SUCH THAT ALL DETECTORS SHALL ALARM IF SMOKE IS DETECTED AT ANY ALARM PER NFPA 72-11.5.12 (B) 120V SEE POWER PLANS 4 Keyplan .--/ AU. POWER SUPflUED TO THIS ROOM SHAU.. BE PA:>TECiED WITH AN AFt 4 TYPE ER:AKER AT PANELBOARD r!5L1t-IINU NCAINtI:RINCi _+- ROUP INC. INfeRNAIIONli- THE RESIDENCES AT 1860 Repubfica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, A. 32459 Phone 850-231-2057 Fax 850-231-3553 ...~ FlA"~ ~m! DlA!1J CEliITNflMAY.RR.CDI TMA, f'l.[ItIM 33618 .. IDIZAIlI FE 153636 aliI CcMatcn ......... 04-911 WINDWARD PASSAGE SECOND FLOOR C 2003 !HESS PU\NS ARf COPYRIGHTED AND ARf SUBJfCT TO COPYRIGHT PROTfCHON /4S AND "ARCHITECTURAl WORK" UNDER $E(;I1ON 102 OF THE COPYRIGHT ACT, '7llS0. /4S AMENDED DECE.V8ER. 1990 ANO KNOWN AS ARCHITEC11JAAL WORKS COPYRIGHT PROTECllON ACT OF li'90 THE PROTECnoN INClUDES BUT IS NOT UMfTED TO THE OVERAU. FORM AS WEll AS THE ARRANGEMENr AI'>D COMPO$ll1ON OF SPACES AND ElEMENlS OF THE DESIGN. PROJECT NO. 03540 -------------, ". /' ftl ~\ ,~f . \) '-> PlAN NOTES (NOT ALL NOTES USED) OJ WASHER II] DRYER ill AIR-HANDliNG UNIT [!J WATER HEATER m RANGE I WARMING DRAWER l!J HOOD FAN o REFRIGERATOR ill DISHWASHER ~ DISPOSAL I}Q] SEe ARCHITECTURAL ElEVATION [ill ELECTRICAL PANEL (FLUSH) @ MICROWAVE @]COMWNICATtONS CABINET (FLUSH) lEI OVEN MAKE CONNECTION TO Au.. UNDERCOUNTER ~ LIGHTS (L1GHTOLlER OR EQUAL) SEE ARCH. ElEVATIONS FOR LOCATION f.i61 THREE WAY SWITCH WITH DIMMER AT ~ OPPOSITE END G7' VERIFY RECPTACLE ClEARANCE FROM SLIDING L!.!..I DOOR DURING ROUGH-IN r:j81 MOUNT RECEPTACLE HORIZONTAL IN ~ BACKSPLASH " UNIT "A2" ELECTRICAL PLAN ! PlANiq!i!~or.Jtu5'PMn~T svcs BPRC submwaf'---';:"- --.-- Date Plotted: May 18, 2005 Date Issued: Revisions: ffi Bldg Dept Comments May 18,2005 03540 CONSTRUCTION DOCUMENTS 100% UNIT u A2tJ ELECTRICAL PLAN WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A E-402 XR EFS: A FP3 A Units-2 A FPI A U nits-3 I Furn- 2 I_Furn-3 TTLB A FP7 EITLB A-401-21 rcp A-40i-JI k@ ............ ..... .......... ". .//qp ~B '. ...... ..' ...........--....---. ."" ... '. .... ,--- -"-. . qp' " . '" / : .. . . , . . . . . - . . . . . .. . .. ." , : : . :. ... .. ..-'~: nn. db k@ AU.. RECEPTACLES IN ROOM SHALL BE ARC FAULT TYPE JB F // ~L$. db I~ nwnnnnn~dDw JB F ALL RECEPTACLES IN ROOMSH.AI-LBE ARC FAljLTTYpt;:..... @ ~ @ . " t @ ~@ OQJ @ BGF Ilz db ~ DQJ GF8= If ~ ~ ~ @ $ GF(j)~ ~. db db RC RC $ II Q)[IJ db [I]Q) @ ~ ~ ALL RECEPTACLES IN ROOM SHALL BE ARC FAULT TYPE SL ~ =@ JB F S ~ Keyplan SECOND FLOOR SL S db db db RC RC ~ OQJ GF8= " "'.1\:., ~~ li". , '.~~;,B. [I] ,:~" 36" AF.F. ,..~'.. c.... " er-. ..~ ". "'~.'!~,. ~#ii.;.. .~ .F '....'.,. ~ ~...... 1 ..... '<i" ~~7~~;;';..\, W 'ii,,,,. ,J ~ t GF8= CD []] ~ G zli ~F '@ n. LV l p p$ qp WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fox 813-247-3507 AA 1785 5365 E ety Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fox 850-231 -3553 @2oo3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION A:i AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. A:i AMENDED DECEMBER, 1990 AND KNOWll AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 19'10 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSI110N OF SPACES AND ELEMENTS OF THE DESIGN. db ALLAECEPT ACLES IN ROOM SHALL BE ARC FAULT TYPE ~ . . ," " " . . '. . .. . . . " ',. , . . . . . . . '. . . ......$/. ......... "'mu "u u 'umuuuu db .. db GF /WP =@ ........... .......-............. ...........~ Ilz=~~_:~1 , ~.~'\, '~~ ''i., , ,.~!, '~ .}"J..t- .., "'~ ., 'I.~"", ...~. PLAN NOTES (NOT ALL NOTES USED) [I] WASHER m DRYER @] AIR-HANDLING UNIT [I] WATER HEATER [I] RANGE / WARMING DRAWER ~ HOOD FAN [I] REFRIGERATOR ~ DISHWASHER ~ DISPOSAL BQJ SEE ARCHITECTURAL ELEVATION [IT] ELECTRICAL PANEL (FLUSH) @] MICROWAVE 1m COMMUNICATIONS CABINET (FLUSH) [ill OVEN r:iCl MAKE CONNECTION TO ALL UNDERCOUNTER ~ LIGHTS (L1GHTOLlER OR EQUAU SEE ARCH. ELEVATIONS FOR LOCATION r:;6l THREE WAY SWITCH WITH DIMMER AT ~ OPPOSITE END @] VERIFY RECPTACLE CLEARANCE FROM SLIDING DOOR DURING ROUGH-IN r:j81 MOUNT RECEPTACLE HORIZONTAL IN ~ BACKSPLASH IT IA2" ELECTRICAL PLAN " ~~ ~ [?I~JC11NG Ii NC-i I NL: L: RI NC-i .--. "lj.... ROUP INC. IN-rtRNA-rIONf\L-_ PH[J<IEI (813) 936.0796 FLA. STATE. EB 100007712 FAX. (813) 936.D799 88411 N, FLCAmA AVE, [MAIL. CEGl!TAMPABAY.RR.CDl TAMPA. FL[RI]]A 33618 LC. MANTtEI PE tl3DD09 CEGI CllI'I..is,,1cn IU'lbllt"l 04-911 BPRC Submital: Dote Plotted: January 10, 2005 Dote Issued: Revisions: 03540 CONS~UCTION DOCUM .~, 100% ':;" .' UNIT "A2" "g~ECT {Z,.:es.i d<:'fq() ... .', (,~ /""'~.' V ~ I"" ...... ~. )i t* (,;?,:,')~~:/'^/'~.. ......... · ff::;;:) "';, .... ...v7~.~?leU~';.t<:rrr-/ 1(:,~~~:7 CTf..lk>e!:",e PROJECT NO. 03540 lX ~ ' ""@ rJ 14z 11 ~ I-A ~ _ ALL POWER =-- THIS ROOM PROTECTED Wiiir AN AFt TYPE AT PANaSOARD e& ~ ~" I I I I ~ I I I I '@JUt ~ ~r 0 .... ~ ~Y . @;!> SI. ~ 'E: . ~~r r- l~~ ~ '-J I 6UO@] fl 30~ t I L - 19=Jr ~/ ~ 111111111111111 I 1111II11I #' - ~'AF 'E: @C.~~ . \~ :' ~0 c ~~;; ~ [ill ~ Q~ l~_ J~ /(---===: ~ 11 s. @ @].~ ~E'~~ Gr(t~r ~~.' ~~ <lD '~I S /~G-.l'F~~ @J ~~ C:=J ~~l:)) I,^,XXXXXXXX~ <ll>-..... -">':-; ~ @'~"'.\ /" <'" <It> 1111 I I '1"'_:_11 II1I ill -L ,,\ \~ ... _," \ :)8 ~.,-h, - RCyS.~ ~ l^t\Cll RC ~. . \Uo 1. ~ "'~r71 r;;]~ - ~ 9 ~ <It>(lli -'\;~ ~~ =: e' lX!('( '\j S ~/ I = I I I ~l\ ~ro~~~~m III THIS ROOM SHALL BE >< PROlECTED WITH AN AFt f------------ - -- SL c 0 TYPE BAEAKERAT PAt6.BOAAD [>j]] lh ~ r 0 ill /. ~ "- ~ /1 X )< ,xx ( II lit VII 'If' T I \><XXx:X> l e ,. @J ;~ lfF ~ ~.\\~ ~ 1 ~ Pv .\. rf. --~ J -r2/ 'i- '<VGr~ J -r-m ~~~ ~pF J8 F . ~ ~ ~ !19M t::::\ Ci) 1 r ",-11 ~- f-- '-../ -,.. '7 [I[l ~ ~ ~"\,,,~ GF(J) [X x x v I I SMOKE DETECTOR NOTE INTERCONNECT ALARM FUNCTION OF SMOKE DETECTORS AT AT ALL LOCATIONS WITHIN UNIT SUCH THAT ALL DETECTORS SHALL ALARM IF SMOKE is DETECTED AT ANY ALARM PER NFPA 72-11.5.12 (B) 120V SEE POWER PLANS 4 Keyplan C B A A A A A THIRD - SIXTH FLOOR I I I I L ,,- f101 ~~. i~ '-- r - Ui l::i ----....... ~, pf/ /,-:/ cl;/ . 1.0 ----------~ - - 1 I I I I I II L, /~ II III II11 III I I I I 'Z U <1D - ~ GFe= r- [[: ~~J .~ ~~ ~fv, ~ .m' .,~ ~~ Q) i ~~--J GFeI P j"--' -@]=&~ III J ".. _.. CsoD 12 14 (J11NU: GF((>- QD Q) 1"'- K' ....., , elf) I I ~- \ ..,..../ '-/' _ r-----=-----.. ----, S I I .,:- ,. WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 RepubRca de Cuba Tampa, Aorida 33605 Phone 813-248-9258 Fax 813-247.3507 M1785 5365 E C1y Hwy 3O-A Suite lOB Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 0200lllHESE PlANS ARECOI'YRIG/ffB) AN) ARE SllaJECT TO COPYRIGHT 1'IIOTECl10N Nl AND "ARC~L WORt:' UNDER SECTION l020F THE COPYRICHr ACT, l7USO. AS AMENDED OECEtvlBI!lt 1990 ANO !(NOWN AS ARCHI1l!CTURAl. WORtcS COPYRlCHr PR01TCTlON ACT OF \990 THE PROTEC1ION INCLUOES IIIJT IS NOT 1IM1IED TO THE OVERALL FORM AS WaL Nl THE ARRANGEMENT AND COMPOSmON Of SPACES ANO ELEMENTS OF THE DESIGN. 'f@ ~ ~ e I LV <ID ..- .." 8 D) D) i(j) ~ I ~ I I ia~ \" t _' llF""'- ~ ""'=- ~ xxxx>(XXXXXXX AIlr. ~ ~~ $: ,/ I I /'-../'-../ ~~ ~ F"-" AU. POWER ~ED TO THIS ROOM SHAU. BE ADTECTED WITH AN AFI TYPE BREAKER AT PANaBOARD ill ~ o D -- '\ ~ ()~ I I I ! ftYJ ( ) @~ I ~ /,-$ I ~ . , ~ ~/ S J A I 0~ \j) \. x t1p X .."H ,~. <It> t 18 GF/wP / iE- ~~ ~ , ~ ~~ - -" LV -.. <lD .,. -'" U8 ~ - (LV KL\) (II) ..... tI' I I I .L I I [~~~~~ NCiINE:E:RINc::i -f- IeOUP INC. IN'f}::RNAl1ONAL. rr.~ f1.A.llA~~ EMI..a CEGlTAWAMY.RR.cIII TAIPA, Fl.lIRDIA 33618 J. IIEHZADI FE 153636 CEGl COIlIlIssIan IUbert 0+-911 @ & n ([ ~ ([ ,( 1 / "-R ~ .. ~:Jh.. ~~~. -- ~. ~ XXXXX~tx^XYXXX)< THE RESIDENCES AT WINDWARD PASSAGE PROJECT NO. 03540 // // ~I~~~ PLAN NOTES (NOT ALL NOTES USED) OJ WASHER ill DRYER m AIR-HANDUNG UNIT . o WATER HEATER m RANGE/WARMING DRAWER W HOOD FAN UJ REFRIGERATOR [!] DISHWASHER ill DISPOSAL ~ SEE ARCHITECTURAL ELEVATION [ill ELECTRiCAL PANEL (FLUSH) @] MiCROWAVE @]COMMUNICATIONS CABINET (FLUSH) ~ OVEN (';i:l MAKE CONNECTION TO ALL UNDERCOUNTER ~ LIGHTS (LlGHTOUER OR EQUAL.) SEE ARCH. ELEVATIONS FOR LOCATION r:j61 THREE WAY SWITCH WITH DIMMER AT ~ OPPOSITE END f171 VERIFY RECPTACLE CLEARANCE FROM SLIDING ~ DOOR DURING ROUGH-IN r:j81 MOUNT RECEPTACLE HORIZONTAL IN ~ BACKSPLASH IT HBII ELECTRICAL PLAN PUNNING i Of ' , CI~ Of "" VEL.OPMfNT SI/iCS . l"..LEARWATER BPRC Submital: Date Plotted: May 18, 2005 Date Issued: 03540 CONSTRUCTION DOCUMENTS 100% UNIT "S.. ELECTRICAL PLAN Revisions: & 81dg Dept Comments May 18, 2005 E-404 XREFS: A_FP3 A Units-2 A FPl A Units-3 I Fum-2 I Fum-3 TTLB A_ cp2 ETTLB A-4U1-21 rcp \~ '\, '",~ l.~\ .;;\, \', \t~ 't-.; ~'-~\. 'li' 'A ,. \" ~~\ '\}, "- ,\.. ""> ~ & .~.~ All. ROOM SHAll. BE ARC FAULT TYPE l qp~ 1 qp Keyplan ~F ~ ,,-:'" "');, ~:,).; '>-, GF h. =8 J'@"-"-, IlliJ O~. " '>:" @= [I] 30~ 36" A.F F. ~ c IT] @= 36" A.F.F. .~, G.E.. ~J ';"':-;:~..".. "'." .,0. '. . HC "-:'" '~'Y,,' 1 ";"- ~" S ...." \~~'::..., JB E ".,........ qp ~ G)[!J 'dbtIYJ $ II@ ALL RECEPTACLES IN ROOM SHAL,LE3E ARC FAUl,T TYPE ~ .~ ii.? [2Q] @ Ilz tt [2Q] @ BGF GF8= II $ =@ II 1 II ~ Grm BQJ db RC D "''';:C''''' ci ... f "~ , ,~. ,'. '0 ''>~i:>,;. "'\,:,.:./\. CD SL ';-"<~~6. A.F.F. "I:" "\"!''''- 09J ~ =EfF "';'l> =EfF G S ., '. ~ ~db RC GQ] GF& ~ ~ GFe= [I] S 50A. qjp[I] it.., ......li,I'~ '-.t'j< ~'!'ij;,~ ~, '. " WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 1 08 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTEcnON AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. ~ J =@ AU: REC(:PT ACU:SIN ROOM SHAll. BE ARC FAULT TYPE ./.... ~ ~T ...............qp~h ..rrY]db~~ qp .................. .....mdb.. db ...db.... ..... ", > qp ............ . .....(1T'\ < .............. ............ ""'!Y '.""'" ',(,,,,,,;,.' '. ~~, :I'.:;,<\,: =@ ....... ... GF/WP .. """""""C"",^",,, ' ~"~"i\.' ':'~. ~:~~ 'l!;jl'1,.;.~ "I:-/i,,~. ",j." "'.'~;~'" '.'''''''-''''''''' 4\-"";t ""l"'l.:lt"It1,.. '''''i.~:~. 41'1!.i'~.~ . "~'lla;~ '~':~?~"'* ".fI\J!i"" '~" '1fl"i::~ " "\r,..",.. '~~"Ito.... co~'l:;J{""" '-";ri&. ....,.,", '1;;0 .~~ ~, ~~ '.. (,~:,:;..)/~.:/......./: ;' ~..,a,..,...(......:>~:;2?,..,~,..',._.....:,,::...}.. ..f,' ...#."',........:'...,:.......,r,......L. ."".'''''..'...,'.',.''' ~.......^:;:JV~/r..;f'?~Z#Z/f.e"il6r" --;7 ~,"'.""":~''''"'jI-' "'.... [~r~LnNC NG;INE:E:RING; -t- ROUP INC. IN1t-RNA110NI\L-_ PIDE' <1113> 936.0796 FLA. ST A TEo EB 110OOO7712 fAX' (813) 936m99 8840 N. FLlRlllA AVE, EMAIL' CEGl!TAIf'ABAY.RR.ClJot T Alf'A, FLlRIDA 33618 E.c. MANTHEl PE 1:DI09 CEGI C"",l'Ilsslon Nu"be,., 04-9U \4ee1 d ('1'Qt:~"(4 c,",t>, ~ 'jt1 ~ ,.. ~ PROJECT NO. 03540 "... F-:.-, '~'\~.,~ . --, r-, c-" , I ~ 1.01 "f ~, . 1..'1: PLAN NOTES (NOT ALL NOTES USED) OJ WASHER [gJ DRYER [II AIR-HANDLING UNIT o WATER HEATER [I] RANGE/W ARM I NG DRAWER ~ HOOD FAN [I] REFRIGERATOR [I] DISHWASHER ~ DI SPOSAL [}Q] SEE ARCHITECTURAL ELEVATION [ill ELECTRICAL PANEL (FLUSH) [ill MICROWAVE @] COMMUNICATIONS CABINET (FLUSH) ~ OVEN ~ MAKE CONNECTION TO ALL UNDERCOUNTER ~ LIGHTS (L1GHTOLlER OR EQUALj SEE ARCH. ELEVATIONS FOR LOCATION 13ill6~~6~I~t~~~ITCH WITH DIMMER AT [ill VERIFY RECPTACLE CLEARANCE FROM SLIDING DOOR DURING ROUGH-IN f18l MOUNT RECEPTACLE HORIZONTAL IN ~ BACKSPLASH UNIT "B" ELECTRICAL PLAN SCALE.. 1/4 H = 1 '_OH BPRC Submital: Date Plotted: January 10, 2005 Date Issued: Revisions: 03540 ~ SMOKE DETECTOR NOTE INTERCONNECT ALARM FUNCTION OF SMOKE DETECTORS AT AT ALL lOCATIONS WITHIN UNIT SUCH THAT ALL DETECTORS SHAli. ALARM IF SMOKE IS DETECTED AT ANY ALARM PER NFPA 72-11.5.12 (6) s trr'P~ 120V SEE POWER PLANS 4 lCeyplan SECOND FLOOR ~' --=--------- @ - jj I S I L_=~__ BQ] ~ ~ F ALL POWER SUPPUEO TO THIS flO()M $HALL BE PA:)TECTED WITH AN AFI TYPE BFEAJ<ER AT PANELBOARO 4 LV WALTON H. CHANCEY & ASSOCIATES ARCHlTECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fox 850-231-3553 Cf{5U-llNCA NCAINeeRINCA _+- ROUP INC. 1N1E!<:NAflONAL- .. SlIR FLA .!T~" a..WOPvl DlAD..1 CEGlTi\MPG\Y.RR.aII tV~ fiii\1iiA8ie B. IIEHZAD1 fIE f53636 CEIi1 CcNIsIIon ...... 04-911 THE RESIDENCES AT WINDWARD PASSAGE C 2003 THESE PlANS AR!: COPYRlGHlED AND AR!: SUBJECT TO COPYRIGHT PROTEClION AS AND "ARCIlllEC11JRAl WORK" IINDER SECl10N 102 Of !HE COPYRIGHT ACT. !?USO. AS AMENCED DECEIVeER, 1m At<<) KNOWN AS ARCHI1ECT\JRAl WORKS COPYRIGHT PROTEC1lON ACT OF '990 lHE PROTECTlON INClUOES BUT IS NOT UMITEO TO lIiE OVB!All. FORM AS WEll AS 1HE ARRANGEMENT AND COMPosmoN Of SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 o ~ PLAN NOTES (NOT Ali. NOTES USED) IT] WASHER [I} DRYER III AIR-HANDLlNG UNIT m WATER HEATER ill RANGENlARMING DRAWER [!] HOOD FAN ill REFRIGERATOR [!] DISHWASHER ~ DISPOSAL @]SEE ARCHITECTURAL ElEVATION [ill ELECTRICAL PANEL (FLUSH) @ MICROWAVE @]COMMUNICATIONS CABINET (FLUSH) @ OVEN MAKE CONNECTION TO ALL UNDEACOUNTER @] LIGHTS (L1GHTOLlER OR EOUAU . SEE ARCH. ELEVATIONS FOR LOCATION ~ 6~~~I~t1~ITCH WITH DIMMER AT G71 VERIFY RECPTACLE CLEARANCE FROM SLIDING l!!.J DOOR DURtNG ROUGH-IN f181 MOUNT RECEPTAClE HORIZONTAL IN ~ BACKSPLASH CTRICAL PLAN f'-O. ':0:'), PI.ANNI~.'l.:1- [VEl PMENT SVCS 1 ~p 8PRC SubmitaJ: Date Plotted: May 18, 2005 Date Issued: 03540 CONSTRUCTION DOCUMENTS 100% UNIT "B2t. ELECTRICAL PLAN ./ (Q '(J // l .. I);rl' Revisions: & Bldg Dept Comments May 18,2005 E-405 XREFS: A_FP3 A Units-2 A FPl A U nits-3 I Furn-2 I Furn-3 TTLB /,_FP2 EfTLB A-401-21 rcp ~ @ Ilz tt @ =@ BGF II $ II J ~ ~ =@ S S ~ ~F 'C ~ ALLAECEPT ACLESIN ROOM SHAtLBE ARC FAULT TYPE ,," cn.~O~ 36~\~.F.F. ", \ GF =@ I [ill a@] e- e= .......p@. .f'@ ~ JB F OJ @;, :.l6" A.F F'. ,<" - "~'~"_\." \. GJ..""'.~'.",J, "'~<" C7= 0 RC<\ 1 ~ 1 qp ~]qp.. //~. .... : S ~., qp~ [yJ@LVu qp db ", -', . . . - . . . . - . . . ...c:::::,. .............."..., ..' . --c;1 '". ",- ..' GF/WP . . ~db @ RC RC JB E qp .. ~" '~:'..t ~,.~:;.. ":'-,,, CL .',.~.., ":~:~>,. ~ D qp Q)[I] 00 GFe= ~ ~ GF& """""dfjITYj"" '---'~ "4I~~j,. B36" A.F 1fi~'~t"", K ll<_,~ ~:~ '~.:;::... f8l 1i:\;-;_,_ ~ '~~."l"" ~ '.""~",-, "',,,,,,,- . ~;;~'~~1'~ "\':'&,~-:~~ J e' ~.,,~.. "!!:~,\ LV @ $ ~ =EfF [iQ] ~ ~ ~ ALL RECEPTACLES IN ROOM SHALL BE ARC FAULT TYPE .) ~~ ~ D D~'''~~~ qp ."~~,, ;,~,"" ~~ "i"."~,, '""".b-,.. ....,~ """". '" l~l' zlll 4F ". ..."n.... . zll 50A. <lJP [~] GFl l "'''''$ G "~ PLAN NOTES (NOT ALL NOTES USED) OJ WASHER ~ DRYER [I] AIR-HANDLING UNIT o WATER HEATER [I] RANGE/WARMING DRAWER o HOOD FAN IT] REFRIGERATOR o DISHWASHER [I] DISPOSAL D:Q] SEE ARCHITECTURAL ELEVATION IT!] ELECTRICAL PANEL (FLUSH) @] MICROWAVE [ill COMMUNICATIONS CABINET (FLUSH) ~ OVEN MAKE CONNECTION TO ALL UNDERCOUNTER [ill LI GHTS (L1 GHTOLl ER OR EQUAL.) SEE ARCH. ELEVATIONS FOR LOCATION '161 THREE WAY SWITCH WITH DIMMER AT ~ OPPOSITE END r:;7l VERI FY RECPT ACLE CLEARANCE FROM SLI DI NG ~ DOOR DURI NG ROUGH-I N MOUNT RECEPTACLE HORIZONTAL IN ACKSPLASH '"", , ,-., ill:. "'\~"" ~ ~~'" "~~'" . , """',,:. :~.., -,- ~". -'> .~. II ELECTRICAL PLAN UNIT II CALE: 1/4W = 1'-OW BPRC Submital: Date Plotted: January 10, 2005 Date Issued: WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A Keyplan C~N5UL -rINCl N.. II NClINt::t::RI C; --T1I01I ROUP INC. IN11:-RNNIONI\L- -'t d "'4 L0:t:ft . . '''-',11 ~. . "t;~ iV. "';$;< !'<of ...... ~ ~ 1"1' Revisions: 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 PHIJlE' (813) 936.0796 FLA, ST A lEi EB 100oon12 FAX' (813) 936.0799 8840 N, FLlRlllA AVE. EMAIL' CEGlTAMPABAY,RR,ClJot TAIfIA. FLDRIDA 33618 E,C. MANTHEI PE IDD9 CEGI CClI'lI'Ilsslon NI.I'lD.'" 04-911 B (",~Ii:;::~~f<~~C~ {f;j<?~~2>>f:7;r;et @2003THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. SECOND FLOOR PROJECT NO. 03540 /Xx'XX:'XXXX';xXX >< xxXXXXXXX XxXXXXX'~ " ~ lU !I In < \!) ~ J ~~ I ~~- _---;; ~ I ~ · " ::- ,~ \: SL ~c~~ I ~~)~ < / ---=::::: ~~ 1," - SL AU. POW ~ IV I \..!. J = =~=-.:'AF1 : -@ ~i\\ = \ ~ TYPE AT PAN8.BOARD I \"':;;-r.? ~ = e ill · If ~~CI! @J ~ = ~ v GiB: F " K ~ ~ I 1,!Eii' rrnTrlI \ ti I~ = r -~ T ~ 6 I Q'"_.~ - (/' ,..., lPij,l-. ))lPR toVl ~ J~ ~,j/~ GF(..\'-" - l~ A ~ ~ ~""" ~ ------ to ~ \m\[~ p.f :. ~ ~ ~ rr I>:t> aD " < < < < ( (]) ~-.l l!.YJ{U ) \""7 1/--- tmi s~ $$/ ~ t ( T I (b .. 7 ,-~ ... """'" AC .....- ..... . RC ~ 1'---- S \) ~ ~ ~ <ID <ID r' AJ~~ ~ J~ ~ TQ; UL GP == IT "-' --;.= --r---l ::: ~.'IE,illP- [ill qJ aw'l (JJ) AU.. POWER SOPPUeo TO 1HIS ROOM SHAlL 8E PROTECTED WITH AN AFI lYPE BREAI<SR AT PANELBOARD & ~ I -1 h-- -- " < < < 1_- ~~ I ~~ - e JB F / t ( < < ~ ~ ~ t ' ,e> I {fig ~~( ~i F ~'r:I='\ ~ = BV GprJ: ~ ~ 17 IT T T r \. n CUo T SL G~ ---'1.1 I T T I T T r ,- -T I / SMOKE DETECTOR NOTE INTERCONNECT ALARM FUNCTION OF SMOKE DETECTORS AT AT AU. LOCATIONS WITHIN UNIT SUCH THAT Au.. DETECTORS SHALL ALARM IF SMOKE IS DETECTED AT ANY ALARM PER NFPA 72-11.5.12 (8) 120V SEE POWER PLANS 4 Keyplan B A A A A A B H SECOND - SIXTH FLOOR ""-----J WOJ ~'" -, ~ : IJ ~ :T I 1\ r~~~k , / ~iB~ ~ ~ c; ~ v ~~~:;: ITQ] II I n c~,~J T I I I j I :L L:_______ ___ \ c::: =- I '------- III III I -I db w TI db RC .....- ....1' RC G on A Ge: ~ri~ = ~ IP ~~ ~ - ~~JJ ~'([~ ~: [2]1 ~ l ~ I :o~' A. . ill 0., rJa;~~ ~ ..... .~ :~ '-- J ~ IT2J ~~ r. ~~ ~: @] ~ ~ I l~ ~ Q) ..- ~':.ja c-cso..o..., ~ Lj 12f14 G'"(]'- (~~5 GF(]) I~)(j) ~~<ID I T ,-- WALTON H. CHANCEY & ASSOCIATES ARCHITECTS PA 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, R. 32459 Phone 850-231-2057 Fax 850-231-3553 02003ll-1ESf PLANS ARe COPYRIGHIW ANDARE SU8.ECTTO COPYRIGHT PROlECTlON AS AND "ARCHlIECTURAL WORt::' UNDBl SECTiON 102 Of THE COPYRIGHT ACT. 17USO. AS AMEl<Deo DECEMBER II'l'O AND KNOWN AS A/lCHITECllJRAL WORt;! COPYRIGHT PRO'IEClION ACT OF 1 \190 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERA11. FORM AS WElL AS THE ARI1ANGEMENf AND COMPOSITiON OF SPACES AND ELEMENtS Of THE DESIGN. . -- " " " " T T T vxxxXXXXXX'XXX J'i!)I~ ~..~ . ~ \.@] ~b ;/ / -, fm iv ' ~ I I? -,. I? ""-- ~~ ~~== :T~___ PROTECTED WITH AN AFl _____ TYPE BFEAKER A PANELBOARD & L......- II- I @ F --= ~ ~ l€) - -r-J U ! ~~ ""l .7l~ \lJ,J "'-Hl v<: / / ~ '*' X~/WP \Ill .~ v ~ -- ! / / CL ------./ I I I I I I I J ~ <JI- F- F ~ ieV' IIL/~~I fS1 .._ aft"i ~ ~ ".. lLV Ll (, 1> ffYJ @ ~ 1:::"'":1... II VIC tl ) I (CV)GD 'l"'" L......- A ([ y~ D) D ([ J) IJ \~ <ID ( ) T ,I. .... ~~ --qr ~1 .(JB) LV <g\.-.-- F~ C]J #>> 0 i~ PLAN NOTES (NOT ALL NOTES USED) [IJ WASHER @] DRYER m AIR-HANDLING UNIT o WATER HEATER (IJ RANGE!WARMING DRAWER ill HOOD FAN ill AEFRIGERA TOR m DISHWASHER [!] DISPOSAL ~ SEE ARCHITECTURAL ELEVATION @] ELECTRICAL PANEL (FLUSH) @] MICROWAVE fill COMMUNICATIONS CABINET (FLUSH) [B] OVEN l<<l MAKE CONNECTION TO AU. UNDERCOUNTER ~ LIGHTS (UGHTOllER OR EQUAL) SEE ARCH. ELEVATIONS FOR LOCATION ~ 6~~,~t~~'TCH WITH DIMMER AT f171 VERIFY RECPTACLE CLEARANCE FROM SLIDING l..!!J DOOR DURING ROUGH-IN f181 MOUNT RECEPTACLE HORIZONTAL IN ~ BACKSPLASH [[J - -.. -I,. . &.," ./ ~ ...-=..... . 7L.. iC\ \\ _ ~ 'C//J If+ ~ lOw Ir^ X I X/VX ~fR><XXX>(> IK~ k:::--- --- - Iti ~ r ~ , T UNIT H. > leAL PLAN IUD ~5.Af@ '~;. = 1'-0* i I PlA~~ IDflf~J~__f! ~ , 0' ~TER I ----r [~r$~NU NulNeeRINcA -4- ROUP INC, INleRNAilONAl-. .Iil\~ F\.A.aTt~ DlAIU CEIiITNlPAMY.IlR.QJI TAIFiII. F1.IIUM 33618 ), IEHZADI PE 153636 CEGI CcwIlnIorIIUIIert 04-911 BPRC Submitol: Date Plotted: May 18, 2005 Date Issued: Revisions: & Bldg Dept Comments May 18, 2005 03540 CONSTRUCTION DOCUMENTS 100% UNIT "e" ELECTRICAL PLAN E-407 _J THE RESIDENCES AT WINDWARD PASSAGE PROJECT NO. 03540 XREFS: A_FP3 A Units-2 A FPI A U nits-3 I Fum-- 2 IJum-3 TILB A FP2 ETTLB A-401-21 rcp ~~ @ zll [}Q] m l GF~ [}Q] :@ J ~ @ ~ ALL RECEPT ACtESJN ..... ROOMSHALLBE . .. ARC FAULT TYPE [iQ]J ~ J t GFcp BV 1 ! .... .......... SL @ ALL RECEPTACLES-IN.... ROOM SHALL BE ARC FAULT TYPE "~ S ........'~\.......... A : .. -\e.-: _ " ......" .~ \~ ,.~~ "'''' qp . .........@ ~ ......................................... ..... .ij..qp ..... db~ 08] [I] 0 ~qp db qp qp .e GF !WP db db db ~ IIl1lz @ milz @) ~$ III qp db LV . P -:-.---:::~_._....- 00. .",lG......... .. .', '"'ct, ,. '): . - - I .! JAN 2 1 iOD5 ~ J l~VfhVtfliN:-..~.--J~ . . ... gLl~H~Xf~J1FPtl IIl1lz ~ a ~ ". .M..........> -w.. db [}Q] UL .t; GP ~ OJ i<".,.. =e.0 36 AF.F.lliJ [ill '36 AFF -r=r ., ~ ~"\......... r-GF ". ~'; @]' SL ~ ~ w [}Q] . ALL RECEPT ACLESIN . ROOM SHALL BE .. . ARC FAULT TYPE . JB ~ . F $ PLAN NOTES (NOT ALL NOTES USED) OJ WASHER [I] DRYER o AIR-HANDLING UNIT [I] WATER HEATER [I] RANGE/WARMING DRAWER II] HOOD FAN [2] REFRIGERATOR o DISHWASHER ~ DI SPOSAL ITQ] SEE ARCHITECTURAL ELEVATION [ill ELECTRICAL PANEL (FLUSH) [ill MICROWAVE [ill COMMUNICATIONS CABINET (FLUSH) [E] OVEN r:;;;] MAKE CONNECTION TO ALL UNDERCOUNTER ~ LIGHTS (L1GHTOLlER OR EQUAL) SEE ARCH. ELEVATIONS FOR LOCATION ~ 6~~6~I~tl~6'ITCH WITH DIMMER AT [ill VERIFY RECPTACLE CLEARANCE FROM SLIDING DOOR DURING ROUGH-IN r:j8l MOUNT RECEPTACLE HORIZONTAL IN ~ BACKSPLASH =EfF G .,.' '..... :zll ' .' '. .. ..@ .:....':@)> . 'A1"\. ..... ...ii.. '*' ..ZII qp ~ ~ "-', , 1!t-.,.",., '~:>::'.; '-.-. ....,'t,~~"'!~~;~ . "i:~"''1:\;<;'l<:'';h-- "('-;.,~,~:&". '. l-t~tt"" 'i'\>". "'1..",.. ~'1:''t-~ '"--"."",,:,,;~,,~;-- :..:_;~, "" ..,~- il;'''<l> ''$~It~ "'",,-- '~"'ll,' ~\~~ "".~ ~\ UNIT "C" ELECTRICAL PLAN '!i~it;l:.,~ SCALE: 1/4. = 1'-0. ~ ~ BPRC Submital: Date Plotted: January 10, 2005 Date Issued: Revisions: [~N5UC m~ NC;IN[:[:~INCi _.:J.... II ROUP INC IN1t:'RNA-rIONAL-_ PHDt'lE) (813) 936.0796 FLA. STAlEl EB #00007712 FAX. (813) 936.0799 8840 No FLlRIDA AVE. EMAIL. CElil!TAMPABAY RR.CllM TAMPA. FLlIRlDA 33618 E.c. MANTHEI PE 130009 CEGI COI'I'Ilsslon NUl'lbl!r' 04-911 Keyplan 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A -<:t.esi d <*Q . "" l-" <:... ,,~ ,- '":~~ It;/ --8:- ,.c: ~. W t"f' 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 A A A A A B H (':j)/~;~.:~~tt:,iM<~ {[J,<~:2j<f:~?e E-4 SECOND - SIXTH FLOOR @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 KXXXXX" ~~ ~ ~:. ~ I A~ l I.~ \:v ~ o ~ C~~e LV J (j) BL C()J~ l -, o ~ ,.,........ y c::;"l ~~ ~:b I~ * ~ SMOKE DETECTOR NOTE INTERCONNECT ALARM FUNCTION OF SMOKE DETECTORS AT AT ALL LOCATIONS WITHIN UNIT SUCH THAT Au.. DETECTORS SHALL ALARM IF SMOKE IS DETECTED AT ANY ALARM PER NFPA 72-11.5.12 (B) 120V SEE POWER PlANS 4 - Keyplan Fitu1h ~~ (--@/ I :::: ~ d .}+:~ ~""- th1~ ~v a - c@U~ r-- ~ ...... ./'c' ./ r (LV I -- .,- BL B A A A A A B H .,- ...... I - . <ID SIll ______n____ ~ ~/WP (~\O~ \~\ ~ SECOND - SIXTH FLOOR , LV LV ~ <lD /1 JI. I II @] ~ l j)[Ij (~~ = ~~ V. ~ ~~ @ .I ~~ [ill @] @] [ill! (Ul) ~~ GF8 f2l m ,.i ~ ..3... <)\'GF 3Er AF F. 36' AF. . /' t11t\30)l 111"\ AlL POWER S\"lpGIlcn TO THIS ROOM SHALl. BE ~ PROTECTED WITH AN AFt /" , TYPE BREAKER AT PANELBOAPD "" ,>, ill e ~.- ~~~i!OQO. I~~ C(l~.J ~~I ;xxx . ~,rxxx >(} . - dD <1b ~ dD RC ....1., ..- RC ~ A . $$0 ~~r- er---- (ll~Q)I~ = ill ~~~~ ~ ~ ((~~-~ ) = ~-- ~ P '-"GF u8A) ~ NIl \f ~GF~ I I I l J ~it J'''~ Jill e~ -~ ___ -----'i ~ Ji'e" "~":' , @ \_~ ([ ([ JB D J) J) . LJ --= =-- " .:u' S v ~"\ =-~) ~/ / r. = -::-:. ~ - WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 M 1785 5365 E Cty Hwy 3O-A Suite 108 Seagrove Beach, Fl 32459 Phone 850-231-2057 Fax 850-231-3553 o ~ THESE PLANS ARE COI'YRlGHIEO AND AIlE SUBJECfTO COPYRIG!iI PRou;cnoN I>S AND "ARCHIlECllJRAl WORK" \/NDERSECllON 102 OF lliECOPYRlGHT ACT. IMO. AS AMENDED DECEIVlIER, 1990 AND KNOWN AS ARCHrrcc1URA~ WORJ(S COPYRIGHJP1lOTOCllON ACT Of lWOTHE PROTECTION INC~UOO BUT IS NOT ~IMllEDTOttlEOVERALI. FORM I>S WaLAS 'HE ARRANGEMENr AND COMPOSiTION Of SPACES AND ELEMENTS OF THE DESIGN. II I I $$ - J ~- ~I " '~ CL ~ €~ Ix>~ /" . ~~~ ~/" r- ~~r--- ~n - . ~ Q\ II III II:=U ~ . ~\g II /f~~~ [~ 'EF' = i~ D\\/EF\ ~ "'"'::_ b~ 2 r. -- J >j<!\ 1 J - ~\ 1 I - + _ '---J - J" "-J '----! = C = - - - 0", -- 0 - - = I I I <1D ...... ...,- RC /-- I ...--. II o ro.!:: . ~ (", ~ / ~ r~L 1// _c X ~X X X X I'---~~- Y Un. __~ .~ X V --4 >(XX/ CHr5U-llNt:A NCiINf;fRINCi _+- ROUP INC. INreRNA110NAt..- .. Ii \tiI FlAiA" ~ EIWL, CEGtT.wAlAY.RR.CIII TAMPA. FllIUDA 33618 ). IEHZW PE 153636 CEGl l:cIMalon ...... 04-911 HI/" ^^ ^^^^^ (', II <b R ~ JB 5~ ~Qp~ S 9;. t:::\ X lre= ~ 0 X X ~ X y ct' X X ~ 'I [J ~ AU.. POWER SIJ "PlIED TO J X JT\1 ~:W~':AF1 I f X l.!..!I TYPE AT PANELSO~ X e& /./ Y ~x ~y CSx X "3) X XXXXX>5 .~^ X X X X X :6 w~~ I db @]:' ....,- ....- RC <JD ~ ~ "" SL k )< XXXXX xX>(XX,t" at] L .1. ~ ~I' L 'X X ~ I I l db ~ "7 THE RESIDENCES AT WINDWARD PASSAGE PROJECT NO. 03540 PLAN NOTES (NOT ALL NOTES USED) ill WASHER [II DRYER m AIR-HANDLlNG UNIT o WATER HEATER lIJ RANGE/OVEN III HOOD FAN m REFRIGERATOR [!] DISHWASHER 00 DISPOSAL ~ SEE ARCHITECTURAL ELEVATION @] ELECTRICAL PANEL (FLUSH) f121 OVERHEAD MICROWAVE. LOCATE RECEPTACLE I2:J PER MANUFACTURER DIAGRAM [ill COMMUNICATIONS CABINET (FLUSH) ~ NOT USED r.;;;-J MAKE CONNECTION TO AU. UNDERCOUNTER ~ UGHTS (L1GHTOLlER OR EOUAU SEE ARCH. ELEVATIONS FOR LOCATION ~6~~J'*'t~~ITCH WITH DIMMER AT f171 VERIFY RECPTACLE CLEARANCE FROM SLIDING l.!!J DOOR DURING ROUGH-IN r:j81 MOUNT RECEPTACLE HORIZONTAL IN ~ BACKSPlASH UNIT 11011 ELECTRICAL PLAN . //,1' "'lr"~'''-'''''''' --.,/ j BPRC sUbmita!:'--~~-:"~~Q.4~~~1 ls CSI 03540 - - Date Plotted: May 18, 2005 CONSTRUCTION DOCUMENTS Dote Issued: 100% Revisions: UNIT "0" ELECTRICAL PLAN ffi Bldg Dept Comments May 18, 2005 E-409 / 9'l '{ ~ 61,~/~ XREFS: A.JP3 A Units-2 A FPI A Units-3 I Fum- 2 IJum-3 TTLB A FP2 EillB A--;01-21 rcp uuuffYj@ 'GENV-P .....& =@ III [)@~ ~ =@ qp u .... yqP.. 3 ~F/WP Keyplan A A A A A B H SECOND - SIXTH FLOOR db JB D o qp ~~ f db ~ [IJ OJ GFe= ~ db RC RC D qp 00 GF @ ITQJ [I] @ ~6. AFF~ ~ f'I'f12l GF8= ~ ~ [IgJ ffiJ ~.........~1t.'r . .' . . . 50A. :L $ GF qJp [I] U~llr ....... ....... . (It qp "',. '" , " " ,., -"",. it".. '11~. ..~~~-lIi .. . .// ......... , ...' . .'. -,--' -", . ". . /.i)~~'1';~~\\ ....//) ". .," ___H,d . _ -", ......- .,' ... . - .. ". ..uuuqpu.u.u.u ....... ..u.u .'. .....:.......... ~, " ,... '"",,- --.., .~ ..... '""'",", "', " ~ " ~, ..~ 36" AFF. 36" A.F.F. qJp30A. qp : -(::.: Cf) II ALL RECEPTACLES IN ROOM SHALL BE ARC FAULT TYPE @ SL WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach. FL 32459 Phone 850-231--2057 Fax 850-231-3553 @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION A5 AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. A5 AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM A5 WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, db RC RC GF 8= SL C?tN5UL- llNCi NCiINl:--L-RINCi -~ ROUP INC. IN11:::RNA-rIONAL- PHlIt€. (813) 936.0796 FLA. ST A rEo ED 1I0000nl2 FAX. (1113> 936.0799 8840 N. FLlIRIDA AVE. EMAIL.CEliI!TAIf.ABAYRR.Cl)4 TAMPA. FLlIRIDA 33618 E.C, MANTHEI PE 130009 CElil CDI'I'Ilsslan NINer' 04-9U db qp @ SL G~P RC =@ ~ -e db ~s JB o ~ $ I@ db ALL RECEPTACLES IN ROOM SHALL BE ARC FAULT TYPE "'....1",.... .~tSi.deh j,""'- .; 't"> <4 It, ('~ l;, .f.~. ..... "l"~ - t+ PLAN NOTES (NOT ALL NOTES USED) OJ WASHER [I] DRYER @] AIR-HANDLING UNIT o WATER HEATER ~ RANGE/OVEN ~ HOOD FAN [I] REFRIGERATOR ~ DISHWASHER !IJ DISPOSAL @] SEE ARCHITECTURAL ELEVATION [IT! ELECTRICAL PANEL (FLUSH) r:j2l OVERHEAD MICROWAVE, LOCATE RECEPTACLE L!.=.J PER MANUFACTURER DIAGRAM @] COMMUNICATIONS CABINET (FLUSH) ~ NOT USED r:;c] MAKE CONNECTION TO ALL UNDERCOUNTER ~ LIGHTS (L1GHTOLlER OR EQUAL.) SEE ARCH. ELEVATIONS FOR LOCATION '161 THREE WAY SWITCH WITH DIMMER AT ~ OPPOSITE END [ill VERIFY RECPTACLE CLEARANCE FROM SLIDING DOOR DURING ROUGH-IN r:;B1 MOUNT RECEPTACLE HORI ZONT AL IN ~ BACKS PLASH IT "D" ELECTRICAL PLAN SCALE: 1/4. = 1'-0. BPRC Submital: Date Plotted: January 10, 2005 Date Issued: TION DOCUMENTS 00% Revisions: UNIT "D" ("" ..~:.. '(;. / . ../.-..-.-"'..- . /5:~.. .~)>;,f~" ,..' ..;>. .,.0;. . ... ..' rG... '. ~..'- ...... ~#t-(;U~.tCI'?tcl! i~:.W'- CI'*-*,;;'-(;~<'f;'1(j PROJECT NO. 03540 . 1/ X )< x [I /'^' ffVt~ _ (Y~ 9 GF/WP<ID )- V.>--$ g -'" -1 xXXXF ,I. '.- ~^ v~.< . ~\ ( ( l ~ 0)) '~~ - ~/ " x x x" X y ->Cl t'\lb- ~ tI.~ ~~ --"-- II '-'!L) -; ~ I ~ I J I 8M @ 1 J A~ I CL I J(1 Il~ I I ~'~ I liEF / : : ", \:if t::il_ ::71 1/ _ ~ ~ ::'J /-, ~ <11> ~ '/ (fL. ~F -aUsql..- ,r- ~ . tl" r-~----\ cjQtr rr--~-I V ~ :1-"_ \LJ,-/{jB ~F '- ~/ ~ :e ~A ~11 ;GF rr) It" "0 ~ t l\:1r ~I"-' ~ L ~ ~I\o @I - 15 ; if~FJ..s UL @l1[ 0: ~r).~ @ ~ tS rIl:~ =l:fB~ ~ I 11~ ~L i GF - 3 AF~ 3f: ~ ~ JB UIJ .. ~ I I ~ D (0 ~ Q)_~ ~ :e ~ ~~ ,~~ -----<j. uPA- 00 B ~ AU.. POWER SUPPUED TO THIS ROOM SHAlL BE PROTECTED WITH AN AFI TYPE BREAI<EA AT PANElSOARD & // ~ X X X / PJ-' ~ A<JI) lE]~ ~ '--. J b 'f\~ 1'7 lU:/ S ~ \\-. ~ ""--" """ ~ /. / - LV ~ ~1. . )~ ..Aj -'- :..L IT.J/ /'/ - ~ ~ ... -,- f''\;:( /j~ -----.::::::::: ~ r' (t;I7 . Ut:] ~ J --- ~ , L~ V 1 @~ '7 ~ GFIWF F . I S S <lD A '--@ ., LV /S"\. .... ~c ~C J) ~ ~ ~ #- .1_ 'Lv :x I@ .,- (] ~AI V In> >< II VI( III -'-II iXXXXX >(/ I I I .. 1?-' ... -,. _Iou -,~' RC a (D <ID I I I I I --.L I , I I I " " L_ / SMa<E DETECTOR NOTE "\ INTERX>NNECT ALARM FUNCTION OF SMOKE DETECTORS AT AT ALL LOCATIONS WITHIN UNIT SUCH THAT All DETECTORS SHALL ALARM IF SMOKE IS DETECTED AT ANY ALARM PER NFPA 72-11.5.12 (6) 120V SEE POWER PlANS 4 Keyplan 02l1031HESE f'W'lS ARf COPYR1GHIro AND ARE SUBJECT TO COP'IRIGHT PROTECTION AS AND "ARCH~RAL WOR~ UNDER SIlC110N 102 Of' tHE COPYRIGHT Ace. I7USO. AS AMB-lOEO 0ECEW6Ell. 1990 AND KNOWN AS ARCHna::nJRAL WORKS COPYRIGHT PRO'IECl1ON ACTOF 1990 1l-E PROTECnON INClUDES BUT IS NOT UMIlED TO tHE OVERALl FORM AS WB.L AS !HE ARRANGEMENT AND COMPOSIlION OF SPACes AND ElEMENTS OF THE DESIGN. WALTON H. CHANCEY & ASSOCIATES ARCHITECTS PA 1860 Repubnca de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A Suite 108 Seagrove Beach, A. 32459 Phone 850-231-2057 Fax 850-231-3553 SECOND FLOOR ITQJ . ~~ a~F .,.. . LJI RC ~a r lI:.!. I I I ,n e ~ ~ ~ ,V LoU S, ~ ~ ~ ~ N'XXXX MO ~ )\ X L1.XX X RO~ ~ au R fflWP fx~ XX 9) ~ N~ S ALL POWER SUPPUEDTO THIS ROOM SHALL BE .oil "- PROTECTED WITH AN AFt 1= ~ ) TYPE BREAKER AT PANElBOAAD ....... ~\ - ~ ~ ~~ f (~ ~ - n ... W1~ 0<:/ J s,~ f- RC ~4 I I I IQ, @ J ID<J ------= .~- .... II <II) . ..I... RC _I.~ RC ,-- .,.- RC (]I) (]I) r1 [~~n~~ NcAINet::RINc::i _of!-- ROIP INC. IN'reRNA1l0NAL.. .1 If) \U\\ FlA iA'\~ OWIJ OOiITMlPABAYM.CIIl TMPA, 33618 II. IEHZAJ)[ PE 153636 CEGI CaNIIssIoIl NutlbIrt IJ.HU <It> XXI I AU. POWER SUPPLIED TO THIS AC>OM SHAU. BE ProTECTED WITH AN AFt TYPE PANELBOAAD II L~ y ~~ y ~~ x x W IX IX f IX X ~ ~ x . X ~~ - F 'Q} b i I . (~I' .~- - I I " (~ ~l II --L \J ~ v (jQ] ~ ( - ~ ~ B\ Q ~ GV'-)j III I II III 1III I I II I J I I III <fl) I ~ ~ isl in; / x.. ~y .. Q -- xx Vv^'x1 ) I PLAN NOTES (NOT ALL NOTES USED) OJ WASHER m DRYER ill AIR-HANDLING UNiT o WATER HEATER IIJ RANGE/OVEN ill HOOD FAN m REFRIGERATOR [!] DISHWASHER [!} DISPOSAL @] SEE ARCHlTECTURAL ELEVATION [ill ELECTRICAL PANEL (FLUSH) f12l OVERHEAD MICROWAVE, LOCATE RECEPTACLE ~ PER MANUFACTURER DIAGRAM @]COMMUNICATIONS CABINET (FLUSH) fEJ NOT USED r:;r) MAKE CONNECTION TO ALL UNOEACOUNTER ~ LIGHTS (L1GHTOLJER OR EaUAU SEE ARCH. ELEVATIONS FOR LOCATION ~ ~~IW~~~ITCH WITH DIMMER AT . @] VERIFY RECPTACLE ClEARANCE FROM SLIDING DOOR DURING ROUGH-IN f181 ~UNT RECEPTACLE HORIZONTAL IN ~ BACKSPLASH f Vv^': UNIT IIEII ELECTRICAL PLAN SCALE: 1/4" = ,'-O"c......_... , ..~.....1'..1lff I]~ ," /~ \J . ., . v ~ i ,II ". 7 ! ", ,.. ,"'..: '-':': "'nnl7:: . --. I :i /....;tJ,) r . ., i.... "'I. ...M::.1>:....;;,-..--. BPRC Submital: ...~~.~~~:= --2'YSJA' ~~ ~fS, 03540 Hi Date Plotted: May 18, 2005 - ..-..:... CONSTRUCTION DOCUMENTS Date Issued: 100% Revisions: UNIT "E" ELECTRICAL PLAN ffi Bldg Dept Comments May 18, 2005 E-41 1 .- THE RESIDENCES AT WINDWARD PASSAGE PROJECT NO. 03540 XREFS: A FP3 A Units-2 A Units-3 I Fum- 2 I Fum-3 TTLB A FP2 E'TLB A-401-21 rcp 891 GF/Wrl.".".,.J r....... \ .............-......-....-.-.,...y...,...-.-...,.,..-.-.-.... ,. u~w;tK " .. L!.~L~ .. .~ ~ ... , wwwJ SL ,/'/ ..~.::::::::::...... '" ALL RECEPTACLES IN ROOM SHALL BE ARC FAULT TYPE @ <: ,-' mhhJr ALL RECEPTACLES IN ROOM SHALL BE ARC FAULT TYPE /// SL hhI'h ~~~6~'~ dt@] . . . .m...__....'... 1~1{,---I. 11 ~ .~OA. 13 11 GF: E@ ,. ... 2 "36" AFH. GQJ . [I] h'[I~~m hht~hhmhh ~ m.~ ~ ~ AF'm 36 AFF. . . h. GQJ 'm r .........,..~ , r t '., ~ .,[I] :"~ ..' GF/WP 'W9l?hhY ....~ ~"" ~ ~: ~ [1Q] ~6 l.t9 ~Gfu 'hdb ~ RC "'" '~~"" '. ';"', ....~....."~. 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ELEVATIONS FOR LOCATION f16l THREE WAY SWITCH WITH DIMMER AT ~ OPPOSITE END [ill VERIFY RECPTACLE CLEARANCE FROM SLIDING DOOR DURI NG ROUGH-I N f181 MOUNT RECEPTACLE HORIZONTAL IN ~ BACKS PLASH "' ~""'... ~. ". '. ':""'< 1"-'" " ," . ' '" "".. "', ',,- .",'....." ....., '" .. \,,' ~', "j"-' .......'~ SCALE: 1/4. = 1'-0. UNIT "E" ELECTRICAL PLAN '""., ~. " 'j"l ....". Keyplan A A A A A B H SECOND FLOOR WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32-459 Phone 850-231-2057 Fax 850-231-3553 @2003 THESE PLANS ARE COPYRIGHTED AHD ARE SUBJECT TO COPYRIGKT PROTECTlOH AS AND "ARCHITECT\JRAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlOH ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS waL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. (~;.?): ~'$ /.-","M-...,.;:,;>"'....) .' ,'" / rr", 'm.J ,......../ . . .,./'i. ~"';;i"':!'''''';t..#'''-,'j#'.#,1 ,-",..::::!/c _,"''''L.r.......--......rr.'.''''~ ~:,_, ,'<<:'1f!::,''''''''Ar,:..;, 1r:::.~'" ,:,.~"..7' ...........7 ~;:.~:.~.:A1"'.'#,~...:f":...,~:~ ''f':-..:- '. . .,'. [~N5UC11NU II Nc;INL-I::-RINc; ..-",.-. ROUP INC. I N11::::RNA-r1ONAL- _ PHlIhE. (813) 936.D796 FLA. STATEo EB 100007712 FAX. (813) 936.0799 9840 No FLlIRIDA AVE. EMAIL. CElilTAMPABAY RR,Cl)l TAMPA. FLlIRIDA 33618 E.c. MANTHEI PE 1130009 CEliI COI'I'Ilsslon NUI'lbl!r' 04-911 z.;e'.Sl d €"l) 'G'>O , ')-.' (> .",... ~.~ ~ '# ~ ~ PROJECT NO. 03540 ...~. . BPRC Submital: Date Plotted: Date Issued: 03540 Revisions: ~ ~ '-~, , I I I I I I 1 I I L @] AU.. POWER SUPPLIED TO THIS ROOM SHAll.. BE FW>TECTEO WITH AN AF1 TYPE BREAKER AT PANELBOAAD '4 I I I I ~ JB F SMOKE DETECTOR NOTE EJ \'" ~ o INTERCONNECT ALARM FUNCTION OF SMOKE DETECTORS AT AT ALL LOCATIONS WITHIN UNIT SUCH THAT ALL DETECTORS SHALL ALARM IF SMOKE IS DETECTED AT ANY ALARM PER NFPA 72-11.5.12 (8) (rVP) 120V SEE POWER PLANS THIRD-SIXTH FLOOR 4 Keyplan [@ GF [II @) zll AU. SUPPLIED TO THIS ROC:lM SHAlL BE PROTECTED WITH AN AFI V "TYPE BREAKER AT PMElBOAAD 4 (^~ [* H PROJECT NO. 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A C~N5LL 1lNC1 Nc:iINf;eRINu -+- ROlf' INC, IN1"eRNAll0Nf'i. THE RESIDENCES AT 1860 Republica de Cuba Tampa, Rorida 33605 Phone 813-248-9258 Fox 813-247-3507 AA1785 5365 E Cty Hwy 3(}.A, SUite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fox 850-231-3553 ~.~ FlAiA"~ EIWlJ CEGlTAII'AMYJlR.(DI TAII'A. FI.IIIIDA 33618 B. Jl'H2ADI PE ~ CEm CcMaIan /UIlIerl 04-911 WINDWARD PASSAGE / rI2 ~l D ~\ 11 . 020D31HESE PlANS ARl! COPYRIGHIa:)ANOARl!SUllJECrro COPYRIGHT PROTECllON ASANO "ARCHlIEC!URAl \IIORIC" UNDER SECTION IIlZ Of IHE coPYllIGHT ACT, 17USO. AS AMENDED oecEMBER, 11'1'0 AND KNOWN AS ARCHlI!C1\JRAl WORKS COPYRIGHT PROTECTION ACT OF , 990 '!HE PROTI!CT1ON lNClUDl!S BUT IS NOT UMlTEO TO THE OYBlAllI'ORM AS WEU AS lI-IE ARRANGEMENT AND COMPOSlTlON OF SPACI$ AND ElEMENTS Of THE DESIGN. PLAN NOTES (NOT ALL NOTES USED) IT] WASHER m DRYER [}] AIR-HANDLlNG UNIT ill WAfER HEATER I1J RANGE/WARMER lIJ HOOD FAN II] REFRIGERATOR [[I DISHWASHER III DISPOSAL @JSEE ARCHITECTURAL ELEVATION [ill ELECTRICAL PANEL (FLUSH) @] MICOOWAVE @} COMMUNICATIONS CABINET (FLUSH) lEI OVEN f.ii:l MAKE CONNECTION TO All UNDERCOUNTER ~ UGHTS (UGHTOlIER OR EQUAL) SEE ARCH. ELEVATIONS FOR LOCATION ~ b~~I~tl~ITCH WITH DIMMER AT r.ijl VERIFY RECPTACLE CLEARANCE FROM SLIDING ~ DOOR DURING ROUGH-IN ~ ~~~p~~~PTACLE HORIZONTAL IN ~ MOUNT RECEPTACLE (GFI TYPE) ON SIDE WALL OF SINK AREA UNIT "FIt ELECTRICAL PLAN SCALE: m" - '- i! I~~ I; ,11 ,~ 'l ' '--....--.- 8PRC Submital: Date Plotted: May 18, .2005 Date Issued: 03540 CONSTRUCTION DOCUMENTS 100% UNIT "F" ELECTRICAL PLAN Revisions: & Bldg Dept Comments May 18, 2005 E-41 3 XREFS: ^--..FP3 A Units-2 A FPI A Units-3 I Furn--2 I Furn--3 TTLB AH2 ErTLB A-401-21 rcp f~UU~UU'N~NUUUUUUUNU' rWW.NW ,. Lc rc, :i.......... .... f~ t....... ~ ... <" --------~ N(J5d5 [BJIill ~~~9 UU~ ~ ................................................................ ~' GFi. . ij ) wWI Tsr/lK....N -tW o 0 wmw,uwdimw, LU.W~..'......U'NUU'/..'....,,,..,....U.WUUU..U..U..U..U.W.N.....................,................,. ..............................;. ...... ......... ," t.'/.mf [!2J ~ '~ .~ .... ~ Q) [~J ................... . (I)GF [2] UUdYdd5 I~w,QQw .~ ........~~ ALL RECEPTACLES IN ROOM SHALL BE ARC FAULT TYPE GFm ,...- / / @ . .GID ~ ~30A 0 . . 36" AR.F. JB F JB S ............. ".. . " ." ....... JB F ~ 'GF. i ~ . '~ GFg. 36" AF.F! i ......RC : ,: ': . , '. . , '. . '. . , '. . . . . , '. : ~ ~. w~~ . . . . . , . . , . . , . . , . . , . . ," .. 0" n u..~ L.n.// _....._. . . . . wuwwdDw ' .. , .......................................................,..,........~................ .,j -ffl: ,u__. RC uuuuuuuuuuuuQQu . @ :..........: ;: ': . ..cn5 .~.~~.~uu ALL RECEPTACLES IN ROOM SHALL BE ARC FAULT TYPE ..' .' " BL ". ... qp . ................................................. ~ ..................................at5.N.. . PLAN NOTES (NOT ALL NOTES USED) ~ OJ WASHER II] DRYER [I] AIR-HANDLING UNIT m WATER HEATER m RANGE/WARMER [II HOOD FAN [I] REFRIGERATOR I1J DISHWASHER ~ DISPOSAL [}Q] SEE ARCHITECTURAL ELEVATION [TI] ELECTRICAL PANEL (FLUSH) [g] MICROWAVE @] COMMUNICATIONS CABINET (FLUSH) ~ OVEN MAKE CONNECTION TO ALL UNDERCOUNTER @] LIGHTS (L1GHTOLlER OR EQUAL) SEE ARCH. ELEVATIONS FOR LOCATION r:j6l THREE WAY SWITCH WITH DIMMER AT ~ OPPOSITE END f17l VERI FY RECPT ACLE CLEARANCE FROM SLI DI NG ~ DOOR DURING ROUGH-IN f18l MOUNT RECEPTACLE HORIZONTAL IN ~ BACKSPLASH ~ MOUNT RECEPTACLE (GFI TYPE) ON SIDE WALL OF SINK AREA ~ JB F ~~GF ....... ............ . . . . . . eJl~r ALL RECEPTACLES IN ROOM SHALL BE ARC FAULT TYPE WN@ ~ @ . GF mHm~"HH .H.... ~L .........--.-........--.-.--.-.--.---.-............. ..:: "F" ELECTRICAL PLAN Keyplan .................:..\:.:.:.:.~........r ... ~mmm L> THIRD-SIXTH FLOOR WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A [~N5UC llN,.' NCiINITtzlNc; _+_ ROUP INC IN-rt'RNA-rION/'L._ PHDNE, (813) 936.0796 FLA, STAm EB toOOO,fv12 FAX' (81.3) 936.0799 8840 N. FLlRIDA , EMAILI CEGITAMPABAY,IlR.C1J4 TAMPA. FLDRIDA 33618 E,C, MANTHEI PE 1I300D9 CEGI C.x.1'lIss1on NlM'ID.~1 04-911 BPRC Submital: Date Plotted: January 10, 2005 Date Issued: Revisions: E-41 CONSTRUCT N DOCUMENTS 1 % . es.1dt0.t'} Z-'2.: " '. 0t;~s, t"'f '" ~ .. ~ ~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 (V';>'l,I;(/VN~ .j f...r..,.;'=j2?.,~. ~~;. ff. '~.':'.<.,z e ^UH'4P://<#Z(;.u!'t':~c~#ct:~. .7 .~.. - %7 @2oo3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 BL @ ~) - ~ ~rY- ~ "' ~ >(=e RC >( GF!WP fI\,...~ T _It >( ;::l3' ,7 T~XX~F: ~ @] [/ = B'" \:, /EF\~DJ \..RC; IEj0 - AlL POWER SU'PLJEDTO /<. nA / \2J~ GI=~~' ~l~ ~g=-~AFI ~ ~ ~ ,.. ~ TYPE SREAI<ER AT PANELBOARD / BV fL.. \\ BV " ~/ //~~ ~. ill =e r t-ffS1 3 "~ : ....' . l ~...~ I..l-J ',~ _ _ _ J ~ 1 ~ ~F fe0.WSV)j _ ~\-W-'^ CL . ~ ~'-::: l :sr:::r ~) 9 "'~y(~ A~ . I - I j. I I III I I I I I I I I I =rI'/ i r ClD db ~ -A ~ BL ... ".. //)()( x: / / / / / / / / / / / / / / / '-/ GF/WP <ID ~ W// 'x 0 T1f ~~ .:@ ~ BL ALL POWER SUPPUB> TO 1ltIS ROOM SHALL BE PROTECTED WITH AN AFt TYPE BREAKER AT PANELSOARO l~ JB F F JB -@ e .r-.. ~ ci ::; ~ ~~ LV o.~ GF/$ :;1e ~ BL ::) . [5._ l>< t>< IXXXYX x/ <l}) III I,^ rx rx >< t><e t>< - >0 , ~ ~ . LV\ -.. -.' LV RC ------------ B ~I NL41 ~ '@r~ -- I I LV I I JB LV I I F 1 I JB . I I I I j ~~ I I I I .., I I r .... I I I I . @) I I 7 "- zll @) --J I I Q 4) <1D~ . ~) I I ~) CD I I I I I V I I I I I I SMOKE DETECTOR NOTE '\ INTERCONNECT ALARM FUNCT10N OF SMOKE DETECTORS AT AT ALL LOCATIONS WITHIN UN1T SUCH THAT AU. DETECTORS SHALL ALARM IF SMOKE IS DETECTED AT ANY ALARM PER NFPA 72-11.5.12 (B) 120V SEE POWER PlANS 4 I(eyplan THIRD-SiXTH FLOOR r:jQl (0("'\ SL ~ ~~ --= [ J L7 I'.:~ h;''}if ,.:\\~ """ rE'I ~V~BV 11'\"'1 ~N 1 I n ;;;;7 T ~ "'" l ~ "ITa I I I I I I I I I I I I I [I I 1 I I ] I I I I I I db rr -~ ,,/)< XXX ^ -. '(XXI ~j ~ --------.-----AK------------ I /--1 I J. \JI) 'i ~ XX> - :[g "..e BL I AU.. POWER SUPPlIED TO THIS ROOM SHAlL BE PROTECTED WITH AN AFI TYPE SREAJ<eR AT PANELBOAFI> & - JB F p JB F p = l._ r;:;-... ~ f- . ---,:e "'-' ,~ / p I I I 1 I CL r s SK:l = Q ~ ii'Jl ~\ JA ~ \I) ~ ~ ./ .r _ ,'-r ~ ...1. -,' ... -.,p RC _I. .t' RC -,- Re ~ / ~ i I lIT ===]I ~ RC e 'LI~~ ~ !. ~ ~ RC 1 I I I I I @ 1~~\E '/ / --------- ------- ~XX. CIP E ~;1 ClD y ~:.. ~ o~~ ~ ~~.. (J)GF I ---, I r:7l c 36" AF J L!.J : @ "---~ I, :~ I : e IGF !~ !~ I !~ , ~~JW Q .- c;~ RC @ ~ ~:.;.;-' L I [ IIII t:!-. @]OJ] <lb~F - Ie JB GF I w [Q)-=- L_-=- t:t@---[I] -L: 0 [I2] J I J PI~ . @] GF <J) $---.-I v'\7x1 I" I I ~ m::& o A ~~ -;6'1- _~ I [ill ~ ~ ~ 5E - - --GF. - - - 't )'(1) /' RlS/ H r I ^ 36"!A X dO: IX ---I. IX ~ 6" ~,F .FI~ ~ @] cD ~o~~ x I ~I t X ... ...(j)GF - - - ... G ..._(j)GFJ. . ~ I 1 ~I ji' ) (JD B .. II II rT'r '- WALTON H. CHANCEY & ASSOCIATES ARCHITECTS PA IG"~~~~~INU -- ~ J L~oup INC, IN"l'eRNA1l0NAL- ~ I!> ~ FlA.iA~ ~m! DlAIL' CEGt1'MI'AMYRR.C114 TMPIt, FUIUDA 33618 B. IEHZADI fIE 153636 CEG1 ColMsIon IUtlerl 04-911 THE RESIDENCES AT 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fox 813-247-3507 AA1785 5365 E Cty Hwy 3()..A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 2OO:ITHESE PlANS ARE COPYRIGHlED AND ARE SUBJECT TO COPYRIGHT PROlEClION AS AND "ARCHlTEC1IlIlAl WORK" UNDER SECTION 102 Of THE COPYRIGKI ACf, 17USO. PS AMB-lDB> DECEMBER. 1990 AND KNOWN AS ARCHfTE<:TURAL WORKS COPYRIGJ-lt PROlEC1ION ACT OF 1990 THE P~OlEC11ON INClUDES BUT IS NOT LIMPED TO THE OVERALL FORM AS WBl. AS THE ARRANGEMENT AND COMPOSmON Of SPACes AND ELEMENts OF TIlE DESIGN. PROJECT NO. 03540 rx: At:< pX X X >< >< X X >< X X ~X; '-..7 .- "FF ( 1 Q \~ ~ ! xx:: ~ PLAN NOTES (NOT ALL NOTES USED) OJ WASHER ill DRYER [II A I R-HANDLING UNIT o WATER HEATER ill RANGE/WARMER ill HOOD FAN ill REFRIGERATOR [I] DISHWASHER m DISPOSAL lNl SEE ARCHITECTURAL ElEVATION [ill ELECTRICAL PANEL (FLUSH) @} MICROWAVE [ill COMMUNtCA TIONS CABINET (FLUSH) [E] OVEN r;a MAKE CONNECTION TO ALL UNOERCOUNTER ~ LIGHTS (LIGHTOLlER OR EQUAL) SEE ARCH. ELEVATIONS FOR LOCATION f161 THREE WAY SWITCH WITH DIMMER AT ~ OPPOSITE END @]VERlFY RECPTACLE CLEARANCE FROM SLIDING DOOR DURING ROUGH-IN f181 MOUNT RECEPTACLE HORIZONTAL iN ~ BACKSPlASH ~ .{ (' . . ~II' UNIT 11GB ELECTRICAL PLAN Date Plotted: May 18, 2005 Date Issued: Revisions: ffi Bldg Dept Comments May 18,2005 03540 CONSTRUCTION DOCUMENTS 100% UNIT "G" ELECTRICAL PLAN WINDWARD PASSAGE E-41 5 XREFS: A FP3 A Units-2 A_FPI A U nits-3 I Furn--2 IJum-3 TTLS AFP2 ETTLS A-401-21 rcp BL ct cbGF ~ 8= ALL RECEPTACLES IN ROOM SHALL BE ARC FAULT TYPE .~.. ~, ~, ..~, ~" \~, ~:\~ '~ '~, RC ct =e JB F JB @ zll @ y qp~ qp JB F ~ ~ ~ [I] o [ill SL ~ =e --JR9~ 1$)\::!7 3 ct PLAN NOTES (NOT ALL NOTES USED) OJ WASHER o DRYER @] AIR-HANDLING UNIT 8] WATER HEATER II] RANGE/W ARMER [I] HOOD FAN [I] REFRIGERATOR ~ DISHWASHER ~ 01 SPOSAL OQJ SEE ARCHITECTURAL ELEVATION [ill ELECTRICAL PANEL (FLUSH) @] MICROWAVE [ill COMMUNICATIONS CABINET (FLUSH) [E] OVEN r:;-;-] MAKE CONNECTION TO ALL UNDERCOUNTER ~ LIGHTS (L1GHTOLlER OR EQUAL.) SEE ARCH. ELEVATIONS FOR LOCATION ~ 6~~~~I~t~~~ITCH WITH DIMMER AT [}II VERIFY RECPTACLE CLEARANCE FROM SLIDING DOOR DURING ROUGH-IN f18l MOUNT RECEPTACLE HORIZONTAL IN ~ BACKSPLASH UNIT "GII ELECTRICAL PLAN .<:~ \~~, ", , SCALE: 1/4" = 1'-0" Keyplan A A A A A B H THIRD-SIXTH FLOOR f!J ~" 3. [3J0'~' ~ .>:>" '...... , "'''>''*'. '~'\${ ,'" .';', f'-.. RC qp cpGF o Q) ~ GFcb qp [ill@] Q)qp ~ sr G~ ;0 D D_ @o ~ @~$ ~-~~ @ ,qp '.'", . ,>>-,. "':-.:~t,'"' 36- A.F.F.~...~>>~.. 8= ,,"'<-\>... '. ~ ~1\,., "":.~.~'..."...., , '/',""-,. GF 8= =e GF 8= [}II 8= ~ co Gw WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AAI785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. BL =e GF/WP ALL RECEPTACLES IN ROOM SHALL BE ARC FAULT TYPE 3 =e ~ JB F ALL RECEPTACLES IN ROOM SHALL BE ARC FAULT TYPE ~ =e ~ JB F ~ @ ~=8 @ [)@' .ffiJ<] ~ RC ~ 3 ~@= p ~ ~ CD [I] ~''''~'' JB S ", :..\~" .1::::1_ @]lliJ ctGF 36" AFF. OJ @= 36" AFF. W 30A@: [1QJ cpGF cpGF cZir5UL l1N0 NuINi:::i:::R!Nu _..:J..._ ROUP INC IN1l-RNA-rIO~,AJ _ PHIH) (813) 936.0796 FLA. SlAm E9 IIDIDlnl2 FAx. (913) 936.0799 8840 N. FLORIDA AVE. EMAILI CEGlTAMPABAYRR.CDM TAMPA, FURIIIA 33619 E.C, MANTIEI PE 11300D9 CEGI COl'll'llsslo" Hul'lberl 04-9U ,,\Z,,ef5i d ~;Jll~> ~'. .... , (Ji tt' 'S' f: ))I ,.. "?)'-"'~' .,/""- r;...w....,.. ....., "'.'''-:;' '. "., .- /"'--. - - .' - -:.^.':"-'~ - "" '. .;~ /' /'. /. '.. "( .., '..,. (.'" '.' '/"'{'''~-r~~.t ./"':>''0/' /1 lI!>"':~''''/''J$:W.'.'....#,":Z .'.....""....} . . ~>. .,.- "'. . .71'"",,.' (';~. ,.#'":r.,. '.'.'.' (';~.. .'..k4 '~:?--' .". PROJECT NO. 03540 BPRC Submital: Date Plotted: January 10, 2005 Date Issued: Revisions: I I I I I I I I I I I I I I I ... I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I>< u. ~ --" .... <!I I>< ~ v ,.\ N," J !) "TZ X ~ X AlL ~ TO THIS ~ SHAll.. BE ~TEC WITH AN AF1 TYPE AT PANELSOAAD ~& V --{jB) "'\ I F L-. 11 ev\1 ''! ~~ ~ ;:r ~ ~o~ ~$$t~~~~~ Y J'*- ~ [@ S~ ,~ J _ E JB e 10 .~ / 'I C>< ~ 111/ ~~x~~~x<x ~ ^ _(It) 1/ r! X GFIWP ~ I ~ C@ ~ X F X X rx rx rx IX IX X, X X X X 2:: s RC , It ~ Bl: J ) ~ SMOKE DETECTOR NOTE INTERCONNECT ALARM FUNCTION OF Sr./OKE DETECTORS AT AT All. LOCATIONS WITHIN UNIT SUCH THAT ALL DETECTORS SHALL ALARM IF SMOKE IS DETECTED AT ANY ALARM PER NFPA 72-11.5.12 (8) 120V SEE POWER PlANS 4 Keyplan B A A A A A B THIRD - SIXTH FLOOR _1._ ..,m f- '" ( gF- +-. ~ SL : ~30A. [] [lQJ 13 ~ 0 := 36" A .F. .. /?E' ~ ~ OJ ~~ [ill \ - bDn= 36"A.F ~ LJ= . [!QJ = '= e GF r~~~ I r ' -RC )J RC QD S '1 tfil<lt <lD I I I I I I 1111 II I II 1IJIf '=- .1 I j,\~ V)1 av \---~----..J r-K~,.J l~ ~~,\SL r ~T RI o I I :0: ~~R \.3.J\'::' I I I II IT" Do t@;g ~ ffi 1):( I I 1 1 I I....l-I I I I I I 1 I I I I , 1 I I I I I . I I I I I I I I I I I I I I I I I 1 1 I I I 1 I I . I I I I I II" .''-X'><.~ ~ fxYx^x'Yx"z I Ai ~ x n ~GF) 5 ) -(1)0G~ <II) ,~ _(/' ~ ~ OF @] [14 LV r"-I ., ".. ~ \ ~ - ?V" ...r; A (.- ~--- ~ i Ii Q2 ;;:: ~v '\ ~ 0 - ) ~ 1 (C J) I r== ~l~ ~ Ii" ~o/ h aKJ ~~ (C J) e ~ ~K ~~ ,,- ~) rv'IAFF; Il 9 0 ~ f'-) JB D '\ !:: .\? 11 i ,,'-'-' u "" ~b) GFel~ ------------------------------ ~~~ Q)). <ID OJ ... l"'''' 1 (~ t sCID ~ ~ E <lD fiYl (fA ~S:=:TO 0 PPOTEClED WITH AN AFI TYPE BREAI<ER AT PANaBOARD 1\ ill o ~~ ~ (j) '-f~ ~ 'xXYYXxxXx> ~ .1. .,- ~ -@ LV M Q. "-' I~ POWER :: UED TO .... i- Sfl)OM,u,;;;....BE I- 0r.J I'----. ANAFI ~ ............. TYPE P~ARD IA ... ~ "ill CL (~ 1\,?11 r~,.. --1 il ~ ~ iI -::/ i:ft:. ....J /;" .;,1"1 II 1(j b X ~ 1I~ 'I--l , '--)< XX XxxX"l -~ K)< >( '--, 1)\ I'-x' IX lX I>< '-x' Y: {~ \ I :J~ ~~ <ID I I I I if I I L -1 I L S~ ~ .. ~ rr'" CL CL ,~r ~ ~~ ~ ,- ~ "- €).;1 F - 1 I T I- ~,- [RC},~ ~....., . ~ b=:::: ::::::---- ~ -" '\--. "J V 'L. h" ~ .1_ OQ] ,,- -,,- G) "" I/X x> IX ~ IX v:::;:J ~ t\.41..... l>< I~~ I~- I'XXX ><~-- h-<X ~ [f{~~NU II NUINfE:RINu -T..... ROUP ING. IN11::RNAflONAl.- PIOi:. (813) ~.o7% FLA. STArr. E) 100007712 FAXI (813) 93&.0799 88-40 N, rLlRlM AVE, EIWL. CEli@TAMPABAYRR,ClJ4 TNPA. FLORIIIIl 33618 B, IDlZADI PE 153636 eEGl CCNIIsslon Nuolbert 0-4-911 WALTON H. CHANCEY & AssOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3(}.A, Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 2003lHESE PLAHS ARE COl'YRlGHll!O AND ARe SUBJECT TO COPYRIGHT PROTeCIlON />S AND "ARCHIreCl\IRAI. WORK" lJIoiDal SfC110N 102 Of mE COPYRIGHT Acr. 17USO. />S AMENDED DECEMBER. 1m AND KNOWN />S ARCIIlTeCTURAL WORKS COPYRIGHT PROTEC1lON Acr Of 1'190 '!HE PRarecnON INCWDI!S BUllS NOT UMITlD TO Tlil! OVERAl.L FORM ;.s WR1 ;.s lHE ARRAHGEMl:NT AND COMPOSIllON Of SPACfS AND ELEMENTS Of THE DESIGN. {,hi\ ~ '--- !:lll. ~~ ". _I.. ~ 0 -.. "-...,. ~ '- V '- / /" (,-~)r 0 ~ _ rf_.. @ 6- ~ ~I~,- '1" j / " _I. -I' (IT'\ mil v- ~) ~~ <It) f1l"\ ~ If ~ ,...... tII\ xx X:'Xx X~!WP \JLI4 -~ ~. BL ~r. '0 THE RESIDENCES AT WINDWARD PASSAGE PROJECT NO. 03540 (J. J ~ '11\~ PLAN NOTES (NOT ALL NOTES USED) OJ WASHER [I} DRYER @] AIR-HANDLlNG UNIT o WATER HEATER [I] RANGE/WARMER []] HOOD FAN [?] REFRIGERATOR [!] DISHWASHER II] DISPOSAL @I SEE ARCHITECTURAL ElEVATION [ill ELECTRICAL PANEL (FLUSH) @] MICROWAVE @]COMMUNICATIONS CABINET (FLUSH) ~ OVEN MAKE CONNECTION TO ALL UNDERCOUNTER ~ LIGHTS (UGHTOllEA OR EQUAU SEE ARCH. ELEVATIONS FOR LOCATION [@ 6'r~~11t~~ITCH WITH DIMMER AT If71 VERIFY RECPTACLE CLEARANCE FROM SLIDING ~ DOOR DURING ROUGH-IN f181 MOUNT RECEPTACLE HORIZONTAL IN ~ BACKSPLASH UNl. LECTRICAL PLAN $C' PLANNc'flY :ofO(vt~.~op_ Mf'NTSvcsf / -.::.....:.....! Cl(A.RIIVA '-f.. R -- ' ---...- , BPRC Submital: Date Plotted: May 18. 2005 Date Issued: Revisions: &, Bldg Dept Comments May 18.2005 03540 CONSTRUCTION DOCUMENTS 100% UNIT "H" ELECTRICAL PLAN E-41 7 XR EFS: A_FP3 A Units-2 A FPl A U nits-3 I Fum- 2 I Fum-3 TTLB AFP2 ErrLB A-401-21 rcp .............W......,.......N.............. ......... ..................<...:.:........<......~...:,~.:......:.~...?.......~:<......:.,~....... ... .......... .... :;.;.:.... -~~~ [IJ '"'''ClD''' @) ~GF ALLRECE;PT ACLES IN ROOM SHALL BE ARC FAULT TYPE ~ . .~...-_. ./' . // .............. :>. :;'" .......9-. 1. ___qP:... 'Jlli__ ~"..- . .. . .. . . ... . . " . ... . . .. '" ." ", ," .. ," ,.. W'" .. ... .';; 4/ ,_ !0-- .. f3lfJ\' ! ... P..Lij ~.~I: . .< ................ .. ~......... .............. ............... ....... ....... RC LV rmmJ ,. , t ~ @ E ~ @. --- gp--..- 3 -gp~--- .-- u~.-ARrsT..- ... _ ... "[lli' -~* t..;o;.....:....-..:..~.... ...~...e......... J ; ALL RECEPTACLES IN ROOM SHALL BE ARC FAULT TYPE .........CIIY...'l...u GF/WP ...................................... ..... .................... -_.._~...O.-I. .. ~LJ ~. ~ :;',,/ ....~ -:' @] .................f. ./' . 3: :: t................................... ... '. ,.' . . . . . .. ......: ;.......... ........~,i ~~. 1 ..-----............... ............................d ~ .."aB............. ~~~- ...............................-.............. , '~ '~ .~.~ ." """'~ ~". ..!", " "' "">~'1>'..,.fh;:--. '~~l'l r':',t.~:j~.... . PLAN NOTES (NOT ALL NOTES USED) OJ WASHER [I] DRYER o AIR-HANDLING UNIT l}] WATER HEATER []] RANGE/W ARMER ~ HOOD FAN [I] REFRIGERATOR ~ DISHWASHER [I] DI SPOSAL l3Q] SEE ARCHITECTURAL ELEVATION [ill ELECTRICAL PANEL (FLUSH) @] MICROWAVE @] COMMUNICATIONS CABINET (FLUSH) ~ OVEN r:1i:l MAKE CONNECTION TO ALL UNDERCOUNTER ~ LIGHTS (L1GHTOLlER OR EQUAU SEE ARCH. ELEVATIONS FOR LOCATION ~ ~~6~I~t~~~ITCH WITH DIMMER AT [ill VERI FY RECPT ACLE CLEARANCE FROM SLI DI NG DOOR DURI NG ROUGH-I N r.;B1 MOUNT RECEPTACLE HORI ZONT AL IN ~ BACKS PLASH UNIT "H" ELECTRICAL PLAN SCALE: 1/4" = 1'-0. [~'~UNU NC1INi:::l:::I<INGi =-...:!...,... II ROUP INC. INft;RNA-rION,AL._ PHONE' (813) 936.0796 FLA, STAT[! ED *00007712 FAX' (813) 936.0799 8840 N. FLORIDA AVE. EMAIl! CEG@TAMPABAY.RR.CDM TAMPA. FLORIDA 33618 E.C. MANTHEI PE *30009 CEGI CO!'l~1551on NLll'loer' 04-911 Keyplan @2oo3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDERSECT'ON 102 OF THE COPYRIGHT ACT. 17USO. M. AMENDED DECEMBER. 1990 AND KNOWN M. ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES SUT IS NOT lIMITEOTO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A A A A A A 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E ety Hwy 30-A. Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 THIRD - SIXTH FLOOR :.."'.........,.".... L........w.... III ~F/WP D.~lqQ..mm...mN..... ... ........ ,.I....~..................C1D....~.................. ... ...gR...... ...gR..f.fgL.m.... "'''dfy''l ...w................................................ ................. 'dJ5 ::................;: ALL RECEPTACLES IN ROOM SHALL BE ARC FAULT TYPE t1J') ............,.......:\. ...~...w . . ~ .d..;e$i.dti::~ 11 "\... 0.. ''1'' '" ~/} .:;W' "8' ~." ~ _ M' (:,~.:;.i)/t:..~.......:.:~"..,...N....~....^1....~.I...'.."'....~..#..''''.. '. ....."". ..",...f.. .,' .((~)2>~ ";." . 77"'~ ,-~. -.:.#'4.~/ ~",,,-:.. ,-~,T> ~~~.:-;;7 rL"ti.Je$e7;?1'? PROJECT NO. 03540 ., ~ " "j'., BPRC Submital: I Date Plotted: January 10. 2005 Date Issued: Revisions: CONST CTION DOCUMENTS 100% ?- - -1 I ?- ~ I j L ITQ] . o o SMOKE DETECTOR NOTE INTERCONNECT ALARM FUNCTION OF SMOKE DETECTORS AT AT All. LOCATIONS WITHIN UNIT SUCH THAT All. DETECTORS SHAll.. ALARM IF SMOKE IS DETECTED AT ANY ALARM PER NFPA 72-115.12 (B) 120V SEE POWER PLANS 4 Keyplan 02l103THES5 PlANS ARe COPYRlGHrEO AND ARe SUBJECTTO COPYRIGHT 1'R01CC110N AS AND 'AIlCHITECTURAl WORt:!' IJNOER SEC'Ti()N 102 OF lHE COPYRIGHT />CT, 17USO. AS AMENOEO DECEMBER, 19'10 ANI) KNOWN AS ARCHITECIlJRAl WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECl1ON INCLUDES BUT IS NOT UMrTEO TO lHE OVERAll. FORM AS WEI.L AS !HE ARRANGEMEI'{f AND COMPosmON OF SPACES AND aJ:MENTS OF THE DESIGN. WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A B A A A A A B 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A Suite 108 Seagrove Beach, Fl 32459 Phone 850-231-2057 Fox 850-231-3553 SECOND FLOOR o o CDl e AU. SUPPLIED TO THIS ROOM SHAll. BE PROTECTED WITH AN AFI TVPE BPSAI<CR AT PA/'oS..SOAFI;) 4 o . Cf{5U\.... 11NCl Nc.:iINE:E:RINc.:i _+- ROUP INC. INfeRNA110NAJ... THE RESIDENCES AT .' U \B\\ F1AiATFff. ~ EIM1lt CEGlTNPAIlAY.RR.aJl rMPA, FUIWIA 33618 J, IEHZADI PE lIS3636 CEGI CaNIIssIaI'a IUlbIrt 04--911 WINDWARD PASSAGE PROJECT NO. 03540 o . PLAN NOTES (NOT All. NOTES USED) III WASHER ill DRYER m AIR-HANDLING UNIT m WATER HEATER ill RANGE III HOOD FAN [f] REFRIGERATOR ill DISHWASHER ~ DISPOSAL ~SEE ARCHITECTURAL ELEVATION [ill ELECTRICAL PANEL (FLUSH) @] MICROWAVE lID COMMUNICATIONS CABINET (FLUSH) tEl OVEN MAKE CONNECTION TO All. UNOERCOUNTER l1ID UGHTS (UGHTOLlER OR EaUAL) SEE ARCH. ELEVATIONS FOR LOCATION f161 THREE WAY SWITCH WITH DIMMER AT ~ OPPOSITE END f171 VERIFY RECPTACLE ClEARANCE FROM SLIDING L!!.J DOOR DURING ROUGH-IN f181 MOUNT RECEPTACLE HORIZONTAL IN ~ BACKSPLASH UNIT "H2" ELECTRICAL PLAN ~ if .. SCALE: f/4. = f'-O. :', /". ! ./ t; I : ~ '. I' f ~ ~ ; -' ,~~ , l.._,....~.."'_ '- ., .,\ ~ L ~..' '. ;:~ C:l[ARW4TE~_ BPRC Submital: Date Plotted: May 18, 2005 Date Issued: Revisions: ffi Bldg Dept Comments May 18, 2005 E-418 03540 CONSTRUCTION DOCUMENTS 100% UNIT "H2" ELECTRICAL PLAN XREFS: AJP3 A Units-2 A U nits-3 LFum-2 I Furn-3 TTLB A FP2 ETTLB A-401-21 rcp A_FP3-balcony :~~ ..."......'~.......~.. ......',9L.. . . . . RC RC NN"mr"....J 'I:> @ E <, ~ " .:, S ":~:'m , .um __QR . ".,~<..uW..'@~. : ~~''- LLYJ . . . , .~ '\"" ,., . .,@J. ""qp, .,.,qp '1 :::...~ *. ~ "~,,, CL ; ~.!....---.... ..u.. ...............!ww , ALL RECEPTACtg3 IN ROOM SHALL BE" ":- ARC FAULT TYPE . ^'::' w......."'..NN.~.....,. '".um'''OO.mm'''L.::.. GF/WP . }...~ ~....: ::: ,; ~ -Ef.)-j . ',' ?..; }~..j .....w ~. : L ...",., ...,."...:; . . .' .~. ....'':-, . : . ~ :' ': . . . no" :", ': ~l'. : ~ CL ' @] . ......c...uu.........._ ~ . .................... .e .'GF@ :' ... ::",- @) o @J,92, ~'dt5"~ ~F/WP ,qp"", .. m" m" L......J ALL AECEPT ACLES IN ROOM SHALL BE ARC FAULT TYPE .......qp , . ....J ~' ~1F ~'''w, ~~ :: ...... ...... ........ ........ . ~ ....... . .~.......... .. ...~....:: ~" 'It " ":..." '''''".. '(~ . '" . .~, . .' .,.......J; / Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A A A A A A 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813--247-3507 AA 1785 5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT 10 COPYRIGHT PROTECTION AS AND . ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17USO AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITI:CTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED 10 THE OVERALL FORM AS WELL AS ~E ARRANGEMENT AND COMPOSI1l0N OF SPACES AND ELEMENTS OF THE DESIGN. SECOND FLOOR ". "'''''. '. PLAN NOTES (NOT ALL NOTES USED) OJ WASHER W DRYER [I] AIR-HANDLING UNIT [I] WATER HEATER !II RANGE ~ HOOD FAN [I] REFRI GERA TOR ~ DISHWASHER [[] DI SPOSAL [!Q] SEE ARCHITECTURAL ELEVATION [ill ELECTRICAL PANEL (FLUSH) [g] MICROWAVE [ill COMMUNICATIONS CABINET (FLUSH) [E] OVEN r:ti:l MAKE CONNECTION TO ALL UNDERCOUNTER ~ LIGHTS (L1GHTOLlER OR EQUAU SEE ARCH. ELEVATIONS FOR LOCATION ~ ~~6~I~t~~JVITCH WITH DIMMER AT rj7l VERIFY RECPTACLE CLEARANCE FROM SLIDING ~"DOOR DURING ROUGH-IN ..... G8l MC'tJNJ;: RECEPTACLE HORI ZONT AL IN ~ BACKSPt:ASH "'"" ""~"'+O" .. " ", '.. ""~. '" -"":. .-:~ '" ....Ii... ~. . . '." ..... ...... ' '.. I,~ ,.... "'0,",- '. ''1'".~ ""4.,'" '..",. ~~,~ ''"~~t.. UNIT IH2" ELEb'R CAL PLAN SCALE: 1/4" = 1'-0" ..~ [&rU~ II Nc:tINI::I::RINc:t -T- ROUP INC. IN-rt-RNA-rIONAL-_ ~~~I <mt~) ~i~\ FlA. ST A rEi ED 1000D7712 8B40 N, Fl[RIDA AVE. EMAll. CEGI!TAIof'ABAY.RR,C{)l T AIf'A. FlDRlDA 33618 E.c, MANTHEI PE 130009 CEGI C"",~lsslon NLI'lb...... 114-911 BPRC Submital: Date Plotted: January 10, 2005 Date Issued: Revisions: <tL....tf; i. d "~t'-. <~.....' .. ,(:';- ". <.iM" . ~:.~ g" ". '\$' ..c ~ (''',?)!1;;';upe;;::/ g/;yi?;;-~~>e~r;<7 PROJECT NO. 03540 XR EFS: A_FP3 A Units-2 A FPI A Units-3 I Fum-3 TTLB AFP2 mLB A-401-21 rcp ......-...-......'.'..'.'.'..'.'.... ....-.-.-'.'u-..-.'...'.....-..... ...................................v......N.. '. .........;.......................,......,..,;. ....... ~ . " ,-.-.-.-.-.-.-.-.-,-.-, ,. -.-...{f..........................:....:: . . ..... ........., -:: .~...........J :.; '.: ..<' ".'.".'m.'.:'.'2~....F...'.~.1:....'~. ... tm :: :: 0 :; . <!Dwwmw. -----'~m-------~--4 ;;-00 w.ww,mCI15 uwwwCI15 . .'.. . Ilz~>" ( EBI OJ 036.AF.F.~i [gQ] [gQ] ~ ~~ [I] 'Fe'. ';'. :: :; .: :" : .: ~ . . I16l ..../:'\ ....~.I....i....,.. ~cr( .::y>:.,:;..-.".. [~]ql ~ ^-^--------^ :: ~ .~.J[~]^................j. SOAd . . ... ..' ... .... .d! ..................d...qp............................................,.,. .,.,.,.,.,.,.,.,...,.....,.,.".,.,...1 JB JB JB .................................... . . dddf5H ................................................................... . .. .....-.-....-.......-... [: ~i II @ 89 , :., ~ [gQ] @J --~=~ [gQ] .hhh ...... .hhhhh;ill hhhhh..................h......................................................h......................................I~l~~IlI.......;.......... ~ CD4 ~i: 0' . FfF .'....".-.~'<.,.,<.:.:... /::' ~ ,.:..:.:..........J [I] SEE E-205 FOR DECK AREA ELECTRI CAL PLAN /................... .../ . .0., · tf .................................................................... EBI) PLAN NOTES (NOT ALL NOTES USED) ._____._._._._;~ ,_._._._._._.w._.___, ~ ; ~ i OJ MAINTAIN POWER TO EMERGENCY FIXTURE AT ALL TIMES [I] TO FIRE ALARM CONTROL PANEL ('FACP? [}] AIR-HANDLING UNIT [I] WATER HEATER m RANGE o HOOD FAN [I] REFRIGERATOR [I] DISHWASHER @] DISPOSAL [!2J SEE ARCHITECTURAL ELEVATION []] ELECTRICAL PANEL (FLUSH) [ill MICROWAVE [ill COMMUNICATIONS CABINET (FLUSH) [ill OVEN r:ti::l MAKE CONNECTION TO ALL UNDERCOUNTER ~ LIGHTS (L1GHTOLlER OR EQUAU SEE ARCH. ELEVATIONS FOR LOCATION ~ ICE MAKER [ill TRASH COMPACTOR f18l MOUNT RECEPTACLE HORIZONTAL IN ~ BACKSPLASH . . . . . . . . . . . . . . . . aD" ~ 1 ". ...~, .....< @ JB Lh~mhhhhEBM'h " " . .......hh..............................hh h' "P. 1 ..... J t'\"'~dm EBM. . , . , , .....................w ............. "'p' 1 ..... JB JB - '~~1=&~ //" ~ ~ OJ / [;'; OJ ..........\...W.d~' ~ ~ ~ I 1. I j 'EXI EWC EWC t::~::~:: @J .@2]. :~~~ItJ_~J~ @1./'" . . -- . ", " . . . . . . . ". / . . . . . . . . " " . . . . II ~@ETI ...... [!](JJ, I .' : ...... .............. j.iy....\ . . . . . . Ih..h.r @ .. [ill [ill \. )i @ ...................... .... ..'...........1....111'\........................... h'h h'h h '1 .. . .h ..~. ..........ww........1 r , i ! .........................................1 ....................,.. ~ zll . OJ ".".........,..,.,.....,...,.,..,.,.,....ow.. ... ...,.,.,.,.,.,.".,.".,QQ.,.".,.,.,....,..w,..",.,...w,."W"""""w''''''''''''''''.,.,.,.'., 'L-J .................................QI?.................. ................QR,..,..w..."..........".., ...,.......,...,.,.....,...,.,.,...,...,...,QQ.,...,... .. .. .. .. ...~-~~. .. .. .. .. . - .. . . . "' . . . "' ............................................................,...w: .........:vn~n~nn.w..~.....w......:....... ..... .......................; . . .. . . . . .......~.: ~ COORDINATION ITEM: PROVIDE POWER FOR CABINET LIGHTING AND CABINET, SEE ARCHITECTURAL RISER FOR CLUBHOUSE AREA f201 COORDINATION ITEM: PROVIDE POWER FOR ~ RECEPTACLE BEH I ND CABI NETS, SEE ARCHITECTURAL RISER FOR CLUBHOUSE AREA CLUB HOUSE ELECTRICAL PLAN SCALE: 1/4" = 1'-0" BPRC Submital: Date Plotted: January 10, 2005 Date Issued: Revisions: [~N5UC llNG NCiINL:-L-RINCi -t... ROUP INC. INlfRNA-rIONAL_ PHDNEo (813) 936.0796 FLA, ST A TEl EB toooonti; FAX' (813) 936.0799 8840 N. FURIDA AV . EMAllo' CEli@TAMPABAY,RR.cDH TAMPA. FLORIDA 33618 E.c. MANTHEI PE 130009 CEG[ Clll'I'llsslan NloII'IlDerl 04-911 03540 CONSTRUCTION DOCUMENTS 100% CLUB HOUSE ELECTRICAL PLAN WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A Keyplan . . ,,"id..~), -<l'e:fui. . 'Q ^ s:. .... '('{;~ tV' ""8' .~ ..~ . \l"'!' 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C B A A A A A B H r'~"l/I://^'--': / {(._,........r.}..:.::-);F.....::.:.#)......._..~'.'....~.'. ~~i...:..r ..........'...'........;,......<..,...;. '",,_. ..."'.> ~q,:;p---".'/:~?le:uf~.,<~;I<"CI' . __.7 ~""''-'<;'''~'''T "'.... E-420 @2oo3THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCH'TECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION 'NCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. SECOND FLOOR PROJECT NO. 03540 <~) EXHAUST FAN SCHEDULE I !I II 1\ I ! I I !I I I ) I I ! I MARK TYPE HP VOLTS/,0 REMARKS FUSE EF-1 CEILING 48W 120/1 N/A EF--2 SIDEWALL 48W 120/1 N/A EF - - 3 ROOF 1/8 120/1 2 30/2I3R/5AF ~ "-'-'-"-'-"~"""'~"'-""---,",'"",,,,,,,,,,,,,,, \ r;:::- ~ 1-- .-,-_..--~ :: If n ;::-, 1\' EF-4 PROP 1/4 120/1 2 N/A EF-5 ROOF 1/8 120/1 2 3O/2/3R/5AF EF-6 ROOF 1/6 120/1 2 30/2l3R/5AF ,"" EF-7 ROOF 1/6 120/1 2 30/2l3R/SAF E'F-8 ROOF 1/6 120/1 2 30/2/3R15AF HPA-58 EF-9 ROOF 1/20 120/1 2 30/2l3R/5AF 3#10-3/4"C. EF-10 ROOF 1/8 120/1 2 30/2l3R/5AF EF -11 ROOF 1/8 120/1 2 3O/2/3R/SAF RUN CONCEALED UNDER ROOF EF-12 ROOF 1/8 120/1 2 30/2l3Rl5AF HPA~O 3I10-3/4'C. EF-13 ROOF 1/8 120/1 2 30/2l3R/5AF EF-14 ROOF 1/8 120/1 2 30/2I3R/5AF 'D' D' 'D' WP/GFI EF-15 PROP FRAC. 120/1 2 N/A GFI XREFS: A RP EITLB TTLB I I I \ II 11 II 3D/l/JfV5AFJ;J30_ @W zll 13":'"^'. ;~314" SEE PANEL SCHEDULES 13.4 AMPS OR DISCONNECT AND WIRE SIZE DISCONNECT PER MANUFACTURER ~ 30/2/3R/5AF HPB-54 3#10 - 3/4"C. 14.9 AMPS RUN CONCEALED UNDER ROOF 30/2/3R/5AF W 30/2I3R/5AF HPB-52 3#10 - 3/4"C. 134 AMPS ~ I2I030/2l3R/5AF 00 HPB-60 3#10 - 3/4"C. 7 9 AMPS ---+- 30/2/3R/5 30/2/3R/5AF @ HPB~ 3#10 - 314"C. 79 AMPS w HPB-80,82,84 4#6 + 118 E.G. - 1'C. 46 AMPS (50!3) I I [I 60/3/3R SOA FUSE Iii II 1. INTERLOCK WITH LIGHT SWITCH 2. PROVIDE FUSED DISCONNECT AS SCHEDULED II \ I II 11 RUN CONCEALED UNDER ROOF RUN CONCEALED UNDER ROOF HPA-58 2#10 + 1#10 E.G.- 3/4"C. WP/GFI WP/GFI @ @ @ @ HPA-54 3#10 E.G. - 3/4 "C. 8B AMPS r-- WP!GFI @ 30/2l3R/5AF w ~ 30/2/3R/5AF W 00 ffi 30/2l3R/5AF ffi 30/2!3R/5AF HPA--52 3#10 - 1"C. 105 AMPS @ 100!3!3R 60AF W 30/2/3R/5AF W HPA-79,81,83 4f16 + 1{18 E.G. - 1"C. 56 AMPS (60/3) HPA-55, 57 318 - 3/4 'C. ISI ~ w HPA--50 3#10 - 3/4 "C. 11.4 AMPS 60/3/3R SOAF HPA-48 3#10 - 3/4"C. 114 AMPS HPA-46 3#10 - 3/4"C. 114 AMPS HPB~4 3#10 - 3/4"C. 11.4A~ HPA-44 3#10 - 3/4"C. 11.4 AMPS 30/2l3R :~ @ HPA-73,75,77 4#6 + 111B E.G. - 1"C. 46 AMPS (50/3) ROOF ELECTRICAL PLAN SCALE: 3/32. = 1 '-0. DN E o 0>8 ~ .. "O~ c5@ OLf) a:::18 gC'l Lf) . -0 LL ~ ~c ~ 0 '" -, ./ .t:c ~o .~"O ~ Q) 0.. +- /+- ..0 uo:: Keyplan A A A A A ROOF WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A [$jr~L ~Nu NC-1INFFRINC:; ~+- ROUP INC IN-rt:RNAf'IONAL. ~~ W1~) \=i~~ FLA, STAm ED tOOOOn12 8840 No FURmA AVE, EMAILI CEGIT AMPADA Y,RR.ClJ4 TAMPA, FlDRIDA 33618 E.c. MANTHEI PE 1130009 CEGI CDI'I'IlsslDn NLII'Ibl!r- 04-911 BPRC Submital: Date Plotted: January 10, 2005 Date Issued: Revisions: E-500 "ld ..to --<1.;0 b->. "" ..t)..., '\0. <- it , ',) 0' ,;S' C t>> ; .~ 03540 CONSTRUCTION DOCUMENTS 100% ROOF B..ECTRICAL PLAN 1860 Republica de Cuba Tampa. Florida 33605 Phone 813--248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231--2057 Fax 850-231-3553 @20031HESE PLANS ARE COPYRIGH1ED AND ARE SUBJEClTO COPYRIGHl PR01EC110N AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. I?USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHllEC1URAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 (~.:>)...l<~.'.;t::';;'.::~.".;'/'..~.'.z..lr....z....:-../-...r;.....~.......... {t~:~~~..:.{~.<z#j ~"1. .... ~!. "'......"ww.~,,:p"".7;;, XREFS: A RP ErTLB TTLB I I I I I I I I -+ I I I =r I =t I -.. j I II II III COPPER LIGHTNING CONDUCTOR GLUED TO SIDE OF PARAPIT BY ELECTRICAL CONTRACTOR EVERY 36' (TYPICAU COPPER LIGHTNING CONDUCTOR GLUED TO ROOF BY ELECTRICAL CONTRACTOR EVERY 36' (TYPICAU II II LIGHTNING PREVENTOR 2005 (CUSTOM) AND H/4' S.s. MAST RIGI DL Y ATTACHED TO BUILDING STRUCTURE EXTEND MAST 20'-0' ABOVE HIGt-l POINT OF ROOF MAST VA 2020SB-l-1/4 crwl~W\ II II 1 I FARADAY 10' LIGHTNING HEAD (TVPICAU THRU-ROOF CONNECTOR (TYPJ J RUN CONCEALED IN WAll.. IN 1 1/4' PVC (TYPJ 11 x 17 PLASTIC TESTWELl.. BY BROOKS (TYPJ J COPPER LIGHTNING CONDUCTOR GLUED TO ROOF BY ELECTRICAL CONTRACTOR EVERY 36' (TYPICAU - DELTA GROUND CLUSTER, WITH THREE 20'-0' COPPER CLAD STEEL GROUND RODS 10'-0' APART BONDED TO MAIN ELECRICAL AND WATER LINES (TYPICAU - DELTA GROUND CLUSTER, WITH THREE 20'-0' COPPER CLAD STEEL GROUND RODS 10'-0' APART BONDED TO MAIN ELECRICAL AND WATER LINES (TYPICAU {COPPER CONDUCTOR ICCHB-2B-14 TO BASE OF DOME STRUCTURAL STEEL FRAME NOTE: ALL PVC CONDUIT SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 1. UGHTNING PROTECTION CONDUCTORS SIW..L MAINTAIN A HORIZONTAL OR DOWNWARD COURSE, AVOIDING NUMEROUS BENDS AND TURNS. CONDUCTORS SHAlL ALSO BE FREE FROM 'u' OR V (DOWN AND UP) POCKETS. 2. NO BEND OF A CONDUCTOR SHALL FORM AN ANGLE OF LESS THAN 90' NOR SHALL HAVE A RADIUS OF BOO LESS THAN B INCHES. J. NOT USED 4. NOT USED 5. NOT USED 6. AC1lW. JOB Silt CONDITIONS MAY REQUIRE SUGHT Al.JERAllONS IN MAST, DOWNLfAD AND GROUND ROD LOCATIONS. 7. BARE COPPER MATERIAlS SHAll NOT BE INSTALLED ON Al..UMINUM OR GALVALUM SURFACES, AND AWMIt-lJM MATERIAI..S SHALL NOT BE INSTAllED ON COPPER SURFACES. B. ALL UGHlNING PROTECTION CONDUCTORS SHAlL BE FASJENED HORIZONTALLY AND VERTICAllY NOT MORE THAN J' -0' O.C. MAXIMUM SPACING. 9. BOND STRUCTURAL STEEL OR REBAR TO NEAREST DOWN CONDUCTOR OR GROUND ROD. 1 O. THE lIGHTNING PROTECTION SYSTEM SHALL BE INSTALLED IN A NEAT WORKMANUKE AND INCONSPICUOUS MANNER. 11. NOT USED 12. PRIOR TO GROUND CONNECTION ON ANY STRUCTURAl.. STEEL FRAMING, REMOVE ALL PAINT, GREASE, RUST, ETC. LIGHTNING PROTECTION NOTES 1J. CONNECTIONS TO GROUND ROO SHAll BE MADE AT A PONT NOT LESS THAN 1'-0' BElOW FINISHED GRAOC AND 2' -0' AWAY FROM THE FOUNDATION WALL. 14. BOND WATERUNES (DOMESTIC &: fiRE) TO THE NEAREST STRUCTURAl.. STEEl, DOWN CONDUCTOR OR GROUND ROO. 15. NOT USED 16. All ADDITIONAL GROUNDING, OTHER THAN THAT SHOWN ON DRAWING, SHALL BE fURNISHED AND INSTAllED BY THE ELECTRICAL CONTRACTOR. 17. A UGHTNING ARRESTOR, PROTECTOR OR ANTENNA DISCHARGE UNIT SHAlL BE NSTALLED ON EACH ELECTRIC AN> TREPHONE SERVICE AND RADIO AN> TELMiION ANTENNA LfAD-IN BY OR OTHERS, PER NFPA-70. 1 B, SURGE lRANSIENT PROTECTION Of SERVICES (lVSS) SHALL BE PROVIDED BY OTHERS. (I.E. COMPUTERS, COPIERS, TElEPHONE, ETC.) 19. THE UGHTNING PROTECTION INSTAlUNG CONTRACTOR SHAlL PROVDE PHOTOS OR VIDEO OF THE INSTAllATION, INCLUDING, BUT NOT UtITED TO; MAST MOlMNG, BONDING CONNECTIONS (WATERUNE &: STRUCTURAl.. STEEl), DOWN CONDUCTORS, GROUND RODS/GRIDS AND All BURIED, CONCEALED DR INACCESSIBLE CONNECTIONS AND COMPONENTS. PHOTOS SHAll BE FORWARDED TO THE UGHTNNG PROTECTION EQUIPMENT MANUfACTURER. 20. A GROUND RESISTANT TEST, USING "FALl OF POTENTIAL" METHOD, SHAlL BE PERFORMED IMMEDIATELY AffiR DRMNG GROUND RODS. THE TEST RESULlS AND TEST DATE SHAlL BE INCLUDED ON THE fiNAl.. AS-BUILT DRAWING, AND THEN fORWARDED TO THE UGHTNING PROTECTION EQUIPMENT MANUFACTURER. 21. THE LPA-2005 AIR TERMINAl.. SHALl EXTEND 2D'-0. MIN. NmE All PROJECTIONS ON THE STRUCTURE IT IS PROTECTING. 22. LIGHTNING MASTS MAY REQUIRE GUY WIRES IN HIGH WIND AREAS. lHE INSTAlJJNG CONTRACTOR SHAlL DETERMINE NECESSITY OF GUY WIRES AT JOB Silt. GUY WIRES SHALl BE PROVIDED BY OTHERS. 2J. METAl..llC MASTS (ANTENNAS, FlAGPOlES, SATEWTE DISHES, METAL STACKS, ETC.) PROJECTING 5'-0' ABOVE T1-E FlNISHED ROOF MUST BE GROUNDED WITH MAN SIZE C~DUCTOR TO THE UGHTNING PROTECTION SYSTEM. 24. All MATERIAL MUST BE MANUFACTURED BY HEARY BROS. UGHTNING PROTECTKlN CO., INC. AND/OR ns DMSION UGHTNING PREVENTOR OF AMERICA, IN ORDER TO QUAUFY FOR Atrf MANUFACTURER'S GUARANTEES. fURTHER, ALL MATERIAL SHAlL BE PAID FOR IN fUll PRIOR TO ISSLW<<:E OF IH'( WARRANTIES/GUARANTEES. LIGHTNING PROTECTION MATERIALS EARLY STREAMER EMISSION ([S.E.) #LPA-2005, . AIR TERMINAL WITH 25'-0' ALUMINUM #LPA- 2025SB, ULTRAMAST AND PEDESTAL ATTACHMENT #LPA-PED5 COPPER UGHTNING PROTECTION CABLE #CCHB-2B-14 EXOTHERMIC WELD (TO IW5E OF DOME #CWH8-VS STRUCTURAL STEEL fRAMING) e--+ 10' FARADAY HEAD WATERUNE CONNECTOR #CMHB-97 (FIRE WATER &: DOMESTlC WATER) ---ill J/4' X 20'-0" COPPER80ND GROUND ~CGH8-107GR-20, ROD AND EXOTHERMIC WELD CWHB-GT \ 90' MINIMUM R=RADIUS OF BEND, B' (20Jmm~ + COPPER LIGHTNING CONDUCTOR GLUED TO SIDE OF PARAPIT BY ELECTRICAL CONTRACTOR EVERY 3S' (TYPICAU CONDUCTOR RUN ON SIDE OF PARAPIT (TYPICAU II II FARADAY 10' LIGHTNING HEAD (TYPICAU NOTES 1. THE CONSTRUCTION OF THE STRUCTURE ON WHICH THE STEEL MOUNTING PEDESTAL IS TO BE ANCHORED, MUST BE STRONG ENOUGH TO WITHSTAND HURRICANE FORCE WINDS. STRUCTURAL ENGINEER MUST VERIFY. 2. ACTUAL MOUNTING METHOD MAY VA~ DUE TO ACTUAL J08SITE CONDITIONS. 3. THE DOME STRUCTURAL STEEL SHALL BE USED IN UEU OF UGHTNING PROTECTION DOWN CONDUCTORS. COPPER DOWN CONDUCTORS SHALL BE ATIACHED TO THE BASE OF THE DOME STEEl. FRAMING, AND ROUTED IN 1 1/4. PVC CONDUIT TO DELTA GRIDS. II ] j ARRESTOR FARADAY 10' LIGHTNING HEAD (TYPICAU GLUE FITTING ROOF COPPER LIGHTNING CONDUCTOR GLUED TO ROOF BY ELECTRICAL CONTRACTOR EVERY 36' (TYPICAU RUN OFF EDGE OF ROOF AND LOOP DOWN TO WAll.. AND THEN DOWN TO LOWER ROOF <::JI> I 1 f I II FARADAY 10' LIGHTNING HEAD (TYPICAU 2005 UGHTNING PREVENTOR AIR TERMINAL ILPA-2005 ~SUPPORT TO BUILDING AS REQUIRED / OR AS NEEDED PER MANUFACTURER 'LIGHTNING PREVENTOR' NAMEPLATE TOP OF ROOF FARADAY 10' LIGHTNING HEAD (TYPICAU GLUE HEAD TO TILE ROOF I h""- II t= II L r- I ~ LIGHTNING PROTECTION PLAN / /.~ /d'" (,/[ I I I SCALE: 1/16" = 1'-0. BPRC Submital: Date Plotted: January 10, 2005 Date Issued: Revisions: E o Ol~ ~9. 'U~ (5@ 0<0 CY,8 ON <0 ' '0 w~ ~c ~ 0 0- --, ./ VI .. __ c ~O .~'U e CD a..- ./- ..0 ;) 0::: I l 1 1/4" NC CONDUIT CONCEAlED IN BUILDING WALL COLUMN (EXTERIOR WALL) CABLE CONNECTOR #HB-57C TEST WELL BY ALL SOUTH COPPER CONDUCTOR ICCHB-2B-14C 10' -0" MIN. lYPlCAL EXOTHERMIC WELD (TYP.) ICWHB-GT 5/B"x2o' -0' COPPER80ND GROUND ROD (TYP.) #CGHB-107GR-20 LIGHTNING PROTECTION GROUNDING 1 NTS SYMBOL tillIES; 1. PROVIDE ~DlNG CONNECTION TO WATERUNE (FIRE &: DOMESnC) AND CONNECT COPPER C'JBLE ICCHB-2B-14 TO NEAREST DOWN CONDUCTOR, GROUND ROD OR STRUClURAI.. STEEl. FRAMEWORK. 2. PRlMDE BONDING CONNECTION TO STRUCTURAl.. STEEL OR REBAR AT EACH DOWN CONDUCTOR, AND CONNECT COPPER CABLE #CCHB-2B-14 TO NEAREST DOWN CONDUCTOR OR GROUND ROD. J. THE UGHTNING PROTECTION SYSTDA INSTAlliNG CONTRACTOR SHALL PERFORM A RESlSTANCE-TO-GROUND TEST IMMEDIATELY AFTER DRMNG GROUND RODS. THE TEST RESUllS FOR EACH GROUND ROD SHALL BE RECORDED ON THE AS-BUilT DRAWING AND fORWARDED TO THE UGHTNIM: PROTECllON EQUIPMENT MANUFACTURER. 4. THE UGHTNING PROTECTION INSTAlliNG CONTRACTOR SHALL PROVIDE PHOTOS OF THE INSTAllATION, INCLUDING BUT NOT UMIIED TO; MAST MOUNTNG, BONDING CONNECTIONS (WATERUNES &: STRUCTURAL STEEL), DOWN CONDUCTORS, GRCllND ROIlS/GRIDS, AND All BURIED, CONCEAl..ED OR INACCESSIBLE CONNECTIONS AND COMPONENTS. PHOTOS SHALL BE FORWARDED TO THE LIGH1NING PROTECTION EQUIPMENT MANUFACTURER. Keyplan A A A A A B H ROOF UGHTNING CABLE SHAl..L REMAIN IN A HORIZONTAL OR DOWN- WARD PATH AVOIDING 'u' &: 'Y' POCKETS (DOWN &: UP). NO BEND Of A CONDUCTOR SI-W.l. FORM AN INCLUDED ANGLE Of lESS THAN 90 DEGREES OR HAVE A RADIUS OF BEND LESS THAN B INCHES. WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fox 850-231-3553 @2oo3THESEPLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. [$!N5UCnNU NC1INfE-:RINC1 .......f.-n ROUP INC. IN11:RNA-rIONAL- ~~~ <an=f) \]\~~ FLA. ST A lEi EB 100007712 8840 N. FURIDA AVE. EHAIL. CEli@T AMPABA Y,RR.C~ TAMPA, FLDRIDA 33618 E.c. MANTHEI PE 130009 CEli! CDI'I'llssllll'1 N""lIlert 04--'Jll 20' -0' ALUMINUM MAST #LPA-2020SB / PROVIDE CUSTOM DESIGNED STANDOFF BRACKEIS QUANITY AS REQUIRED FOR 125 MPH WIND LOAD. CONSULT STRUCTURAl.. ENGINEER FOR DESIGN LENGHT OF STANDOFF TO CLEAR ROOF OVERHANG -1,,' ROOf CUSTOM LIGHTNING MAST NTS SYMBOL . ","td"'4 -.<:t,,,c.tt "Q }:, <;:~~ g,. ';$." ,,.. r:: t>, l ."'" (-'-.?)h;;;~l)t<:t~<?t gfj;~~2J~~rrer PROJECT NO. 03540 03540 CONSTRUCTION DOCUMENTS 100% ~ PROTECTION PLAN E-50 1 ~\RE ALARM GENERAL NOTES: ~ POLARITY OF SMOKE DETECTORS, SPEAKERS. UGHTS AND ETC, \. ~'~rr. TAP WIRING CONNECTIONS UNlESS SHOWN, I). 00 ~RES MUST TEST FREE OF GROUNDS AND SHORTS. 3. ~BlE SHIELDS MUST TEST FREE OF OOQ\JNOS AND SHORTS, TERMINATE SHiELDS IN FAcP ONLY. :. MAR< SPARE WIRES WITH "SPARE" AND TERMINATE IN AN APPROVED MANNER. 6. MAR< AlL WIRES WITH ZONE OR CrRCUlT DESIGNATiONS, I.e. ZONE 2 WIRES W1U. BE MARKED? (TYPICAL AU. ZONES AND CIRCUITS). 7. AU. WIRE MARKERS AND STRIPES MUST BE VISIBLE IN ALL JUNCTION. DEVICE AND CONTROL BOXES. 8. DO NOT RUN CIRCUITS INTO BOTTOM OR SIDES OF CONTROL EQUIPMENT. 9. THE INSTAUER SHALL CONTACT VENDOR AT LEAST (6) FIVE DAYS PRIOR TO ANY DESIRED CHECK-QUT TO AJ.JfJW FOR SCHEDUUNG OF THE TECI-NICIANS 10. THEINSTALLI PERSON MU CONTROL P 11. ALL SMOKE NOTE: PHOT UNTil JUST CONSTRUCT WHICH ARE 12. EXACT DEV 13. RELAYS, RELA DEVICe. NG COMPACT SHALL MAKE AVAIlABLE THE INSTALLER FOR WtRING THE SYSTEM. THIS PANEL ST BE PRESENT AT FINAL CHECKOUT TO IDENTIFY AlL WIRES LEADING INTO THE "F UNIl' ANa cor.'M - DETECTORS ARE TO BE PROTECTED FROM JOB SITE ElEMENTS UNTIL FINAL CHECKOUT. OELECTAIC AND IONIZATION DETECTOR HEADS SHOULD NOT BE INSTALLED IN THE BASES PRIOR TO THE FINAL SYSTEM TESTS. DUST. PAINTS AND OTHER CONTAMINANTS FROM ION MAY DAMAGE THESE DEVICES AND REQUtRE fACTORY CLEANING OR REPLACEMENT r c. (CCMlUTEPITELEP l:lKU PART OF THE 'SIMPLEX SYSTEM WARRANTY". ICE LOCATIONS ARE SHOWN ON CONTRACT DRAWINGS. 1" C. (TELEVISION) Y lAMS AND CONTROL ZAMS SHALL BE LOCATED WITHIN (3) THREE FEET OF CONTAOUED -- -- -r- PANEL 'F UNIT eot..'M - /' l.$TEC STRUCruFl!O WIRING Nt;1WORl( '\ WNW. USTECNET.coM SERIES TGSSODAR COMPLETE WITH 1" c. (CCMlUTEPITELEP 1-cA1V1ANTENNA INPUT 8-EXTERNAL COAX fEB)S 1" C. craEVlSlON) 8-INfERNAL COAX FEEDS 1-RF AMPUFlER WITH COM SURGE PROTECTION Ha.EPHONV INPUT MODULE WITH SURGE PFlOECTION 12-TELEA<<>NE PORTS B.EV~TORS 1-OVER.OAO PROTECTED LV!DC POWER SUPPLY AU. 1V OUTI.ETS SHALL BE TECPORTS WITH INTERNAL. AND 1V JACKS ~. AU. TEL.EHONE SHAU.. SE TECPORTS WITH 1'El.EPHONI:/DATA JACKS ~ PANEL WIRING SHALl BE PEA MANUFACTUFIER WITH flG-6 COAXIAL AN[) CATAGlJRY 6-24AWG 1WlSTED PAJRS 'F UNrr ~ AU. EQUIPMENT SHALL BE IN FUJSH t.()UNTEO CABINET WITH DOOR eot..'M CONTACT: USTEC, 100 AAWSON ROAD, SUITE 206, VICTOR, NEW YOA<. 14664 TELEPHONE: 1BOO.8362312 OR WEBSlTE: 'IIIVM. USTECNET.coM (TYPICAL AU. UNITS) ~ 3/.~. TO- 1 -fJ~ c. (COWU1ERITB.S'H 'TaEPHONE 11/4" c. ~S~~: ROOM ~- PANE\.. '-- 'F UNIl' I- eot..'M 1 'W!C.~NE) ,. 11/2' C. (l'ELEVISI_.., --- PANEL ~m PANEL. a.ue HOUSE' 'E UNIT' ~ @] IT~l COt.N 1"C.~ 1- 'Zc.~ f C. -(TELEVISION) 'Z C. (TELEVISION) COMMUNICATION SYSTEM CODED NOTES: OJ PLYWOOD TERMINATION BOARD FOR TN. SPLITTERS AMPLIFIERS, BOLT TO WAlL AND PAINT SHIPS GRAY. m TERMINATE ALL CONDUITS AT TOP OR BOTTOM OF BOARD WITH INSULATED BUSHING. III MAN40LE OR PULL BOX , SEE SITE PLAN. o CONTRACTOR SHAll.. PRE-WIRE AlL UNITS AND MAKE FINAL TERMINATIONS INCLUDING OUTLETS. PROVIDE AMPUFIERS 1 SPUTTERS AS REQUIRED. m CONDUiTS WITH CABLES, (SEE SITE PlAN). [!J TO PROPERTY UNE. STUBBED INTO EQUIPMENT ROOM AS SHOWN, CAP. SEAL AND MARK LOCATION IN FIElD. m PLYWOOD TERMINAllON BOARD FOR TELEPHONE. BOLT TO WALL AND PAINT SHIPS GRAY. [[] TERMINATE AU. CONDUITS AT TOP OR BOTTOM OF BOARD WITH INSULATED BUSHING. ill MAN-lCLE OR PUlL BOX , SEE SITE PlAN. @} CONTRACTOR SHAll. PRE-WIRE All.. UNITS AND MAKE FINAL TERM1NATIONS INCLUDING OUTLETS. PROVIDE PUNCH DOWN BLOCKS, GROUNDtNG PER TELEPHONE COMPANY REQUIREMENTS. t]] CONDUITS WITH CABlES, (SEE SITE PLAN). @] TO PROPERTY UNE. STUBBED INTO EQUIPMENT ROOM AS SHOWN. CAP, SEAL AND MARK LOCATION IN FIElD. @] EACH OUTLET SHALL BE WIRED FOR BOTH TELEPHONE AND COMPUTER FOR INTERNET HIGH SPEED ACCESS. WI RE WITH 2- 6 PAIR CAT. V CABlES; VERIFY WITH ARCHITECT AND LOCAL ACCESS COMPANIES FOR ADDITIONAL REOUlREMENTS. PROVIDE ALL OUTlETS WITH JACKS. [ill PROVIDE 5/8' x 20'-0' COPPER CLAD DRIVEN STEEl. GROUND ROD AT EACH TElEPHONE BOARD. BOND WITH f8 CONDUCTOR TQ ROO, BUIlJ)ING STea AND METALLIC COLD WATER PIPlNG. LEAVE 6'-0' OF WIRE SLACK AT BOARD. @ BOARDS SHALL BE TOP 6'-0' AFF. AND BOTTOM 2'-0' AFF. - SEE PlANS FOR LENGTH. PANEL 'G 1.tI1l' <XMot PANEL 'C 1.tIIT' COMM. PANEL '8 UNIT' eot..'M PANEL 'A UNIT COM\\ PANEL 'A. UNIT' cot.M PANEL 'A. UNIT' eot.M PANEL PANEL PANEL PAtEL 3t 'A UNIT' 'A UNIl' 'B UNIl' 'H 1.tIIT' TO C()tM ~ C()tA'.t. I- COM'.4. I- COMM. - 1--- -- -- PANE\.. PNolEl.. PANEL. PAtEl. 3# 'AUNIT' 'A UNIl' 'B UNIl' 'H UNIT' TO 00tJM ~ COw.4. ~ COMM. - COMM. - - -- Mi~ PANS- PANEL PANEL PNEL ~ 'A UNIl' 'A UNIl' 'B UNIT' 'H UNIT' 3/ COMM - COw.4. ~ COtJM - cow. TO al4"C. TO ROOM - PANEL PMIEL PANEL PAN3.. TO 'A UNIl' ~ 'A UNIl' 'B UNll' I- 'H LNT' I- COMM. COMM. COMM COtM lSEE T1PICAL OOOJIT FlOOR I TO FlOOR' (THIS SHEET) - --- - 1----- --.-- --- --1 PANEl.. PAte. PANEL. PAtEL .-/' '1. UNIT' I- 'A UNIl' 'B UNIT' I- 'H UNIT' - COtJM COt.N COMM. COMM. ~ ~ . 1 1 1 TO NEAFES'T AECPT. (TVP~ PANEl. 'Q UNll' COM. PAte. C UNIT' COMM. PANEL 'BUNlT' CCMot PANEL 'A UNIT' cow.t PANEL 'A UNIT COMM. PANEL 'A UNIT' cotJM. .. 1 1/4"C. PANEl. 'Q UNIl' C()tM. PANEL C UNlT' COMM. PANEL 9 UNIT' CCMA. PANEL 'A UN'" C()M'.t. PANEL 'A UNIT' COttN PANEL 'A UNIT' COtJM. PANEl. 'Q UNIT' CCMA. PANEL C UNIT' COMM. PANEL '8 UNIl' COMM. IWIEL 'A UNJ1' C()M'.t. PANEL 'A UN/l' COMM. PANEL 'A UNIT' C(WM. THIRO FLOOR THIRD FLOOR [[l [II 11 III [!] OJ m [II OJ TV IEL 1EL .IV ~ ~ till [@ cPMM. R)()M, "B' (I) COMM.l=OOM. 'A' m ~---~ ~--~ -- --- -- -- ~~~-- --- - Keyplan A A A A A pANEL 'D UIIIT' COM. PANEL C UNIT' COMM. PANEL 'B UNIT' CCM.4. 1 1 COMM. ROOM. "B' .. PANEL 'A UNIl' COMM. PANEl. 'A UNIT' cot.t.t PANEL 'A u.lIT' COMM. 1 1 1 COMM. ROOM. 'A' c:J 11 ANNUNCIATOR PARKING LEVEL EAST WEATHERPROOF ENCLOSURE (FLUSH) m JfI) l '-lill-; rn t '-I ~@] I.@] 3/,.- CONDUIT TO F/A DEVICES THIS FlDOR ~' C. (FIFE :I;' COI<<lUIT F/A DEVICES ms R.OOR r c. FIRE ALARM) 4" CONDUIT F/A DB'ICES THIS FlOOR 1" C. fIfE AI.APM I.' CONDUIT F/A DEVICES THIS FlOOR 11/4' C. (FIFE AI.AfM 3/4" C()N)VIT F/A DEVICES THIS R.OOR 11/4" C. (FIFE ~ 3/4' CONDUIT TO FJA DEVICES lHlS R.OOR 1 1/2" C. ftRE AI.AIM 3/,.- CONDUIT TO F/A DEVICES lHlS A.OOR 3/4' C. TO TEL BOARD FOR AUTO- DIALER l-___ -- ~--l 6TH FLOOR (TYPICAL OF 4) FA/.Tr3 ____I aAV. P. ROOM 3/4'C. TO TE1.EPHONE ROOM SIXTH FLOOR FIFTH FLOOR FOURTH FLOOR RRE ALARM R.USH .M<<iT1ON JUNCTION eox. LOCATED IN TRASH ROOM 12'l<18'tB' DEEP. lOCAlE IN COtOErE POUR. INCLUDING CONDUITS (TYPICAL) THIfI) FLOOR EAST 3110 - 1/'l'C. SPO 30/2 FA. 20A PAINT RED 3#10 - 1/Z'C. FACP (SURFACE) #10, CONNECT AHEAD OF MAIN OF PANEL "HPA. 3/4' CONDUiT TO F/A DEVICES 2ND FLOOR 1 3/4' CONDUIT TO F/A DEVICES 1ST FLOOR SEE MECHANICAL PLANS FOR EXACT LOCA llON AND OUANITY THIRD FLOOR SECOND FLOOR FI FiST FLOOR CONMJNCATIONS SYSTEM RISER SCALE: NONE WALTON H. CHANCEY & ASSOCIATES ARCHITECTS PA CHr5IJ..l1NU NuIN~eRINu -+- ROUP INC, INfeRNAflON,Al. THE RESIDENCES AT 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E cty Hwy 3O-A Suite 108 Seogrove Beach. Fl 32459 Phone 850-231-2057 Fax 850-231-3553 wr:' <8 ~ t1.t\alFfJ. ~ EMAD..I CE~Tt\IftM'(.RItC1It TNPA. FUR1DA 33618 B. JDaMD JIE IS3636 t:E6I CcMsslDn ......,. 04-911 WINDWARD PASSAGE {) ~~ \fJ4~1 · . 2003lHESe PlANS ARE COPYRlGHrED AND ARE SUBJECT TO COI'Y1lIGHl' PRO-n:cnoN ;.s AND 'ARCHlIECTl.IRAl WORK:' UNDER SECllON 10'2 Of THE COPYRIGHT ACT, ,roso. AS AMENDED OECEMlER, 191>0 AND tNOWt>l ;.s ARCHIfECl1JRAl. WORKS COPYRIGHT PROTECIION ACT Of '990 THE PROlECIlON INCWDES BUT IS NOT UMrTEO 10 THE OVERAU. FORM;.s WELl;.s lHE ARRANGEMENT AND coMPosmor; Of SPACES AND B.EMENlS OF THE DESIGN. PROJECT NO. 03540 TYPICAL 00t0IT FLOOR TO A.OOR 'IV V' FlTTINGI tv ~=~ & CONTRACTOR SHALL SUBMIT FULL WORKING CONDUIT AND WIRING INSTALLATION DRAWING AS PART OR SHOP DRAWINGS FOR FIRE ALARM THE FIRE ALARM SYSTEM MUST PROVIDE 70db SOUND LEVEL AT PILLOW OF EACH BED. CONTRACTOR SHAU. ADD ADDITIONAL DEVICES IF REQUIRED AT NO COST TO OWNER TO MEET THIS REQUIREMENT J BPRC Submital: Date Plotted: May 18, 2005 Date Issued: Revisions: &. Addendum #2 - Febuary 14, 2005 A\ Bldg Dept Comments May 18,2005 03540 CONSTRUCTION DOCUMENTS 100% COMMUNICATIONS SYSTEM RISER E-600 XREFS: ETTLB TTLB FIRE ALARM GENERAL NOTES: 1. OBSERVE POLARITY OF SMOKE DETECTORS, SPEAKERS, LIGHTS AND ETC, 2. DO NOT "T" TAP WIRING CONNECTIONS UNLESS SHOWN. 3. ALL WI RES MUST TEST FREE OF GROUNDS AND SHORTS. 4. CABLE SHIELDS MUST TEST FREE OF GROUNDS AND SHORTS. TERMINATE SHIELDS IN FACP ONLY, 5. MARK SPARE WIRES WITH "SPARE" AND TERMINATE IN AN APPROVED MANNER. 6. MARK ALL WIRES WITH ZONE OR CIRCUIT DESIGNATIONS, Le, ZONE 2 WIRES WILL BE MARKED '2" (TYPICAL ALL ZONES AND CIRCUITS). 7. ALL WIRE MARKERS AND STRIPES MUST BE VISIBLE IN ALL JUNCTION, DEVICE AND CONTROL BOXES. 8. DO NOT RUN CIRCUITS INTO BOTTOM OR SIDES OF CONTROL EQUIPMENT. 9. THE INSTALLER SHALL CONTACT VENDOR AT LEAST (5) FIVE AYS PRIOR TO ANY DESIRED CHECK-0UT TO ALLOW FOR SCHEDULING OF THE TECHNICIANS ' 10. THE INSTALLING COMPACT SHALL MAKE AVAILABLE THE INS . ~LLER FOR WIRING THE SYSTEM. THIS PERSON MUST BE PRESENT AT FINAL CHECKOUT TO IDENTIFY, ~LL WIRES LEADING INTO THE CONTROL PANEL ., 11. ALL SMOKE DETECTORS ARE TO BE PROTECTED FROM JOB Sl"i~ . LEMENTS UNTIL FINAL CHECKOUT. NOTE: PHOTOELECTRIC AND IONIZATION DETECTOR HEADS SHO; NOT BE INSTALLED IN THE BASES UNTIL JUST PRIOR TO THE FINAL SYSTEM TESTS. DUST, PAINTS A OTHER CONTAMINANTS FROM CONSTRUCTION MAY DAMAGE THESE DEVICES AND REQUIRE FAC Y CLEANING OR REPLACEMENT WHICH ARE NOT PART OF THE 'SIMPLEX SYSTEM WARRANTY'. 12. EXACT DEVICE LOCATIONS ARE SHOWN ON CONTRACT DRAWINGS. 13. RELAYS, RELAY lAMS AND CONTROL ZAMS SHALL BE LOCATED WITHIN THREE FEET OF CONTROLLED DEVICE. CONTRACTOR SHALL SUBMIT FULL WORKING CONDUIT AND WIRING INSTALLATION DRAWING AS PART OR SHOP DRAWINGS FOR FIRE ALARM THE FIRE ALARM SYSTEM MUST PROVIDE 70db SOUND LEVEL AT PILLOW OF EACH BED. CONTRACTOR SHALL ADD ADDITIONAL DEVICES IF REQUIRED AT NO COST TO OWNER TO MEET THIS REQUIREMENT l' C. (COIvPUTER!TE~PHONE) l' C. (TElEVISION) USTEC STRUCTURED WIRING NETWORK WWW.USTECNET.coM SERIES TGSBOOAR COMPLETE WITH 1-CATV/ANTENNA INPUT B-EXTERNAL COAX FEEDS B-1 NTERNAL COAX FEEDS 1-RF AMPLIFIER WITH COAX SURGE PROTECTION HELEPHONY INPUT MODULE WITH SURGE PROECTION 12- TELEPHONE PORTS l-oVERLOAD PROTECTED LV/DC POWER SUPPLY ALL TV OUTLETS SHALL BE TECPORTS WITH INTERNAL AND TV JACKS ALL TELEHONE SHALL BE TECPORTS WITH TELEPHONE/DATA JACKS WIRING SHALL BE PER MANUFACTURER WITH RG-6 COAXIAL AND CATAGORY 5-24AWG TWISTED PAIRS ALL EQUIPMENT SHALL BE IN FLUSH MOUNTED CABINET WITH DOOR CONTACT: USTEC. 100 RAWSON ROAD, SUITE 205, VICTOR, NEW YORK, 14564 TELEPHONE: 18008362312 OR WEBSITE: WWW. USTECNET.coM (TYPICAL ALL UNITS) 1" C. (COIvPUTER/TE~PHONE) " l' C. (TElEVISION) :~~ :l"1 ~~6~E 11/4' C. lCO~~PHONE) ROOM 1 1/4' C. (TE~VIS~: .~\ '-- 1 1/'Z C. (COtvl'UTER{TE~PHONE) 1 1/2' C. (TElEVISION, PANB.. 'CLUB HOUSE' \ilm ~@]@] 1" C. lCOMPUTER/TE~PHONE) - ~ C. lCOtvl'UTER/TElEPHONEl l' C. (TELEVISION) 2' C. (TELEVISION) COMMUNICATION SYSTEM CODED NOTES: OJ PLYWOOD TERMINATION BOARD FOR T.Y. SPLITTERS AMPLIFIERS, BOLT TO WALL AND PAINT SHIPS GRAY. m [II 8] m rn [I] m ~ @] TERMINATE ALL CONDUITS AT TOP OR BOTTOM OF BOARD WITH INSULATED BUSHING. MANHOLE OR PULL BOX, SEE SITE PLAN. CONTRACTOR SHALL PRE-WIRE ALL UNITS AND MAKE FINAL TERMINATIONS INCLUDING OUTLETS. PROVIDE AMPLIFIERS / SPLITTERS AS REQUIRED. CONDUITS WITH CABLES, (SEE SITE PLAN). TO PROPERTY LI NE. STUBBED INTO EQUI PMENT ROOM AS SHOWN. CAP, SEAL AND MARK LOCATION IN FIELD. PLYWOOD TERMINATION BOARD FOR TELEPHONE. BOLT TO WALL AND PAINT SHIPS GRAY. TERMINATE ALL CONDUITS AT TOP OR BOTTOM OF BOARD WITH INSULATED BUSHING, MANHOLE OR PULL BOX, SEE SITE PLAN. CONTRACTOR SHALL PRE-WIRE ALL UNITS AND MAKE FINAL TERMINATIONS INCLUDING OUTLETS. PROVIDE PUNCH DOWN BLOCKS. GROUNDING PER TELEPHONE COMPANY REQUIREMENTS. CONDUITS WITH CABLES, (SEE SITE PLAN), TO PROPERTY LI NE. STUBBED INTO EQUI PMENT ROOM AS SHOWN. CAP, SEAL AND MARK LOCATION IN FIELD. EACH OUTLET SHALL BE WIRED FOR BOTH TELEPHONE AND COMPUTER FOR INTERNET HIGH SPEED ACCESS. WIRE WITH 2- 6 PAIR CAT. V CABLES. VERIFY WITH ARCHITECT AND LOCAL ACCESS COMPANIES FOR ADDITIONAL REQUIREMENTS. PROVIDE ALL OUTLETS WITH JACKS. PROVIDE 5/8' x 20'-0' COPPER CLAD DRIVEN STEEL GROUND ROD AT EACH TELEPHONE BOARD. BOND WITH #6 CONDUCTOR TO ROD, BUILDING STEEL AND METALLIC COLD WATER PIPING. LEAVE 6'-0" OF WIRE SLACK AT BOARD. BOARDS SHALL BE TOP 6'-0' AF.F. AND BOTTOM 2'-0" AF.F. - SEE PLANS FOR LENGTH. PANB.....~~ PANEL 'C UNIT I ~ ~'B UNIT COMM. COMM. "0' :'\:;~ ~~~ 11 "'1{, 11 11 ..~, , "~i~~ , , COMM. ROOM. 'A' "~ ..~~ PANEL 'F UNIT COMM. PANEL 'G UNI T COM\1. PANEL 'C UNIT COMM. PANEL 'B UNIT' COMM. PANEL 'A UNIT COM\1. PANEL 'A UNIT' COMM. PANEL 'A UNIT' COM\1. PANEL 'A UNIT' COMM. 3/4' CONDUIT TO F/A DEVICES lHlS FLOOR 3/4' C. (FIR: ALAR PANEL 'A UNIT' COWM PANB.. 'B UNIT' COWM PAt-EL 'H UNI T' COMM. 3/4' COIIDUIT TO F/A DEVICES lHlS FLOOR 6TH FLOOR (TYPICAL OF 4) FNJB ElEV. EQUIP. ROOM 3/4"C, TO TE~PHONE ROOM SIXTH FLOOR FIFTH FLOOR FOURTH FLOOR FIRE ALARM FLUSH JUNCTION JUNCTION 80)(, LOCATED IN TRASH ROOM. 12"x18"Jdl" DEEP. LOCATE IN collCRETE POUR, INCLUDING CONDUITS (TYPICAL.) [ill [ill ~ [El ~ OJ 3 "3E ~ 0 .- '" ~o E':'-: 2@ U> >-l.() Vll8 8'" -.0 ' , 0 L.U~ ';:::c ~ 0 0.. -, /' U> .. +- C UO (j) .~"O Q (j) a.. +- /'+- .. 0 uo: Keyplan 1- PANEL 'F UNIT' COMM. PANEL 'G UNIT' COM\1. PANB.. 'C UNIT' COMM. PANEL 'B UNIT' COMM. - PANEL 'F UNIT' COMM. PANEL 'G UNIT' COM\1. PANEL 'C UNIT COMM. PANEL 'B UNIT' COMM. m '~~. . '~EL ~A~~ CXl~ '-.. CXltoN '" ~ ~ t~ PANEL 'B UNIT' COMM. PANEL 'C UNI T' COMM. PANEL 'E UNIT' COMM. PANEL o UNIT' COM\1. 1 1 COMM. ROOM. "B" .. THIRD FLOOR m m OJ [I] TV TEL [ill ~ 14 COMM. ROOM. "B" A A A A A B H PANEL 'A UNIT' COM\1. PANEL 'A UNIT' COMM. PANEL 'A UNIT' COt.'M. PANEL 'A UNIT' COMM. PANEL 'A UNIT' COt.'M. PANEL 'A UNIT' COMM. PANEL 'A UNIT' COM\1. PANEL 'A UNIT' COMM. PANEL 'A UNI T' COt.'M. PANEL 'A UNIT' COMM. PANEL 'A UNIT' COt.'M. PANEL 'A UNIT' COMM. PANEL 'A UNIT' COM\1. PANEL 'A UNIT' COMM. PANEL 'A UNIT' COM\1. PANEL 'A UNIT' COMM. l' C. FIRE ~RM) PANEL 'A UNIT' COWM PANEL 'B UNIT' COWM PAt-EL 'H UNIT' COMM. 3/4' CONDUIT TO F/A DEVICES lHlS FLOOR 1" C. FIRE ~RM) ElEV TORS PANEL 'A UNIT' COWM PANEL 'B UNIT' COWM PAt-EL 'H UNIT' COMM. 3/4" CONDUIT TO FlA DEVICES lHlS FLOOR 3/4"C. TO TE~PHOIIE ROOM 1 1/4' C. (FIRE ALARM) PANEL 'A UNIT' COWM PANB.. 'B UNIT' COWM PAt-EL 'H UNIT' COMM. 3/4" COIIDUIT TO F/A DEVICES lHlS FLOOR 1 1/4. C. (FIRE ALARM) PANEL 'A UNIT' COWM PANEL 'B UNIT' COWM PAt-EL 'H UNIT' COMM. 3/4' CONDUIT TO F/A DEVICES lHlS FLOOR 1 1 11 11 11 14 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003lHESE PlAHS ARE COPYRIGHTED AHD ARE SUBJECT TO COPYRIGHT PROTECTION AS AHD '.ARCH'TECTURAL WORK'. UNDER SECTION 102 OF THE COPYRIGHT ACT 17USO. AS AMENDED DECEMBER. 1990 AHD KHOWH AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS TI1E ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 1 1/'Z C. (FIRE ~RM) TO NEAFEST R:CPT. (TYP) 3/4' CONDUIT TO F/A DEVICES lHlS FLOOR 1 1/4"C. 3/4' C. TO TEL BOARD FOR AUTO- DIALER THIRD FLOOR (I] [I] OJ lHlRD FLOOR EAST 3#10 - 1/2"C. SPD FACP (SURFACE) 30/2 FA. 20A PAINT RED 3#10 - 1/2'C. #10, CONNECT AHEAD OF MAl N OF PANEL "HPA" TEL TV [ill 3/4" CONDUIT TO F/A DEVICES I 2ND FLOOR m COMM. ROOM. 'A" ~ m 5 11 c:J .t 3/4" CONDUIT TO F/A DEVICES 1ST FLOOR ANNUNCIATOR PARKI NG LEVEL EAST WEATHERPROOF ENCLOSURE (FLUSH) J[II J[[] l '-1m --l ~ l '-- I ---1 [ill l{ill COMMUNICATIONS SYSTEM RISER SCALE : NONE ( ;i)/F, .r:t:;2)WW,~. ,. ...... . ".o~~"i;~;~/tt:$'C~ /fw..^,.:Y C$,,"k;>f:7;?<: [~r~jLnNG Ii NCiINE:E:RINCi --"!j- ROUP INC. IN11:--RNA-rIONAL-_ PtllNE' (813) 936.0796 FLA. .YtoTIfl. (lM~OOZ~~ FA)(, (813) 936.0799 EMAIlI CEGl!T AMPABA Y .RR.cOM T AIf'A, FLORIDA 33618 E.c. MANTHEI PE 1:DlD9 CEGI COPIl'IIsslon NlA'lber' 04-911 ..~ .~ d. (i^' ",v- . I: -.- - ,~. <2...C n ' ..'Q l<. ,.. .. '<:t,~ ;;.' ";;$' .f"oIi . ...... t;} ~ #+ PROJECT NO, 03540 SECOND FLOOR BPRC Submital: Date Plotted: January 10, 2005 Date Issued: Revisions: CONSTRUCTI 1 COMMUNICA T RIS XREFS: me A_Drwg-lndx_2 A...Drwg-lndx Ol ~ o 9 -<( /' +- C Q) ~ U /' 'n ll' C .~ C. .... o o /' '- Q) 1_ Ole. o~ V) .. V)('i) ~@ "Oll) 08 ~N "0- .~ g 3: c o=> ...... It) .. ('i) C ~o 8"0 oQ) N::: ~.Q ll. Il. Nl'.: , , "NOT/CE: In addition to thH fC'quiremnnts \)'\ this permit, thHre maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water manag!-;ment districts, st?,te agencies, .;}f federal agencie::~." .- __-"1 ~ I I ~. L (/'- f /~' ~-......"'i:ii -g-.--- LOCATION MAP REVISION DESCRIPTION THE RESIDENCES AT '" ,,--. !j All UTftIT~f.-\, LOCATED Ur~DfRGRudNn ill AddendurT'l!_l~~, Jan 19,2005 BID CLARIFICATlONS~ SPECIFICATIONS CHANGES ONLY - NO DRAWINGS WERE REVISED 2 Addendum #2 - Feb 14,2005 BID CLARIFICATIONS - SEE DRAWING REVISIONS BELOW ffi 'Add;ndum #3 - March 30, 2005 CONTRACT NEGOTIATIONS & BUILDING DEPARTMENT COMMENTS - SEE REV/SED DRAWINGS AND SPECS ffi Bldg Dept Comm~;rt~ - May 18,2005 BUILDING DEPARTMENT COMMENTS - SEE REVISED DRAWINGS, BLDG DEPT COMMENT RESPONSES AND SPECS ill Bldg D~pt'C~~ments - June 20,2005 BUILDING DEPARTMENT COMMENTS - SEE REVISED DRAWINGS, BLDC D~;i7:~MMEN"i~~S~O~ES AN; SP'iC~-- - WINDWARD PASSAGE CONSTRUCTION DOCUMENTS W / REVISIONS 1, 2, 3 & 4 JUNE 20,2005 Case Number: FLD2003-11 059--202 WINDWARD PSG SET 1 - ARCHITECTURAL SET 1 - ARCHITECTURAL SET 2 - ENGINEERING - PlOWS LAlEST aRDT HIT ORA-.o PIIEWOOS LAlEST aJIINT ~ ORA. PlOWS LAlEST aRDT HIT ORA. PlOWS LAlEST aRDT HIT ORA. IDSIlItS RE\'ISICIt I!BD DAlE ru&R s:AlE HIT~~ JDSDS IDSICIt ISSlD DAlE s:AlE HIT IlfSIIPD IDSDG IDSICIt I!BD DAlE ru&R s:AlE HIT OEaPD IDSDG II:\tlICIt ISSlD DAlE ru&R s:AlE HIT IR.1lUrM 5 CJlI-.2Im ... ... 5 ..2105 .... 1/4"=1'-0" I. 2,3,4.. .... A-DOl NO SCAlE COVER SHEET 4 A-428 ClU BHOUSE ENLARGE SCALE FP - SaiEDULES 2.3.4 5 05-18-2105 A-002 NO SCALE ..COVER SHEET - SET 2 - ENGlNEERING 4 05-18- 2005 1'-101 r=20'---0" STORM DRAIN PiPING A-003 ...... ... .1/4"=1'-0" ......... ...... 01-10-2005 NO SCALE STANDARD ABBREVlAllONS AND NOTES .... .... 2,4 05-18-2005 .A-::-429 ClU BHOUSE RCP ENlARGE SCALE RCP 4 05--'18.--?,(J05 P...l0Z 1/15'",1'...0" SANI1ARY WAsr PIPING ........ 01-10-2005 A-43Oo 1/4"=1'-0" ClUBHOUSE INTERIOR ELEVA llONS ,., 4 05-18-2005 S-001 1/16"=1'---0" PILE LAYOUT PLAN OHO-2005 P---103 1/16"=1'-0" PARKING CEIUNG PLAN ~ .... .~ "- ~... 07-24-2004 1 of 1 1"=30' * BOUNDRY & TOPOGRAPHIC SURVEY BY: KLEIN'" STAUB SURVEYING, INC. ~ 01-10-2005 A-43al 1/4"=1'-0" ClUBHOUSE INTERIOR ELEVA llONS 2 02-14-2005 S-002 VARIE.S PILE GAP DETAILS 01-10-2005 P---l04 1/16"=1'-0" LEVEL 2 - PLUM81NG 09-07-2004 1 of 1 1"=20' ... * DOCK PLAN BY: WOOD CONSUL llNG ~ 2,3 03-30-2005 A-43Oc 1/4"=1'-0" ELEVATOR LOBBY INTERIOR ELEVATIONS 01-10-2005 S-003 VARIES PIl.E CAP DETAILS 01...10...2005 p.nl05 1/16"",1'.:.0" LEVEL 3..6 .. PU!MBlNG '1-lk::12-2004 BY: NORll-tSIDE ENGINEERING ./ I... ... C1.1 NO SCALE * CIVIL SITE DATA 2 O2-14-20OS A-43Od 1/4"=1'-0" ELEVATOR LOBBY MAIL ROOM INTERIOR ELEVATIONS OHD-2005 S-100 1/16"=1'-0" FOUNOA 1l0N PLAN 4 05-1S-Z005 P-l06 1/16"=1'-0" ROOF PLAN I BY: NORll-tSIDE ENGINEE~ I.. .1/16" ",1'...c" .... . 1D-l~ C1.2 NO SCALE * CIVIL SITE SPEctRCA TIONS ,., 02...14...2005 S...200 2ND F1.00R DIMENSION PLAN .... ..... '10--12-2004 i,. I. -ak 1"=20' * DEMOUTION SITE PLAN BY: NO~~RING 01-10-2005 A-431 VARIES ENLARGED STAIR AND ELEVATOR PLANS AND SECTIONS 2 ... 02-14-2005 5-201 1/16"=1'-0" 2ND FLOOR REiNFORCING PLAN 01-10-2005 P-401 1/4"=1'-0' ENLARGED flOOR PLAN - UNIT A -LEVEL 3-6 .... ........ C3. ... 10-12-2004- 1"=20' * STAKING SllE PLAN BY: NOR ENGINEERING 3 03-30-20OS A-432 VARIES ENLARGED STAIR AND ELEVATOR PLANS AND SECTIONS 2 02---14'" ZOCS S"'300 1/16"",1' - 0" 3rd -- 5th FLOOR DIMENSiON PLN--l 01"'10"'2!.100 P-402 1/4""'1'---0" ENLARGED ~lOOR PLAN ... UNIT A .'Lt:\'t:L Z 1m ...1... .... .., 10-12-2004 C4.1 ~ * GRADING AND DRAINAGE SITE PLAN B~ll-tSlDE ENGINEERING OH0-20OS A-433 VARIES ENLARGED STAIR AND ELEVATOR PLANS AND SECTIONS ,., 02-14- 2005 S:::.301.... 1/16"=t'---C" 6th flOOR DIMEN::10N PLAN OHO-2005 P-4-D3 1/4"=1'-0" ENLAR(,,'€TJ FLOOR PI.AN --- UNIT B -LEVEL 3-6 .... ...... .... ...... 'm i. 10-12-2004 C5.1 1"=20' ~ * UTIUTIES SITE PlAN ~~: NORll-tSIDE ENGINEERING 01-10-20OS A-434 VARIES STAIR DETAILS 2 02-14-2005 5-302 1/16"=1'-0" ::Ira - 6th FLOOR REINFORCiNG PLAN OHO-2005 P---404, 1/4"=1'-0' ENLARGED flOOR PLAN - UNI1 8 ---LEVEL 2 .. ... ~ SITE DErAILS BY: NORll-tSIDE ENGINEERING ..... 10-12-2004 C6.1 VARIES 2 02...14.-- 2005 S-.400 1/10"'" r.. 0" F!.AT ROOF DIMENSiON PLAN 01---10.--2005 P...405 1/4"",,1'..0' ENI.ARGED flOOR PLAN .-- UNIT C ...I.EVEL 3"'0 .... .m.... (~EE S Jp-12-2004 CS1TF VARIES KA * CIVIL ETAILS BY: NORll-tSIDE ENGINEERING 2 02-14-20OS A-435 1/8"=1'-0" ENLARGED POOl RAISED PATIO PLAN 2 02-14-200S S-401 1/10'=1'-0" FLAT ROOF REINFORCING PLAN OHO-2005 P-406 1/4"=1'-0" ENLARGED FLOOR PLAN - UNIT C -LEVEL 2 PACK GE FO IL AND LANDSCAPE INFORMATION ... I. ..... . ....... . ....... _PIRATE 01-10-2005 A-436 1/80=1'-0" ENLARGED 2ND flOOR UNIT PAllO PLAN - PARKING COVER " 02...14...2005 5...402 1/11:1"=1'---0' SLOPE.D ROOF ~RAMING Pl.N--l 01...10..2005 P---407 1/4"",r..0' . ENLARGED FLOOR PLAN ... UNI1 0 ---LEVEL 2 .... .. L ........ 10-12-2004 L-l0l 1"=20' * LAND E SITE PL BY: DAVID CONNER AND ASSOCIATES, INC. 01-1 D- 2005 5- 500 NO SCALE COLUMN SCHEDULES OHO-2005 P-408 1/4"=1'-0' ENLARGED flOOR PLAN - UNI1 1: -LEVEL 2 ... m mNDSCAPE SITE DETAILS ---.......... 10-12-2004 L-l02 1"=10' BY: DAVID CONNER AND ASSOCIATES, INC. 3 5 OS-.D15 A-441 NO SCALE EXTERIOR DOOR & WINDOW SCHEDULES OJ-1o-2005 S-501 VARIES SHEARWAI.L OET AiLS OHO---2005 P-,~09 1/4"=1'-0' ENLARGED FLOOR PLAN - UNI r F ...LEVEl. 6 ...... .. I ..... 10-12-2004 .... L__l03 1"=20'~ * LANDSCAPE GRADING PLAN ~ BY: DAVID CONNER AND ASSOCIATES, INC. 5 ..2Imuu A-442 NO SCALE COMMON AREA - RNISH '" DOOR SCHEDULES 01-10---2005 S-502 VARIES SHEARWAl.L DETAiLS OHO-2005 P-410 1/4"=1'-0" ENLARGED FLOOR PI.AN --- UNIT F -LEVEL 4- & 5 ~S . c.... ... I.... . 'C . 10-12-2004 L-l04 * LANDSCAPE SITE DETAILS . DAVID CONNER AND ASSOCIATES, INC. 01-10- 2005 5-50::1 VARIES SHEARWALL DETAiLS OHO-2005 P---411 1/4"=1'-0' ENLARGED FLOOR PLAN - UNIT F -LEVEL 3 10-12-2004 L~ VARIES ... *L.ANDSCAPE SITE DETAILS BY: D CONNER AND ASSOCIATES, INC. 01-10-2005 A-451 1/8"=1'-0" SLAB PENElRA TION PLAN 01-.10-2005 Sn504 VARIES SHEA.i{WAI.L DETAil.S ..... ..... 1/4" ,,,1'00.0' ..... . ......... ... ...... .. ........u... 1 .......... 01...1{)...2005 P..41? ENI.ARGED F1.00R PLAN ... UNIT (;--LEVEL 6 BY: DAVID C-, AND ASSOCIATES, INC. .u.c' u. ... 10~~ L-l06 VARIES * LANDSCAPE SITE DETAILS 01-10- 200S A-452 1/8"=1'-0" SLAB PENElRA TION PLAN 01-1D-2005 S-505 VARIES SIlEARWAI.L DETAiLS OHO-2005 P-413 1/4"=1'---0" ENLARGED FLOOR PLAN - UNIT G -LEVEL 4 & 5 .. BY: DAVID CONNER ~SSOCIA TES, INC. 1/8"=1'-0" ...... 10- 04 L-201 VARIES *LANDSCAPE PLANTING NOTES'" DETAILS 2 02-14-20OS A-453 SLAB PENElRA TION PLAN 01..,1 !).. ZOOS 5...505 VARIES SHEARWALL DETAiLS 01...10... ZOOS P...414 1!4"=l'n.f)" ENLARGED flOOR PLAN ... UNIl G ...LEVEL :5 ....- -m-12- 2004 L-202 1"=20' *LANDSCAPE PLANTING PLAN BY: DAVID CONNER AND ASSOGllTES, INC. 01-10- 200S A-454 1/8"=1'-0" SLAB PENElRA TION PLAN 4- 05-18-2005 s-eoo VARIES .FOUNDATlON DETAILS OH(H005 P-415 1/4"=1'-0' ENl.ARGED FlOOR PLAN - UNIT H -LEVEL 3-6 ..... NOT ISSUED .... L-203 ... ...... ........ V..... VARIES *LANDSCAPE IRRIGATION NOTES & DETAILS (FUTURE DRAWING NOT INClUDED I~ SET) 01-10- 2005 A-455 1/8"=1'-0" SlAB PENElRA nON PLAN 4 05-18- 200S S-601 VARIES MASONRY OCrAll.S OHO-2!.105 P-416 1/4"=1'-0' ENLARGED FLOOR PLAN - UNIT H -LEVEL 2 ./' . .... ..... I....... NOT ISSUED L-204 1"=20'm *LANDSCAPEIRRIGA TION PLAN (FUTURE DRAWING NOTINa.UDEDINJHIS~ 1 01-10- 200S A-456 1/8"=1'-0" SLAB PENElRA TION PLAN 01...10.n2005 S.../OO VARIES PO:-;T 1ENSlON DETAILS 01'0010-- 2005 P...417 . 1/4"",1'...0" ENLARGED Fl.fJOR PLAN '-- CLUB ROOM I..' ...... .. 01-10-2005 5-701 VARIES POST TENSiON DETAILS 1"=20' A-SOl VARIES DETAILS .......... uuu. ... 2.3.4 05-1 B- 2005 A-l01 ARCHllECTURAL SITE PLAN 2.3 03-30-20OS 2 02,-14... ZOC5 S--.800 VARIES 5"fRUCfURAL DETAILS OHO...2U05 P"-501 NO SCALE PLUMBiNG NOlES & DETAil.S 4 05-1 B- 2005 A-l02 1/2"=1'-0" FENCE DETAILS 3 03-30-2005 A-502 I ... . VARIES DETAILS ,., 02-14-2005 S-801 VARIES STRUCTURAL DETAILS u. .. PLUMBiNG NOTES & DETAiLS 'u "- OHO-2005 P-502 NO SCALE ....... ........... ... 1/2"=1'-0" 4 05-1B-2005 .... A-l03 FENCE DETAILS 3 03-30-20OS A-503 VARIES DETAILS 01-!D-2005 5-802 VARIES S TRUCIURAL DETAILS A-l05 1/160=1'-0" . . 2.3.4 05-1 B- 2005 UFE SAFETY PLAN - LEVEL 1 & LEVEL 2 u..' 3 03-30-2005 A-504 VARIES DETAILS 2 02'0014--- 2005 S...803 VARIES STRUCTURAL DETAIL S 4 05---18-- 2005 p...90l NO SCAl.E Pl.UMBiNG ISOME1RICS 34 5 ..2105 A-l06 1/16"=1'-0" UFE SAFETY PLAN - LEVELS 3-6 & ROOF EXTERIOR DETAILS .. 01-10- 200S A-50S VARIES 2 02-14-2005 S-804 VARIES STRUCTURAL DETAILS OHO-2005 P-902 NO SCALE PLUMBiNG ISOMETRICS ........ ..... ..... ... 2 02-14-2005 A-506 VARIES EXTERIOR DETAILS 01n.l0...7005 S---90C VARIES S TRUC'I\JRAI.. NOlES 4 00...18...2005 P...9O:) NO SCALE PLUMBiNG ISOMURICS 2.4..... 05-18- 2005 A-Ill 1/16"=1'-0" FLOOR PLAN - LEVEL 1 3 03-30-2005 A-507 VARIES EXTERIOR DETAILS 01-10-2005 P-904- NO SCALE PLUMBiNG ISOME1RICS ... .... 1/16"=1'-0" ...... 3,4 05-1 B- 2005 A-112 FLOOR PLAN - LEVEL 2 2.3 03-30-20OS A-508 VARIES EXTERIOR DETAILS 4 05-18- 200S HOl /16" =1' -0" LEVEL 1 - PA.~KlNG uOHO...2U05 P-905 NO SCALE PLUMBiNG ISOMETRICS ......u. . u.u.. ... OHO-2005 A-113 1/16"=1'-0" FLOOR PLAN - LEVELS 3 - 6 OHo-20~ A__509 VARIES EXTERIOR DETAILS 01-10-20\)5 H02 1/16"=1'---0" I.fVEL 2 - RESIDENTIAL UNITS OHO-2005 P-9C-6 NO SCALE PLUMBING ISOMETRICS ...... . 1/16"=1'-0" .... ........1. 1/16"=1'-0" 2 02-14-2005 A-117 ROOF PLAN 4 05-18-2005 F---1G3 LEVEL 3...6 -RESIDENTIAL UNIIS OHO-2005 P-9O] NO SCALE PLUMBiNG ISOMETRICS . .... 4 05-18-2005 A-510 VARIES EXTERIOR lRlM ELEVATIONS AND DETAILS 01...10...2005 P...908 NO SCALE Pl.UMBiNG ISOME1RICS ....... 1/16"=1"-0" .. XREFS: TILB A_Dr-Ng~lndJL2 A Drwg-Indx LOCATION MAP SET 1 - ARCHITECTURAL PRE\UJS LAlEST aIRRENT stET IN-.G RE\BJlS AE.\'ISKIt ISSUED DAlE NIllIIER SCALE 2,3 4 .18-211I5 A-001 NO SCALE 01-10-2005 A-003 NO SCALE 07-24-2004 09-07-2004 12-2004 10-1 - 4 10-12-2004 10-12-2004 10-12-2004 10-12-2004 10-12-2004 10-12-2004 C6.2 EE 5 PERATE 51 10-12-2004 L-101 10-12-2004 L-102 10-12-2004 L -103 10-12-2004 L -104 10-12-2004 L- 10-12-200 H06 10- 04 L-201 -12-2004 L -202 NOT ISSUED L-203 NOT ISSUED L-204 2,3 4 4 4 4 4 .18-2005 .18-2005 .18-2005 .18-2005 .18-211I5 2,3 3 2 3 4 4 .18-2005 .18-2005 OH 0- 2005 02-14-2005 2 2 2 2 02-14-2005 02-14-2005 02-14-2005 4 4 4 4 4 4 4 .18-2005 .18-211I5 .18-2005 .18-2005 .18-2005 .18-2005 05-18-2005 A-101 A-102 A-103 A-105 A-106 A-l11 A-112 A-113 A-117 1"=20' 1/2"=1'-0" 1/2" =1' -0" 1/16"=1'-0" 1/16"=1'-0" 1/16"=1'-0" 1/16"=1'-0" 1/16"=1'-0" 1/16"=1'-0" A-121 1/16"=1"-0" A-122 1/16"=1"-0" A-123 1/16"=1"-0" A-201 1/16"=1"-0" A-202 1/8"=1"-0" A-203 1/8"=1"-0" REVISION DESCRIPTION ill. Addendum #1 - Jan 19,2005 BID CLARIFICATIONS - SPECIFICATIONS CHANGES ONLY - NO DRAWINGS WERE REV/SED ffi Addendum #2 - Feb 14,2005 BID CLARIFlCA TIONS - SEE DRAWING REV/SIONS BELOW ffi Addendum #3 - March 30, 2005 CONTRACT NEGOTIATIONS & BUILDING DEPARTMENT COMMENTS - SEE REV/SED DRAWINGS AND SPECS ffi. Bldg Dept Comments - May 18,2005 BUILDING DEPARTMENT COMMENTS - SEE REV/SED DRAWINGS, BLDG DEPT COMMENT RESPONSES AND SPECS SET 2 - ENGINEERING stET ~ COVER SHEET STANDARO ABBREVIATIONS AND NOTES · BOUNDRY & TOPOGRAPHIC SURVEY · CK PLAN · CIVIL SITE DATA · CIVIL SITE SPECIFICA 110NS · DEMOLl110N SITE PLAN · STAKING SITE PLAN · GRADING AND DRAINAGE SITE PLAN · UTILl11ES SITE PLAN SITE DETAILS ETAI S ARCHITEClURAL SI TE PLAN FENCE DETAILS FENCE DETAILS LIFE SAFETY PLAN - LEVEL 1 & LEVEL 2 LIFE SAFETY PLAN - LEVELS 3-6 & ROOF FLOOR PLAN - LEVEL 1 flOOR PLAN - LEVEL 2 FLOOR PLAN - LEVELS 3 - 6 ROOF PLAN LEVEL 1 REFlECTED CEILING PLAN LEVELS 2 REFLECTED CEILING PLAN LEVELS 3-6 REFLECTED CEILING PLAN OVERALL NORTH & SOUTH ELEVA110N EAST ELEVA110N WEST ELEVA 110N A-204 l/B" = 1'-0" ENLARGED SOUTH ELEVATION A-205 1/B" = 1'-0" ENLARGED SOUTH ELEVA110N A-206 1/B" = 1'-0" ENLARGED NORTH ELEVA110N A-207 1/B" = 1'-0" ENLARGED NORTH ELEVA110N OHO-2005 A-2OB 1/B" = 1'-0" MISC. ELEVATIONS 01-10-2005 A-2OO 1/B" = 1'-0" MISC. ELEVA110NS 4 4 4 4 .18-2005 .18-2005 .18-2005 .18-2005 OHO-2005 OHO-2005 OHO-2005 OHO-2005 01-10-2005 OHO-2005 OH 0- 2005 2 OHO-2005 01-10-2005 02-14-2005 01-10-2005 OH 0- 2005 OH 0- 2005 02-14-2005 OHO-2005 OH 0- 2005 02-14-2005 OHO-2005 02-14-2005 02-14-2005 OHO-2005 02-14-2005 02-14-2005 OHO-2005 02-14-2005 02-14-20 OH 0- 5 02- -2005 -14-2005 OHO-2005 OHO-2005 OHO-2005 02-14-2005 OHO-2005 2 2 2 2 Q) ~ -q o o ..( / - C (1) l- I- ::) U / V) Q) c .~ o o "<t o o / (1) Q) o ." u. o l'._ "2 o ~ t: . U Q. ~~,' ~ oC'? "<t@ LOLO 80 ,.." 0 C'?C'l o . oC'? C'lC'l />- ..':::! 0 ~~ '0.0 I- C ~O Cu o (l) (1)-- ?g /a.. 2 2 2 2 2 2 A-301 A-302 A-303 A-304 A-31O A-311 A-312 A-313 A-314 A-315 A-316 A-401 A-402 A-403 A-404 A-4-05 A-4-Q6 A-407 A-4OB A-4OO A-410 A-411 A-412 A-413 A-414 A-415 A-41 A 7 -418 A-419 A-420 A-421 A-422 A-423 A-424 A-425 A-426 A-427 1/B"=1'-O" l/B"=1'-O" 1/B"=1'-0" 1/16"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1' -0" 1/2" =1' -0" 1/2"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1' 1/4" '-0" 4"=1' -0" 1/4"=1'-0" 1/4"=1' -0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" BUILDING SEC110NS BUILDING SECTIONS BUILDING SEC110NS BUILDING SEC110NS WALL SEC110NS WALL SEC110NS WALL SEC110NS WALL SEC110NS WALL SEC110NS WALL SEC110NS WALL SECTIONS PIIflDIS LAlEST QRDT stET IN" REWiDS IDSION ISS1ID DAlE SCN..E 2 4 4 05-18-2UD5 05-18-2UD5 OH 0- 2005 OH 0- 2005 03- 30- 2005 02-14-2005 2,3 2 3 OH 0- 2005 03-30-2005 01-10-2005 OH 0- 2005 A-42B A-429 A-430c A-430b A-430c A-430d 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" A-431 A-432 A-433 A-434 VARIES VARIES VARIES VARIES 02-14- 2005 A-435 OH0-2005 A-436 1/8"=1'-0" 1/B"=1'-0" 2 OH 0- 2005 OH 0- 20D5 02-14- 2005 01-10-2005 OH 0- 2005 OH 0- 2005 NO SCALE NO SCALE 03-30-2005 A-SOl 03-30-2005 A-5D2 03-30-2005 A-5D3 03-30-2005 A-504 OHO-2005 A-50S 02-14-2005 A-506 03-30-2005 A-507 03-30-2005 A-SOB OH0-2005 A-5OO VARIES VARIES VARIES VARIES VARIES VARIES V ARI ES VARIES VARIES 2,3 3 3 3 2 3 2,3 4 05-18-2G05 OH 0- 2005 OHO-20D5 OHO-2005 OH 0- 2005 OH 0- 2005 3 3 3 3 3 3 03-30-2005 03-30-2 03-3 005 8-2005 03-30-2005 03-30-2005 OH 0- 2005 OH0-2005 A-531 OH0-2005 A-532 OH0-2005 A-533 01-10-2005 A-534 01-10-2005 A-535 01-10-2005 A-536 NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE 1 1/2"=1'-0" 1 1/2"=1'-0" 1 1/2"=1'-0" 1 1/2"=1'-0" 1 1/2"=1'-0" 1 1/2"=1'-0" 1 1/2"=1'-0" 1 1/2"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/B"=1'-0" 1/B"=1'-0" 1/B"=1'-0" 1 /B" =1' -0" 1 /B" =1' -0" 1/B"=1'-0" 1/B"=1'-0" 1/B"=1'-0" 1/B"=1'-0" 1/B"=1'-0" OHO-2005 A-541 OHO-2005 A-542 OH0-2005 A-543 OHO-2005 A-544 01-10-2005 A-545 OHO-2005 A-546 01-10-2005 A-547 01-10-2005 A-54B UNIT A UNIT A (2) UNIT A RCP UNIT A UNIT B UNIT B (2) UNIT B RCP UNIT B UNIT C UNI RCP IT C UNIT 0 UNIT D RCP UNIT D UNIT E UNIT E RCP UNIT E UNIT F UNIT F RCP UNIT F UNIT G UNIT G RCP UNIT G UNIT H UNIT H (2) UNIT H RCP UNIT H ENLARGE SCALE ENLARGE SC ENLARGE E RCP INTERI ELEVA 110NS E GE SCALE FP - SCHEDULES LARGE SCALE RCP ENLARGE SCALE FP - SCHEDULES INTERIOR ELEVA110NS ENLARGE SCALE FP - SCHEDULES ENLARGE SCALE RCP INTERIOR ELEVA110NS ENLARGE SCALE FP - SCHEDULES ENLARGE SCALE RCP INTERIOR ELEVA 110NS ENLARGE SCALE FP - SCHEDULES ENLARGE SCALE RCP INTERIOR ELEVA 110NS ENLARGE SCALE FP - SCHEDULES ENLARGE SCALE RCP INTERIOR ELEVA110NS ENLARGE SCALE FP - SCHEDULES ENLARGE SCALE RCP INTERIOR ELEVATIONS ENLARGE SCALE FP - SCHEDULES ENLARGE SCALE FP - SCHEDULES ENLARGE SCALE RCP INTERIOR ELEVA 110NS 01-10-2005 A-701 01-10-2005 A-702 01-10-2005 A-703 OHO-2005 A-704 OHO-2005 A-70S OHO-2005 A-706 OH0-2005 A-707 01-10-2005 A-7OB OH0-2005 A-7OO OHO-2005 A-710 01-10-2005 A-711 01-10-2005 A-712 OHO-2005 A-B01 OHO-2005 A-B02 OHO-2005 A-B03 01-10-2005 A-804 OH0-2005 A-80S 01-10-2005 A-806 OH0-2005 A-B07 01-10-2005 A-80B 01-10-2005 A-BOO OHO-2005 A-B10 * ITEM INCLUDED FOR REFERENCE ONLY. ITEMS NOT INCLUDED IN THE AlA CONTRACT WITH WALTON H. CHANCEY & ASSOCIATES ARCHITECTS, PA Keyplan stET IBaFlICIt PRE\UJS LAlEST WHNT stET IN_ IDSDS AEWiD ISSIED DAlE IU&R SCN..E CLUBHOUSE CLUBHOUSE RCP CLUBHOUSE CLUBHOUSE ELEVATOR LOBBY ELEVATOR LOBBY MAIL ROOM ENLARGE SCALE FP - SCHEDULES ENLARGE SCALE RCP INTERIOR ELEVATlONS INTERIOR ELEVATlONS INTERIOR ELEVA TlONS INTERIOR ELEVA TlONS ENLARGED STAIR AND ELEVATOR PLANS AND SECTIONS ENLARGED STAIR AND ELEVATOR PLANS AND SEC110NS ENLARGED STAIR AND ELEVATOR PLANS AND SEC110NS STAIR DETAILS ENLARGED POOL RAISED PAllO PLAN ENLARGED 2ND FLOOR UNIT PAllO PLAN - PARKING COVER EXTERIOR DOOR & WINDOW SCHEDULES COMMON AREA - FINISH & DOOR SCHEDULES SLAB PENETRATION PLAN SLAB PENETRA TlON PLAN ENEIRA TlON PLAN SLAB P TlON PLAN SLAB PENEIRATl SLAB PENETRA TlON PL DETAILS DETAILS DETAILS DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAIL EXTERIOR 0 EX R TRIM ELEVA110NS AND DETAILS TERIOR TRIM ELEVA110NS AND DETAILS EXTERIOR IRIM ELEVATIONS AND DETAILS EXTERIOR TRIM ElEVA110NS AND DETAILS EXTERIOR TRIM ELEVA110NS AND DETAILS EXTERIOR TRIM ELEVATIONS AND DETAILS PLAN DETAILS-COLUMN DETAILS PLAN /INTERIOR DET AILS- WALL TYPES PLAN/lNTERIOR DETAILS-FIRE RA11NGS PLAN DETAILS/lNTERIOR-PARTl110N DETAILS PLAN/INTERIOR DETAILS-WALL REINFORCING AND MISC DETAILS TYPICAL DETAILS TYPICAL DETAILS PENETRATlON DETAILS PENETRA TlON DETAILS PENETRA TlON DETAILS PENETRA TlON DETAILS PENETRATlON DETAILS PENETRA TlON DETAILS TYPICAL MILLWORK DETAILS TYPICAL MILLWORK DETAILS TYPICAL MILLWORK DETAILS TYPICAL MILLWORK DETAILS TYPICAL MILLWORK DETAILS TYPICAL MILLWORK DETAILS TYPICAL MILLWORK DETAILS TYPICAL MILLWORK DETAILS UNIT A UNIT A (2) UNIT B UNIT B (2) UNIT C UNIT 0 UNIT E UNIT F UNIT G UNIT H UNIT H (2) CLUB HOUSE FLOOR FINISH PLAN FLOOR FINISH PLAN FLOOR FI N ISH PLAN flOOR FINISH PLAN FLOOR FI N ISH PLAN FLOOR FI N ISH PLAN FLOOR FINISH PLAN FLOOR FINISH PLAN FLOOR FI N ISH PLAN flOOR FI N ISH PLAN flOOR FI N ISH PLAN FLOOR FINISH PLAN 1ST FLOOR - GARAGE WEST END COORDINA110N PLAN 1ST FLOOR - GARAGE EAST END COORDINA110N PLAN 2ND flOOR - 1 ST RESIDEN11AL LEVEL WEST END COORD IN A TlON PLAN 2ND FLOOR - 1ST RESIDENTIAL LEVEL EAST END COORDINATION PLAN 3RD FLOOR - 2ND RESIDEN11AL LEVEL M:ST END COORDINATION PLAN 3RD flOOR - 2ND RESIDENTIAL LEVEL EAST END COORDINA TlON PLAN 4lH-6TH FLOOR - 3RD-5lH RESIDENTIAL LEVEL WEST END COORDINA110N PLAN 4lH-6TH FLOOR - 3RD-5lH RESIDENTIAL LEVEL EAST END COORDINA110N PLAN ROOF PLAN WEST END COORDINATION PLAN ROOF PLAN EAST END COORDINATION PLAN WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KhlOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. fl -! i ~.-) 4 05-18-2005 A .. Of)) NO SCAU. " "- 02.-14-.2005 Smora 05-18-2005 S - 001 1/1 fi '" r -- 0' ? 4 2 01...1 ().. 2005 01 .. : 0- 2005 QL~ 14-2005 2 ? 2 2 2 ? 2 m...10...}005 4 4 01 -- n. 2005 [)1 ..10-- 2005 [j!m1G---2GO:'; OHO-20Q(; 01 -- n. ?GOS (r---1 0--- 2G05 05-18-2005 05-18-2005 Q1-10-2005 01...1 D... 2D05 ? 02-14-2005 0)...14... ~(005 01 n 1 0,00 2005 2 ? 02--14---2005 O;!---14 >. 2nO~; 01-10-2005 4 05-18-2005 01...10...2006 01...10... 2005 011 D. 2()(]:) 01..10.. 2D05 01-10- 2005 en ...10... 2005 Q1-10--2005 01,,10.. 2005 01...1O---;<nos 01-10-LOG~ 4 05-18-2005 01-10-2005 01 vv 1().. 2005 01-10- lOOf} G1---1\)---),O():) 01 .. ~ 0..2005 {}1 ~ 1 0- 200~! G1...1 (]... 200~ D1w1Q~2005 Q1..10.. 200~! en ...1 Om 200S 4 4 05-18-2005 05-18-2005 01...lOu iGOS 01--10--- 2OU:) OHO~u2005 (}1-iO-200S 01...1(j..?OaS OHO..2oo5 01--10..2DD) G1m10mJ.no~ 01-1 (h1OOS 1/15"" 1'. G' 1/15""'f-C 1/16',,1'--0' 1 j1 S." l' --.0' S-40D 1/11:>'",1'-0' ::)..401 1/1fi'o, 1'--0' $-401 1j15'=1'-C S-- 500 N() SCNE Sm501 VARiES S. 501 VARIES S-5t!:) VARW5 S--SC)4 VARIES S -- 505 VARIES 5.<)06 VARIES S--'GOO VARIES Sn 601 VARIES S---!OO VARIES S--- 701 VARIF.S S-BOD VAR:ES S--I:101 VARIES 5...802 VAR~ES S"803 VARIES S-- 6tH VARIES S-900 VAfilES r.. ,G1 1/16"",1'...fJ" HOl 1/16',,1'--0' F...103 1/151?;; f-ct 1/4'''1'--()" 1/4"=1'-()" 1/4'",1'---0" /4'",1'-.0" 1/4 '- 0' r-'u.4C6 1/4'~1'.. F-407 1/4'=1'mO" F -- 403 1/4'" 1'--0" r..-4cg 1F"'1'-0" Fu.410 1/4',,1'--0" F-411 1/4'=1'-.D" 1'-412 1/4'",1'-0' r -50~ NO SCALE M---401 1/,1'=1'-0" M---402 1/4' ,,1'm 0" ~,H03 1/4.=1'---()" M--4t14 1/4' =1'--0' M.40S 1/4'",1'.0' M-4.0f 1/4'=1'---0" M--407 1/4",,1'--()" M-.408 1/4'",1'--.0" M---4D9 1/4'",1'--0" M--410 1/4''''1'mO" M-411 1/'f"'1'-0' M.--41? 1/4'",1'--0" M..n 1/4"=1'-()" M--n 1/4',,1'--0' M--415 1/4"" 1'm 0" M-41S 1/4'=1'-D" M.m 1/4'",1'--0" M---418 1/5"",1'..Q" M---419 ~/6'",1'--D" M..420 1/4',,1'---0" M---421 1/4'",1'-0' 05-18-2005 M- 501 VARIES 4 4 05-18-2005 M--fim NO SCALf:' 4 4 05-18-2005 M--\WI NO SCNF. 1l5-18-2005 M-901 NO SCALE U1..10...20Cb M."SO.) NO SCALE ~ ~I.;\'S: PiLE ,UT PLAN ..: CAP DETAiLS PILE CAP DETAILS }"OUNDA T'ON PIAN 2ND flOOR OIi\\ENSION PLAN 2ND FI.OOR RF?HJRCING PLAN 3rd - 5th FLOOR DIMENSION PLAN 6th FLOOR DIMENSION PLAN 3rd' 61h fLOOR REINFORCING PLAN FLA i fWOF DIMENSION PLAN fL/IT HOOF REINFORCING PLAN SLOPf.D ROOF fRAMING PLAN COLUMN SCHEDUlES SHEARWAIJ DETAILS SHEARWALL DET AilS SITAfIWAU. OF. fAIL S SHi'.ARWALi DE rAILS SHE ARWALL DETAIlS SHEARWAlL DETA'LS fCUNDAnON liElAiLS MASONRY DETAilS POS r TENSION DU AILS POST E.NSION DETAILS STRUCTURAL OUAiLS S"lRUCTURN. DE rAIL', STRUCTlJRAL DETAILS SiRUcrURAL OUAILS STRUCTURAL DF. fAILS STRUCTURAL NOTES LEVEL 1 --- PARKING LEVEL 2 -- RESIOi'.NTlAL UNliS LEV:::L 3'-0 ---;,;LSI[)[NTlAL UN IE FNLARGED FLOOR PLAN -- UNI T A ENLARGED FLOOR PLAN - SEf:GNO fLOOR UNIT A ENLARGUJ FWOR PLAN .. UVI 8 ENLARGED n.OOR PLAN ... SECOND "IG0R UNiT [) ENlAlIGD FLOOR PLAN - UNI T c: LNLNIGfD Fl.OOR PIAN - UNll D ~ i ARCeo n.OOR PLAN --- uNIT E ENlA ,-"0) FLOOR PLAN --- UNIT F ENLARGED'~ If( PLAN - UNIT G ENLARGED FLOOR N -- UNI"i H ENLARGED f'.OOfl PLAN [NlARGD FLOOR FLAN - CL.' RDOM FIRE PROTECTION NOTES & DETAILS ENLf\!IGD FLOOR fUN - UNIT A -lEVEL 3-) [NLNICW FLOOR ITAN - UNIT A "L[\!f:l 2&6 ENLARGD n.OOR PLAN - UNiT [) -LEvU 3-5 ENLAfIGf."lJ FLOOR Pl.AN u. U~{IT B "I.EV'i.l ),&5 ENI.ARGED FlOOR PLAN ~. UNIT 8 ---LEvll 3<3 ENLARCtD FLOOR I"LAN - GNU II -LEVEL 2&6 ENlARG[;D n.OOR PLAN --- UNIT c.l.f.vn J.:'; LNLARGW FLOOR PLAN -- UNiT C -LEvll 2&6 ENU\RGtD FLOOR PLAN u V~I'r [) '--LEVtL 2 ENLARGED fLOOR PLAN m UNIT E -LEVEl 2 [NlAlIGD fLOOR FLAN - VjlT f ---LEVEL 3--5 UhARGED nDOR PLAN u UNIT F ---lEVEL G ENI ARGLD n.OOR PLAN .. UNIT G ..LEvEL 3. 5 ENLARGED FLOOR fUN --- UNlr G --LEVU 6 f.NLARGUJ FLOOR PLAN .. UNIT H ...Jva 3'u~) ENLARGLD f"lOOR PLAN --- UNI'I H -LEVEL 2&6 ENLARGED UJOR PLAN --. CLUB ROOM IN:.ARGED ROOr PLAN UURGEO ROOf PLAN i:NlARGm rJEVA TOR LOrJtW EAST .. IJVI:1 )---6 ENLARGW ELEVATOR LOB81 WET - LEVEL H3 MECHANiCAL OfT AILS MeCHANICAL ')(}flJUIJ5 THE RESIDENCES AT WINDWARD PASSAGE ./' "",....;:.. ~~/ I ,_/~./ , CONSTRUCTION DOCUMENTS WI REVISIONS 1,2,3 & 4 MAY 18, 2005 Case Number: FLD2003-11059--L07W1NDWARD PSG PRE\UJS LAlEST Cl.RIIO" stET IN-.G IOSIItS RE't1SD ISS1ID DAlE NUMIIER SCALE 4 4 05-18-2005 P-1G1 05-18-2IIlIi P -102 C1--1().. ?ODS P --10,) 01--10-2n05 P---104 ;":-2tY- c~ 1 l1611=il_-G" ~ l~ ,.(l ~ ~ ^~ '/ '" '''' ---\I .uO" OHO--2005 P-105 1/15"=1'---(]' 4 05-18-2005 pu1D6 1/1c;""1'-G' 01-1G--)GD5 OHCl-2005 01--10u2005 OHG..2G05 OH0-2005 mu <HOO~, OHD-2n05 01.10 -- )005 0100 KH005 01-1O-2Q05 OHGu2005 01-10- 200) mum-?OOs 01..10-2005 01 u1(J--20lJ5 OHO- 2005 OHO-200t; 01~u 1D-2005 01---10ut.UD5 4 05-18-2005 m - m.. 2005 1l5-18-2005 01--10--)00[; 01.1Q.-2005 01-1 Ou 2U05 01..10--)005 01-1Q-200J 4 ()1-10-- ZOO:; OHO-2005 01 --10 u )005 OHCl..2005 01.--10-21J05 OHG..)G05 01-10~2005 01-10-- 2005 0110-.2005 01--10--200(; P--AD1 P-4G2 f3--40J P.-404 1'-405 0'---406 1'---407 P-4GB P..40G puAHJ pu411 1'-412 P--4U P-414- 1'---415 1'.416 1'---417 P-SG1 p..so.:? P-91]1 0'.,)02 1'-903 P---(104 pvv905 1''-'906 P---901 f)-9UB P909 1'-910 1'---911 1'--912 P-91J P"I114 P-9h P--916 1'..917 P---918 ;/4"'::.1:...0" 1/4~:;r~(r 1/4',,1'..0' l!4.?o:::1:.vvOx 1/4"~1'-O' 1 //:"':; l' .~(r 1!f:O~.:1:_.0X 1/4~:::1'...07i 1/4~::r--Q<> 1/~"";:-1...(t !/4"",l'C 1/f>::-::.::r -o~ 1/f':: r...oY 1/4""'1'---0" 1/4""1'---0' 1/!/1 :1'..Q* NO ~.CAlf NG SCA:J. NO SCA~E NO :)CAlL ~,f) ,,(AI. l NO SCALE NO SCAlf NO SCALE NO :5GAi.f NO SCALf: ~w SCAl.t. ND SCALf:" NO ~l~A~J NQ SCALE ~JO S(AI l NO SCAL: NC SCAlE ~~() SCA~I NU SCALE NO SC,U 4 1l5-18-2005 HOD NO SCALE Gl...1Q..2G05 [..121 1!W':::1'...(j'" Q1-10~2D05 [-123 1!ft'-;;r-Q~ 2 2 ? OHO.2n05 OHU-200S 02 ..14'" 200!! 02-1{-200S 02---H.u?OOS 05-18-2005 05-18-2005 05-18-2005 05-18-2005 05-18-2005 05-18-2005 05-18-2005 05-18-2005 1l5-18-2005 18-2005 2005 " 2 ? 4 4 OHD-2005 ()1 -- 10-- 200:, 05-18-2005 05-18-2005 E20G [~201 [...i02 E ~. 205 E.lOg E-401 E-1.02 [..404 E-40S E"407 E.. 4-09 F..411 e-!.::) [--416 [--417 E-41[) " ~ 4 lJ1--1fj.2005 HlOO 1/16" ,/--0' 1/1t1'~1>-o- .'1"'0' 1/16(:(;; ~~...o~ 1/4' c f. 0" 1!~~;;.r..(t 1/.(' .:: l' .. (/' 1l{~::::: f -o~ ~ /1:'" :: r .. D~ ~ /4!Q;::f --Q~ 1//;/":::!'-..0"'" 1 /4 x.: 11 --0* 1/~"':c;:r"--o~ 1/f./:::1....0~ 1 !If''.:::;1' ~O"'" 1/4'11::1'...(/1 05-18-2005 E. BjD NO SCALt MECHANICAL EXHAUST RISEI~S MlCHAN!CAL EXHAUST RISERS MEC--IANCAL RtfRlGERMH AND WOENSAiI ;3IVNG ISOMURICS ",,!80id=_ .\.2..- c,., ~.' -.0:: '"' '€;."" '" ~~ %l ' ~S> .c .~ . c'-"~Wl -- OW u-' __---..~ -, r.~' L, ,\' - - ,3 L- C I' I ~. II \ JiJ2l-~-=-,-2."l \ l;'~ IIi I \'.... I \ I' i \ \\ .~\ MA'( :H) 2.005 Illljr, I \ l I, -" . i ':) ~ , _ " " c. I __...."...":'"i'\~.~.;~t\lc<.'! \ \.)L!\f\lNINt, ~ '-'I;.Vl':~R\/I'r<..TFP 1 ~., ~"'~T'< Of \~_~..s~".._~~~ '~ ,.' ,.-..~..- I )i) :<"'!' (~A:;J::~$~cr ~#;~ r?/Y/:~~~,jK~?C. PROJECT NO. 03540 SET 1 - ARCHITECTURAL stET ~ S rtJRM DRAIN PIPING SANITARv WAST PIF'ING PARKING CEIUNG PLAN Lf.VCL 2 - PLUMBING LEVEL ,)---5 -. PlUMBiNG (i(YJF PI.Nj F..~BRGF.D flOOR PLAN u. UNIT A .--lEVE :>.1) eNLARGED FLOOR PLAN - UNIT A -LE\!fL 2 ENLARGLD fUOR PLAN -- UNI i 3-- LEVEL 3--6 ENLARGED n.OOR PLAN .-- UNIT [) .-LE\/"L ) lKARGEJ ftGOf( PLAN - UNIT C ---LE\{t:L :H5 [NLARGF:f) FLOOR PLAN .. UNIT C ..iHEL 2 f~Jl AR(g FLOOf\ PLA!\; -- UNIT D -LEVEL 2 F..NLARGFD FLOOR PLAN .-- UNIT f: --1.F..Vf.1. 2 ENLAf~Glf) FLOOR PLN~ .' UNIT F .--LEVEL 5 ENLARGtD FLOOR PLAN -- UNII i' --.LEVEl 4 & :, fNlARG:"D FLDOH PI.AN m UNIT F --LEYfL 5 ENLARGt:D fLOOR PLAN ~- u~m G -LEVEL 6 ENLARGED FLOOR PLAN -- UNIT G --LF.VEL 4 &: ~) ENLARGFO FLDOR PLAN - UNIT G .--lEVEL ,) ENLARGED FLOOR f'l.AN -- UMT H--LEVEl ;j--6 ENi.ARGLD I'LOOR PLAN .. UNIT H -LF.\!fL ? t"NLARGLD fLGOI~ fUN- CLUI'i ROOM pLUMBNG NGTES &: OETA'LS n.uMBNG NOlES & OU AIlS P~U.H;ING ISOMURIC~i PUW[)INC ISOMnTI:CS PUJM8,NG ISOMElH!CS PLUM81NG ISOMETRICS Pl.UMBiNG ISOMETRICS pLUMB,NG ISOME HICS Pf.UM8ING ISOMURICS I'l.UMBING ISOME"NICS PLUM81NG ISOMF.. HICS PI.UMBING ISOMET,--(ICS PI.UMBING ISOMURICS pLUMBNG ISOMETRICS f'LUMBING ISOMETRICS PI.UMBING ISOMURICS Pl.UMBlNG ISOME1RICS PUjMBn~G ISOMETRICS PLUMBING ISOMEnlCS I'UJMBING 1'50ME HICS i'.LECIRlCtL LEGEND AND SYMBOLS UST L F.VEL 2 CORRIDOR ELECTRICAl. PLAN LEWIS 3---6 CDRRiDnR ELECTRiCAl PLAN ~c:-e PARKING UGHTlNO/CECTRiCAL PL/lf,i PARKING UGHT,NGjElEClkCAL PIAN SiTr.jrJtCfRICN. Pi.AN GECK AREAjELECm,C!lL Pi.AN SE,'IJRITY IF.FCTRICk PLAN UNIT . r El.fCmIU..L Pl AN UNI'I . AL" ELECTRICAL PLAN UN~ r lOf( [L F C 1HlCAL PLAN UNIT '82" ELECTRICAL PLAN UNIT "C' ElECTRiCAl. PLAN UNIT "D" ELECTRiCAl. PLAN UNI r 'L" ELEClRCAL PLAN UN1T ~Fl~ ELr.Cjl:~CAL PLAN UNli "G" ELEenlCAL ,"UN UNIT "fj" f:l.fCmICN. PI.AN UN!T ~!'i2~ EL ECTR;CAL PLAN CJ U8 HOUSE tl EC ~RlCAL PLAN f.~ .~ ..; ff ROOi: ELECmlCAL F'lAN UGHT1N1NG PROTFCTiON PL/lN CCMMUNICA TIONS SY:3TEMS RiSeR F.I. ECrf(:CAL PO\%f.R R!SFR MAIN mc m,CAl ROOMS :"~- ~ U ~ ~ ~ o ~ ~ ~ C/)~ Ocn o BP RC Submital: Date Plotted: May 23, 2005 Date Issued: January 10, 2005 '5-2 CI;J' 03540 Q. CONSTRUCTION DOl;;! C- Revisions: ffi Addendum #1 - Jan 19,2005 ffi Addendum #2 -- Feb 14,2005 ffi Addendum #3 - March 30, 2005 ffi Bldg Dept Comments ~ May 18,2005 COVER S~, '.. ,- r' . __.-J ~ "Q o 9 <( ./ - C 0) t:: :) U ./ Vl O'l c .~ o o "<I" o o ./E 0) 0.. O'l~ ON Vl .. Vll.t) ~@ "01.t) 08 ~N -go ~-;; o 0 "<1"---" I.t) '0 (")c ~o (")"0 00) ~::: -:":'.Q 0..0.. XREFS: ffiB A_Drwg-lndx_2 A_Drwg.-lndx A-DOl A-003 1 of 1 1 of 1 CLl C1.2 C2.1 C3.1 Cf.1 C5.1 C6.1 C6.2 L-10l L -102 L-103 L-10f L-105 L-106 L-201 L - 202 L -203 L -204 A-101 A-102 A-103 A-105 A-106 A-111 A-112 A-113 A-117 A-121 A-122 A-123 A-201 A-202 A-203 A-204 A-205 A-206 A-207 A-208 A-209 A-301 A-302 A-303 A-304 A-310 A-311 A-312 A-313 A-314 A-315 A-316 A-401 A-402 A-403 A-404 A-405 A-406 A-407 A-408 A-409 A-410 A-411 A-412 A-413 A-414 A-415 A-416 A-417 A-418 A-419 A-420 A-421 A-422 A-423 A-424 A-425 A-426 A-427 SET 1 NO SCALE NO SCALE 1"=30' 1"=20' NO SCALE NO SCALE 1"=20' 1"=20' 1"=20' 1"=20' VARIES VARIES 1"=20' 1"=10' 1"=20' VARIES VARIES VARIES VARIES 1"=20' VARIES 1"=20' 1"=20' 1/2"=1'-0" 1/2"=1 '-0" 1/16"=1'-0" 1/16"=1'-0" 1/16"=1'-0" 1/16"=1'-0" 1/16"=1'-0" 1/16"=1'-0" ARCHITECTURAL COVER SHEET STANDARD ABBREVIATIONS AND NOTES * BOUNDRY & TOPOGRAPHIC SURVEY * DOCK PLAN * CIVIL SITE DATA * CIVIL SITE SPECIFICATIONS * DEMOLITION SITE PLAN * STAKING SITE PLAN * GRADING AND DRAINAGE SITE PLAN * UTILITIES SITE PLAN * CIVIL SITE DETAILS * CIVIL SITE DETAILS THE RESIDENCES AT WINDWARD PASSAGE BY: KLEIN & STAUB SURVEYING, INC. BY: WOOD CONSULTING BY: NORTH SIDE ENGINEERING BY: NORTH SIDE ENGINEERING BY: NORTHSIDE ENGINEERING BY: NORTH SIDE ENGINEERING BY: NORTHSIDE ENGINEERING BY: NORTH SIDE ENGINEERING BY: NORTHSIOE ENGINEERING BY: NORTHSIDE ENGINEERING * LANDSCAPE SITE PLAN BY: DAVID CONNER AND ASSOCIATES, INC. * LANDSCAPE SITE DETAILS BY: DAVID CONNER AND ASSOCIATES, ING. * LANDSCAPE GRADING PLAN BY: DAVID CONNER AND ASSOCIATES. INC. * LANDSCAPE SITE DETAILS BY: DAVID CONNER AND ASSOCIATES. INC. * LANDSCAPE SITE DETAILS BY: DAVID CONNER AND ASSOCIATES, INC. * LANDSCAPE SITE DETAILS BY: DAVID CONNER AND ASSOCIATES, ING. * lANDSCAPE PLANTING NOTES & DETAILS BY: DAVID CONNER AND ASSOCIATES, INC. * lANDSCAPE PLANTING PLAN BY: DAVID CONNER AND ASSOCIATES, INC. * LANDSCAPE IRRIGATION NOTES & DETAILS (FUTURE DRAWING NOT INCLUDED IN THIS SET) * LANDSCAPE IRRIGATION PLAN (FUTURE DRAWING NOT INCLUDED IN THIS SET) ARCHITECTURAL SITE PLAN FENCE DETAILS FENCE DETAI LS LIFE SAFETY PLAN - LEVEL 1 & LEVEL 2 LIFE SAFETY PLAN - LEVELS 3-5 & ROOF FLOOR PLAN - LEVEL 1 FLOOR PLAN - LEVEL 2 FLOOR PLAN - LEVELS 3 - 6 ROO F PLAN 1/16"=1"-0" LEVEL 1 REFLECTED CEILING PLAN 1/16":'1"-0" LEVELS 2 REFLECTED CEILING PLAN 1/16"=1"-0" LEVELS 3-6 REFLECTED CEILING PLAN 1/16"=1"-0" OVERALL NORTH & SOUTH ELEVATION 1/8" = 1" -0" EAST ELEVATION 1 /S"= 1" -0" WEST ELEVATION 1 /S" = 1'-0" ENLARGED SOUTH ELEVATION 1 /8" = 1'-0" ENLARGED SOUTH ELEVATION 1 /S" = 1'-0" ENLARGED NORTH ELEVATION 1 /S" = 1'-0" ENLARGED NORTH ELEVATION 1/8" = 1'-0" MISC. ELEVATIONS 1/8" = 1'-0" MISC. ELEVATIONS 1/8"=1'-0" 1 /8" = l' -0" 1/8"=1'-0" 1/16"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1 '-0" 1/2"=1'-0" 1/2"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1 '-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"= 1 '-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"= 1 '-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS UNIT A UNIT A (2) UNIT A RCP UNIT A UNIT B UNIT B (2) UNIT B RCP UNIT B UNIT C UNIT C RCP UNIT C UNIT 0 UNIT 0 RCP UNIT 0 UNIT E UNIT E RCP UNIT E UNIT F UNIT F RCP UNIT F UNIT G UNIT G RCP UNIT G UNIT H UNIT H (2) UNIT H RCP UNIT H ENLARGE SCALE FP - SCHEDULES ENLARGE SCALE FP - SCHEDULES ENLARGE SCALE RCP INTERIOR ELEVATIONS ENLARGE SCALE FP - SCHEDULES ENLARGE SCALE RCP ENLARGE SCALE FP - SCHEDULES INTERIOR ELEVATIONS ENLARGE SCALE FP - SCHEDULES ENLARGE SCALE RCP INTERIOR ELEVATIONS ENLARGE SCALE FP - SCHEDULES ENLARGE SCALE RCP INTERIOR ELEVATIONS ENLARGE SCALE FP - SCHEDULES ENLARGE SCALE RCP INTERIOR ELEVATIONS ENLARGE SCALE FP - SCHEDULES ENLARGE SCALE RCP INTERIOR ELEVATIONS ENLARGE SCALE FP - SCHEDULES ENLARGE SCALE RCP INTERIOR ELEVATIONS ENLARGE SCALE FP - SCHEDULES ENLARGE SCALE FP - SCHEDULES ENLARGE SCALE RCP INTERIOR ELEVATIONS CONSTRUCTION DOCUMENTS JANUARY 10,2005 Case Number: FLD2003-11059--202 WINDWARD PSG SET 1 - ARCHITECTURAL A-428 A-429 A-430a A-430b A-430c A-430d A-431 A-432 A-433 A-434 A-435 A-436 A-441 A-H2 A~451 A-452 A-453 A-454 A-455 A-456 A-501 A-502 A-503 A-504 A-505 A-506 A-507 A-50S A-509 A-510 A-511 A-512 A-513 A-514 A-515 A-520 A-521 A-522 A-523 A-524 A-525 A-526 A-531 A-532 A-533 A-534 A-535 A-536 A-541 A-542 A-543 A-544 A-545 A-546 A-547 A-S48 A-701 A-702 A-703 A-704 A-70S A-7D6 A-707 A-708 A-709 A-710 A-711 A-712 A-801 A-802 A-803 A-804 A-80S A-806 A-807 A-SOS A-B09 A-810 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" CLUBHOUSE CLUBHOUSE RCP CLUBHOUSE CLUBHOUSE ELEVATOR LOBBY ELEVATOR LOBBY MAIL ROOM ENLARGE SCALE FP - SCHEDULES ENLARGE SCALE RCP INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS VARIES ENLARGED STAIR AND ELEVATOR PLANS AND SECTIONS VARIES ENLARGED STAIR AND ELEVAT'{iR PLANS AND SECTIONS VARIES ENLARGED STAIR AND ELEVATOR PLANS AND SECTIONS VARIES STAIR DETAILS l/S"=1'-o" ENLARGED POOL RAISED PATIO PLAN 1/8"=1'-0". ENLARGED 2ND FLOOR UNIT PATIO PLAN - PARKING COVER NO SCALE NO SCAlE l/S"=l'-O" l/S"=1'-O" l/S"=1'-O" l/S"=1'-O" l/S"=1'-o" 1 /S" =1' -0" VARIES VARIES VARIES VARIES VARIES VARIES VARIES VARIES VARIES VARIES VARIES VARIES VARIES VARIES VARIES NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE EXTERIOR DOOR & WINDOW SCHEDULES COMMON AREA - FINISH & DOOR SCHEDULES SLAB PEN ETRA TlON PLAN SLAB PENETRATION PLAN SLAB PENETRATION PLAN SLAB PENETRATION PLAN SLAB PENETRATION PLAN SLAB PENETRATION PLAN EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR TRIM ELEVATIONS AND DETAILS EXTERIOR TRIM ELEVATIONS AND DETAILS EXTERIOR TRIM ELEVATIONS AND DETAILS EXTERIOR TRIM ELEVATIONS AND DETAILS EXTERIOR TRIM ELEVATIONS AND DETAILS EXTERIOR TRIM ELEVATIONS AND DETAILS PLAN DETAILS-COLUMN DETAILS PLAN/INTERIOR OETAILS-WALL TYPES PLAN/INTERIOR DETAILS-FIRE RATINGS PLAN DETAILS/INTERIOR-PARTITION DETAILS PLAN/INTERIOR DETAILS-WALL REINFORCING AND MISC DETAILS TYPI CAL DETAILS TYPICAL DETAILS PENETRATION DETAILS PENETRATION DETAILS PENETRATION DETAILS PENETRATION DETAILS PENETRATION DETAILS PENETRATION DETAILS 1/2"=1'-0" TYPICAL MILLWORK DETAILS 1/2" = l' -0" TYPICAL MILLWORK DETAILS 1/2" = l' -0" TYPICAL MILLWORK DETAILS 1/2"=1'-0" TYPICAL MILLWORK DETAILS 1/2"=1'-0" TYPICAL MILLWORK DETAILS 1/2"=1' -0" TYPICAL MILLWORK DETAILS 1/2" =1' -0" TYPICAL MILLWORK DETAILS 1/2" = l' -0" TYPICAL MILLWORK DETAILS 1/4"=1'-0" 1/4"=1'-0" l/f'=1'-o" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" l/f"=l'-O" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/8"=1'-0" 1 /S"= l' -0" l/S"=1'-O" 1 /S"= l' -0" 1/8"=1'-0" 1/8"=1'-0" 1 /8"= l' -0" l/S"=1'-O" 1/8"=1'-0" l/S"=1'-O" * ITEM INCLUDED FOR REFERENCE ONLY. ITEMS NOT INCLUDED IN THE AlA CONTRACT WITH WALTON H. CHANCEY & ASSOCIATES ARCHITECTS, PA UNIT A UNIT A (2) UNIT B UNIT B (2) UNIT C UNIT D UNIT E UNIT F UNIT G UNIT H UNIT H (2) CLUB HOUSE FLOOR FINISH PLAN FLOOR FINISH PLAN FLOOR FINISH PLAN FLOOR FINISH PLAN FLOOR FINISH PlAN FLOOR FINISH PLAN FLOOR FINISH PLAN FLOOR FINISH PLAN FLOOR FINISH PLAN FLOOR FINISH PLAN FLOOR FINISH PLAN FLOOR FINISH PLAN SET 2 ENGINEERING ~C:MJ COVER 'jHLli ~,[ r" H,C:NUJ-(iU(', F~ 11.:;1 I' 0" i'lll LAr')UT P,f;li fJ 'il(' I' 1 r'- 1, i" ~};t0<5r~-- LOCATION MAP GLllf Of Me"':ICO ..' 6 '" "C : !10 . C ,'.~ :~ . t) I :!" I r----' 2QO III '1000 tt 0::J{.i3 Yahoo! t""c )".. .!f/ I')' 'j /.11 i' -()" /4";- l' -U' 1 ,.. 1 .l! ijl) '/j{f' SC/il_l~ \~',J '~,\ ',fiE ;',j:) l)~\) ~)CI~Lt i iU ~)(:;\l[ f~C: ',(;/\[J W) :~Ct,U ,IVi ',CALE NO ':;criLL i'4U ~'>CAL[- NO SCMI ')1': r{j ~-CAL[ " ' , ~ ti,'; .~ 7[,,'."l:r1hcrr. '",:! ;-- \" .. I!J u '- lL Il () .. - ~ '=' r'~ .J--. 16j ~ en 0- eO Il:"t"'" <(I() 3:0 eJ, Zo -0 3:N NO- oU Nm <( ""- co N ~ ro (/)+:; o ro o Z o u w C9 <( (/) (/) <( 0.. o 0:: <(u ~ .. og' z 'c: - 0 ~N /' /' .< , 1 ST FLOOR - GARAGE WEST END COORDINATION PLAN 1 ST FLOOR - GARAGE EAST END COORDINATION PLAN 2ND FLOOR - 1 ST RESIDENTIAL LEVEL WEST END COORDINATION PLAN 2ND FLOOR - 1 ST RESIDENTIAL LEVEL EAST END COORDINATION PLAN 3RD FLOOR - 2ND RESIDENTIAL LEVEL WEST END COORDINATION PLAN 3RD FLOOR - 2ND RESIDENTIAL LEVEL EAST END COORDINATION PLAN 4TH -6TH FLOOR - 3RD-5TH RESIDENTIAL LEVEL WEST END COORDINATION PLAN 4TH-6TH FLOOR - 3RD-STH RESIDENTIAL LEVEL EAST END COORDINATION PLAN ROOF PLAN WEST END COORDINATION PLAN ROOF PLAN EAST END COORDINATION PLAN .'f.,r<if~C, ~'iL[ CH' [II. H l r~ CAP DF r,'d! ' i liel" t,:)UrJt";/\)iC1N !!i/'.N I :,' ie'c.1' .U" f-'- li/; p-"4!) l f'-. P 4' P ii', F' ::lOPED R(,IY li'IIivlin!, ('IN, ( 'JLUMN !'~i) JC;\L r ['ii) SCALf H'J ~/:AI L Ni) ~)\.j\1 L N() ~~,C/:.!l il)\! !\l [ '._()" l' .f)" i I.:;" 1 __(I'l 1/ I l' -0" I. li/c l' -0" '.1'-0" II 1'. U" ...I.-.U" 1 -(f 1/..1" .1' -u" , '1 '.__0" i/,j"".1 ' 1/4'..,1' C' : i 4"1' (,' -1' (;" " 1 I, ! . - I'" i. ;.; ''<. '- ',) :6 ,} ~t r.r 1".1 ~'.:; ,p' n'"~''' ~-~""" Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003 THESE PlANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WOR!;" UNDER SECTION 1 02 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAl WOR<.\ COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. ~)h[ARVljj\,LL nr li'.iL~ Vt\;{!f_ :_' ~:':f1t_f,J:;;Wr-\Ll. L;i 1/:.Ii C:, '!,1.i):t~~J '>jf__AF~\vt:,ll U! i ',,'.\R!f ~I <H[-j\FWA!.1. LK f/..!:':-, ',';PICC; r'jHEt.J:'W,~.LL [11 [!\Il >; \';'~i\iL ( JHEN~WAU. e,l i .\1[ I <JU~J[IAn liJ ~)t i ,',Il ':. <','Li)jr-C, lvlAcONRY [)f'-!i'iL ',-J ',>\f\IC~ i",()~-\f f[r,hlzjij ~:.t ]I,lL') p-.~ I ; ...:} I.) 1'./1' f'..!j 1 b I-' +! ) \//"'l\IL~~ i\:Sl rULi(!!i l'fl/~IL'~, :":/~I[~~ ";IPI.:(,:-it:~(/It. ii~ {; n~U:~,Ti JFtp,L (i[ 1/,11.:) '~':d<iLt; ,\r,Jlr ','; i ,',f'~. :' -(;" : /4' . I .iJ" '/:.j." -'.,) : /.~": . 0" 1 ii" I' I) r j-,; ~)C/\Ll- 1:.( I' 0" 'I /4".-: 1 ."' 1/4":;-'1 '~-()" r :))1 1)- I. 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L -.~.en : rf i' -.(1' 1'~U,. tlJtAr;I~[D l 1;'11 r ;~ --Li\Tl j, ; /4" - 1 ' - \..i" 1 /.j' ::1) i~\! ,'.Ij' S'.'MJ Ii: 'II lI~Ii\Fi.,[f) ii (i. tiHAi:,iElj f I LI~!J\R(:fD II' i'! :\f~ ~;'~\ln H /Ll' ~ liUn 11 -UVLl ( ! tlH i~'C<lr'lt U~LAf\Cl L' H()( ii i-LAt~ I'LDf.; LE'/[f f r~LAI~(~tD t.:_t It t~l[ CH/.J~i'~;AL l,kClIN"iAL I :jl,)U:" MECfW~;('AI ML\:li/.i-li(,/\t. M~CfIN'liU"l. ';J ~ ~ .~ .", f> i ( J lOo '1 .1._-"< . C' )- (. '.~. .. '!' ,,~1 i \'.. '1/ /' i Ii' p.', .~ ...,. ( )~;~/;4~'~, r;/ [?/':h;ir/7t"' PROJECT NO. 03540 :..c/~LL :'1:; 1,(1 4 \I\'~~ 03540 CONST~CTION. DOCUMENTS " ~VE~ SHEET \ :\ A- 0,1 ,;, ;.:; o CI..tlI~.r 6;;><;h 1,',. -';r ...,.~.. """,- .. ", '.~, ",~,' ,..~" , ,,", -A",. ,....=...'..""" .~n tir /j.7- ~) '0 "/~/A LS. 'tj.. '1, ';t ~-, VIO \ -"' 02~~:::; Na"'I(I.ltlol"l-e::""J ,~~<:S ~ - ~ " I'll PLUi'1; ,I' 1\. PLUII'H~,j;", i 111,'1 PL I, iMi")ir X~ i,:ocr' f i [I LI{,H!Ii'tN(; Ii; (~{'jM:AlINi;;/',T 1:'.1:" r~'"OQ-- il: m I~~ \VJ11; .~ :" ~ ~ '-I: J' ?110~~ : \! \\ ;i ,IAN i,. II ~ L , f~r.~VEl.OPM<f:N'"t. SEHVICES OEf~t ': L~!'!:~9~,(2v~,~~WAT~ .' _ BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10, 2005 Revisions: .. L SCHEDULE B - CERTIFICATION: THE FOLLOWING PERTAINS TO SCHEDULE "B" SECTION 2 OF THE TITLE COMMITMENT No.: 20277927CA. HAVING AN EFFECTIVE DATE: JULY 17. 2004 @ 8:00 A.M.. ISSUED BY: LAWYERS TITLE INSURANCE CORPORATION.: SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA LEGAL DESCRIPTION: UPLANDS: A PORTION OF LOT 9 AND ALL OF LOTS 10. 11. 12 AND 13. BLOCK D. UNIT 5. ISLAND ESTATES OF CLEARWATER. TOGETHER WITH A PORTION OF VACATED DORY PASSAGE. AS RECORDED IN PLAT BOOK 51. PAGE 34. PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. BEING MORE FULLY DESCRIBED AS FOLLOWS: R=50.00' A=81.44' CHD.= 72.73' CB=N060 03'25"W AS TO ITEMS 1-6: REQUIRES NO RESPONSE 8Y THE SURVEYOR AS TO ITEM 7: AS SHOWN AND LABELLED ON THIS SURVEY. AS TO ITEM 8: REQUIRES NO RESPONSE BY THE SURVEYOR. AS TO ITEM 9: THE NORTHEASTERLY 90 FEET OF DORY PASSAGE VACATED PER O.R.B. 4216. PG. 1405. OF THE PUBLIC REOCRDS OF PINELLAS COUNTY. FLORIDA. 10: A 10 FOOT PERMANENT SANITARY SEWER EASEMENT ALONG THE SOUTHWEST LINE OF THE NORTHEASTERLY TWO THIRDS OF LOT 9. AS RECORDED IN O.R.B. 5020, PG. 675 OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. 11: REQUIRES NO RESPONSE BY THE SURVEYOR. 12: REQUIRES NO RESPONSE BY THE SURVEYOR. 13: REQUIRES NO RESPONSE BY THE SURVEYOR. 14: REQUIRES NO RESPONSE BY THE SURVEYOR. 15: REQUIRES NO RESPONSE BY THE SURVEYOR. 16: AS SHOWN AS WATERWAY ON THIS SURVEY. 17: AS SHOWN ON THE SURVEY. LYING NORTHEASTERY AND NORTHWESTERLY OF THE 1.3' CONCRETE SEAWALL AND AND THE EXISTING DOCKS 18: REQUIRES NO RESPONSE BY THE SURVEYOR. 19: REQUIRES NO RESPONSE BY THE SURVEYOR. BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 13; THENCE N49023'41"W. ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF "WINDWARD PASSAGE". A DISTANCE OF 320.00 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT; THENCE ALONG SAID CURVE, HAVING A RADIUS OF 50.00 FEET. CHORD 31.62 FEET. BEARING N30057'41 "w. A DISTANCE OF 32.17 FEET TO A POINT OF REVERSE CURVE; THENCE ALONG A CURVE TO THE LEFT. HAVING A RADIUS OF 50.00 FEET. CHORD 73.14 FEET BEARING N59031'26"W. A DISTANCE OF 82.03 FEET; THENCE. LEAVING SAID LINE. N16031'22"W. A DISTANCE OF 120.00 FEET TO THE POINT OF CURVATURE OF A NON-TANGENT CURVE; THENCE ALONG SAID CURVE TO THE RIGHT. HAVING A RADIUS OF 170.00 FEET. A CHORD OF 162.57 FEET BEARING S77057'31 "E. A DISTANCE OF 169.50 FEET TO A POINT OF TANGENCY; THENCE S49023'41"E. A DISTANCE OF 180.00 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT; THENCE ALONG SAID CURVE HAVING A RADIUS OF 70.00 FEET. A CHORD OF 74.84 FEET BEARING S81042'22"E. A DISTANCE OF 78.96 FEET TO A POINT. SAID POINT BEING THE SOUTHWESTERLY CORNER OF PHASE IV VILLAGE ON ISLAND ESTATES. AS RECORDED IN CONDOMINIUM PLAT BOOK 35. PAGE 12. PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA; THENCE ALONG THE SOUTHERLY LINE OF SAID VILLAGE ON ISLAND ESTATES. THE FOLLOWING THREE (3) COURSES: 1.) S49023'41"E. A DISTANCE OF 136.76 FEET; 2.) S08012'32"E. A DISTANCE OF 81.05 FEET; AND 3.) S40036'19"W. A DISTANCE OF 106.62 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF THE AFOREMENTIONED WINDWARD PASSAGE; THENCE ALONG SAID LINE N49024'09"W. A DISTANCE OF 61.00 FEET; THENCE S40036'19"W. A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING CONTAINING 1.838 ACRES MORE OR LESS. SUBMERGED LANDS: I THOSE SUBMERGED LANDS LYING NORTHWESTERLY OF PHASE IV. VILLAGE ON ISLAND ESTATES. AS DESCRIBED IN THE OFFICIAL RECORDS BOOK 5885. PAGE 2178. PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA AND AS SHOWN HEREON. AS TO ITEM AS TO ITEM AS TO ITEM AS TO ITEM AS TO ITEM AS TO ITEM AS TO ITEM AS TO ITEM 0'0 i' ~. 7-_ 'V: 0, i] 0; <Y ;::/.q ,~ ~ o ~ ~ .- N N AS TO ITEM AS TO ITEM 60 I 30 I 'I 15 ....... o I'- L{) , , o I / 0:--- _._- .... SUBMERGED LANDS (O.R.B. 5885, PAGE 2178) 0.698 ACRES MORE OR LESS Ct:==_ 3: <Jl .- / NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINES OF LOTS 11-13. ACCORDING TO THE MAP OR PLAT THEREOF. HAVING A BEARING OF NORTH 49023'41" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. DATUM OF 1929 MEAN SEA LEVEL = 0.00. 3. BENCHMARK - PINELLAS COUNTY BENCHMARK MAP No. 144. BRASS DISK IN CONCRETE STAMPED "AURAL-A". ELEVATION = 12.607 4. THIS SURVEY WAS BASED ON THE TITLE COMMITMENT PERFORMED BY LAWYERS TITLE INSURANCE CORPORATION AND WAS SUPPLIED TO OUR FIRM BY GRONEK & LATHAM. LLP. TITLE COMMITMENT No. 20277927CA. DATED: JULY 17. 2004 @ 8:00 A.M. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. EASEMENTS AND RIGHTS-OF-WAY SHOWN PER PLAT. 5. UNDERGROUND IMPROVEMENTS. LOCATED AS SHOWN. 6. FLOOD ZONE INFORMATION: COMMUNITY PANEL No.: 125096 0102 G FLOOD ZONE: ZONE AE (EL. 11 ) ZONE AE (EL.12) ZONE VE (EL.13) REVISED MAP DATE: SEPTEMBER 03. 2003 7. A 30.00 FOOT DOCK EASEMENT PER PLAT BOOK 51. PAGE 34 OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. , I CD l") o o ~ if) / / CLEARWATER HARBOR WATERWAY (NOT INCLUDED) NOT PLATTED DEED No. 17452, PG. 119-120 DEED No. 1424, PG. 1 (CORRECTED 17452-A) 0=--- / .. I , if) :oc: u o o o o o 3: /r-B----B--0- WOOD PIL 11\l~_.-.d---e-----o 0 TYPICAL - ~-___ --------- --------~-- ZONE VE (EL.13) / PHASE IV VILLAGE ON ISLAND EST A TES (O.R.B. 4878, PG. 2008) , I ZONE VE (EL.13) ZONE AE (EL.12) ../ , , I I / c:..\'t.. r.:.''\~ 10 Aru SO "Vo 'ito ~<J', 'it7_, It-- <9 ;';0 (9, 00 :; 0==--:::: 0-- -- , , WATERWAY SUBMERGED LANDS (P .B. 51, PG. 34) 1.250 ACRES MORE OR LESS (1) STORY C.B.S. ( co ~ l") 0 S49.31'4911E 136.75'(C) S490 23'4111E 136.76'(0) 3.6' LEGEND: FCM FIR FCIR FIP FPIP PC PCP PLS PSM ORB PG PB TBM R A CHD. CB (P) (M) (F) (R) (C) (D) FND AIC C.B.S. CONCa LB p [[illJ SANITARY MANHOLE /~-RIM EL. = 5.46 / = FOUND CONCRETE MONUMENT = FOUND IRON ROD = FOUND CAPPED IRON ROD = FOUND IRON PIPE = FOUND PINCHED IRON PIPE = POINT OF CURVATURE = PERMANENT CONTROL POINT = PROFESSIONAL LAND SURVEYOR = PROFESSIONAL SURVEYOR & MAPPER = OFFICIAL RECORDS BOOK = PAGE = PLAT BOOK = TEMPORARY BENCHMARK = RADIUS = ARC DISTANCE = CHORD DISTANCE = CHORD BEARING = PLAT = MEASURED = FIELD = RADIAL = CALCULATED = DEED = FOUND = AIR CONDITIONER = CONCRETE BLOCK STUCCO = CONCRETE = LICENSED BUSINESS = DENOTES GROUND ELEVATIONS = DENOTES CATCH BASIN = DENOTES CONCRETE LIGHT POLE = DENOTES WOOD POWER POLE = DENOTES OVERHEAD POWER LINES = LOWEST LIVING FLOOR ELEVATION = WOOD POWER POLE = FIRE HYDRANT Y' I=-LOATING WOOD DOCKS -.- TYPICAL WOOD PILINGS TYP~, ~ R-70.00' A-78.96' CHD.-74.84'(O) 74.57'(M) CB-S810 42'22I1E(D) CB-S810 15'441lEO.O L{) co (J) L{) l") r--- .....- 1.3' CONC. SEAWALL \ SANITARY MANHOLE .r-- RIM EL.. ~ 5.31 ~ ~ CONCRETE PAVEMENT I)'" 'f, ~o ...> v: ~ t;: 0' R-170.00' A-169.50' CHD.-162.57'(O) 162.841(M) CB-S780 57'31"E(o) CB-S780 11'19I1E(M) 00 ASPHALT PAVEMENT .,. S49023'41"E 180.00'(P) FN/D S49016'1411E 180.01'(C) CONCRETE I(NO 10> .; PAVEMENT I _ _ ~ .......... _ - ~ 32.5' -- ~ -----? I !' BAIT WELL CONCRETE PAVEMENT .; I l .;.;~I .- .- ZONE AE (EL.11) " 101.0' l") o .-1------------ I I I I I I I I I I I I I I I I I I J l") o .....- 0) THIS SURVEY WAS MADE ON THE GROUND AS PER THE FIELD NOTES SHOWN ON THIS SURVEY AND CORRECTLY SHOWS (i) THE BOUNDARIES AND AREAS OF THE SUBJECT PROPERTY AND THE SIZE. LOCATION. AND TYPE OF BUILDINGS AND IMPROVEMENTS THERON AND THE DISTANCE THEREFROM TO THE NEAREST FACING EXTERIOR PROPERTY LINES OF THE SUBJECT PROPERTY: (ii) THE LOCATION OF ALL RIGHTS-OF-WAY. EASEMENTS AND ANY OTHER MATTERS OF RECORD (OF WHICH I HAVE KNOWLEDGE OR HAVE BEEN ADVISED. WHETHER OR NOT OF RECORD) AFFECTING OR BENEFITING THE SUBJECT PROPERTY: (iii) THE LOCATION OF THE PARKING AREAS ON THE SUBJECT PROPERTY; (iv) ALL ABUTTING DEDICATED PUBLIC STREETS PROVIDING ACCESS TO THE SUBJECT PROPERTY. TOGETHER WITH THE WIDTH AND NAME THEREOF; AND (v) ALL OTHER SIGNIFICANT ITEMS ON THE SUBJECT PROPERTY WITHIN THE REGULATIONS OF MY PROFESSIONAL GUIDELINES. 320.5' \ \ \ \ \ \ \ \ \ \ \ I I I I I I I I I '?v~ ~~ I J< /< ;::, "C) I I I I I I I I ~ --,.1 '?>/ '0" /~ /<. ~ i0 --------- LOT 12 LOT 11 LOT 13 -<>- ~ OHW LLF . EL. WPP FH LOT 10 C.B.S. & STEEL FRAME HIGH AND DRY MARINA L.F.F .EL. =5.71 ZONE AE (EL.12) C.B.S. & STEEL FRAME HIGH AND DRY MARINA OFFICE AREA , , / I HEREBY CERTIFY TO: POINT OF BEGINNING SOUTHEAST CORNER OF LOT 13 WINDWARD PASSAGE CONDOMINIUMS. LLC; AMSOUTH BANK; LAWYERS TITLE INSURANCE CORPORATION; ATTORNEYS' TITLE INSURANCE FUND. INC.; FOLEY & LARDNER. LLP; GRONEK & LATHAM. LLP AND PENNINGTON. MOORE. WILKINSON. DUNBAR & BELL. P.A.. AS AGENTS FOR ATTORNEYS' TITLE INSURANCE FUND. INC.; THAT ON THE 22ND DAY OF APRIL. 2004: .,,~ ~ ~... '0' ,.<( .,<( ~ ~ '0'~ .;;~ ,,<( /("f {:J ~9 '0'~ ,.<( rf' ~. ,>'y ,$( . ..,I>< 320.5' iY ... 101.0' ~ BAC~FLOW PREV!ENTER ASPHALT PAVEMENT ASPHALT PAVEMENT N4902J'4111W 320.00'(P) 320.09'(M) 19.91'(M) 20.001(0) S400 36'191tW(0) 5400 37'19I1W(M) ~. - ....p---- '(I 7 - --t=~ = = =...=-= = =~"EVL = b) EXCEPT AS SET FORTH BELOW. THERE ARE NO (i) ENCROACHMENTS UPON THE SUBJECT PROPERTY BY IMPROVEMENTS ON ADJACENT PROPERTY; (i i) ENCROACHMENTS ON ADJACENT PROPERTY. STREETS. OR ALLEYS BY ANY IMPROVEMENTS ON THE SUBJECT PROPERTY: (iii) PARTY WALLS: OR (iv) CONFLICTS OR PROTRUSIONS. (NONE SHOWN. NOR OBSERVED). 10' SAINT ARY EASEMENT <O.R.B. 5020, PG. 675) g, ~ LOT 8 0) INGRESS TO AND EGRESS FROM THE SUBJECT PROPERTY IS PROVIDED BY "WINDWARD PASSAGE". Pl RIGHT-OF-WAY AND "DORY PASSAGE". PRIVATE RIGHT-OF-WAY. (VACATED AS SHOWN HEREON). THE BEING PAVED. DEDICATED PUBLIC RIGHT-OF-WAY MAINTAINED BY PINELLAS COUNTY. WPP ~ OHW OH OHW OHW DHW OHW OHW OHW Q OHW WPP OHW OHW OHW OHW OHW SANIT ARY MANHOLE Rltv1"" E L -'-=-4".51 ----- INV.EL.= 0.30 W INV.E:L.= 0.54 E INV.EL.= 0.14 S \ SANIT ARY MANHOLE' RIM EL. = 5.48 INV.EL.= 1.87 NW INV.EL= 1.73 E WINDWARD PASSAGE 60' RIGHT-OF-WAY 26'ASPHALT PAVEMENT 2'CONC. GUTTER @) CURVE DATA R-50.00' A-82.03. CHD.-73.14'(O) 73.151(M) CB-N590 31'261tW(o) CB-N590 31'41I1W(M) e) THE PROPERTY (DOES) LIE WITHIN A F~OOD PLAIN OR FLOOD PRONE AREA. @ CURVE DATA R-50.00' A-J2.17' CHD.-31.62'(D8cM) CB-N300 57'41"W(o) CB-N30o 51'34I1W(M) C) d) ALL BUILDINGS ON THE SUBJECT PROPERTY ARE LOCATED AND DIMENSIONED AS THEY NOW EXIST. ~ a. Co f) THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF ~ U; FIELD BO:> o~ 1"..30' ij I PAGES: Z ~ BAK - 0 3:N NO. SHEET NeO U 030002.1 N m SCALE: ADDEO CERTIFICATION AND ANSWER ITEMS A-F OF SCHEDULE A ADDEO 30 FT. DOCK NOTE & DORY PASSAGE REVISED SANITARY P~PE RUN ALONG DORY PASSAGE ADDED !ITLE COMMITMENT CERTIFICATION REVISIONS BAK BAK BAK BAK BY: WINDW ARD PASSAGE CONDOMINIUMS. LLC. KLEIN & STAUB SURVEYING,INC. PROFESSIONAL SURVEYORS AND MAPPERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY. FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 BOUNDARY & TOPOGRAGHIC SURVEY JOB No.: LAST.,...E OF F~lD 1K: NO~~ER 12. 2003 _ _ ') iI~-\. .. .., 07/21/04 BRUCE A. KLEI~. PSM ;'~5 FLORIDA REGISTERE~ SO~VEYOR NOT VALID WITHOUT THE $IGNATURt AND ORIGINAL RAISED SEAL OF A FLllRtO~ LICEHStO SURVEYOR AND MAPPER DRAWN BY: 07/02/04 4 04/22/04 3 11 I: 3103 2 02/06/03 1 DATE: No: a: \030002.dgn Oct. 17, 2004 01: 14: 02 CHECKED BY: XXX FOR: SALAMAN A. HAIDER 10719 BOCA POINTE DRIVE ORLANDO. FLORIDA 32836 .\,; S(:: ~ o <( t-- co N ~ ro Cf);; Oro o Z o () w c.9 <( Cf) Cf) <( a. o 0::: <(() 5: .. og> z 'c: - 0 5:N ~ "Q o 9 -c( / - c: 0) t:: ::> U / VI Ol c: .~ o is --<t o SE r 0 0)0 g>~ VI ~ ~@ ~8 ~C'I -go ~~ o 0 --<t-, Ll) .. cry c: ~O cry" o 0) ~:::: /0 a.: a:: XREFS: illS A_Drwg-lndJc2 A_Drwg--lndx GENERAL NOTES GENERAL NOTES FINISHES 1. APPLY MANUFACTURERS REQUIRED OR RECOMMENDED SUBSTRATE PRIMER, SEALER OR CONDITIONER PRIOR TO APPLYING MATERIAL OR SUBSTANCE IN CONTACT OR BOND. STANDARD ABBREVIATIONS AB. ANCHOR BOLT L. LENGTH ACOUST. ACOUSTICAL LAV. LAVATORY ADJ. ADJUSTABLE LAM. LAMINATE AF.F. ABOVE FINISH FLOOR L.F. LINEAR FEET AH.U. AIR HANDLING UNIT LKR. LOCKER ALT. AL TERNA TE L.L. LEAD LINED ALUM. ALUMINUM ANOD. ANODIZED MAS. MASONRY AP. ACCESS PANEL MAX. MAXIMUM APP. APPROXIMATE MECH. MECHANICAL ARCH. ARCHITECTURAL MED.CAB. MEDICINE CABINET A.T. ACOUSTICAL TILE MTL. METAL MFD. MANUFACTURED BD. BOARD MFR. MAN UF ACTURER BM. BEAM M.H. MANHOLE BOT. BOTTOM MIN. MINIMUM B.U.R. BUILT -UP ROOFING MIR. MIRROR BLDG. BUILDING MISe. MISCELLANEOUS MLDG. MOLDING CAB. CABINET M.O. MASONRY OPENING CFCJ CONTRACTOR FURNISHED M.T. METAL THRESHOLD AND CONTRACTOR INSTALLED MTD. MOUNTED C.G. CORNER GUARD C.I. CAST I RON N.l.C. NOT IN CONTRACT C.J. CONTROL JOINT NOM. NOMINAL CL. CLEAR NTS. NOT TO SCALE CLO. CLOSET C.M.U. CONCRETE MASONRY UNIT O.A. OVERALL COL. COLUMN OFCI. OWNER FURNISHED CONC. CONCRETE CONTRACTOR INSTALLED O.e. ON CENTER CONST. CONSTRUCTION O.D. OUTSIDE DIAMETER CONT. CONTINUOUS CONTR . CONTRACTOR PL. PLATE CORR. CORRIDOR P.LAM. PLASTIC LAMINATE CPT. CARPET PLAS. PLASTER C.T. CERAMIC TILE PLUMB. PLUMBING CRT. COUNTER PLWD. PLYWOOD P.T. PRESSURE TREATED DET. DETAIL P.T.D. PAPER TOWEL DISPENSER DIA. DIAMETER PVe. POLYVINYL CHLORIDE DIAG. DIAGONAL Q.T. QUARRY TILE DIM. DIMENSION DISP. DISPENSER R. RADIUS DN. DOWN R.C.P. REINFORCED CONCRETE PIPE DWG. DRAWING R.D. ROOF DRAIN E.B. EXPANSION BOLT REC. RECEPTACLE E.J. EXPANSION JOINT REF. REFRIGERATOR EL. ELEVATION REG. REGLET ELEC. ELECTRICAL REINF. REINFORCED ELEV. ELEVATOR REOD. REQUIRED E.P. ELECTRICAL PANEL RM. ROOM EO. EQUAL R.O. ROUGH OPENING EQUIP. EQUIPMENT E.W.C. ELECTRIC WATER COOLER SCRN. SCREEN EX. EXISTING SCHD. SCHEDULE EXP. EXPOSED SEC. SECTION EXT. EXTERIOR SH. SHELF SHT. SHEET F.C. FURRING CHANNEL SIM. SIMILAR SP. SPACE F.E.C. FIRE EXTINGUISHER CAB. SPECS. SPECIFICATIONS FD. FLOOR DRAIN SS. STAINLESS STEEL FF FINISH FLOOR STL. STEEL F.H.e. FIRE HOSE CABINET STOR. STORAGE FIN. FINISH STRUC. STRUCTURAL FL. FLOOR SUSP. SUSPENDED F.R. FIRE RATED T.B. TOGGLE BOLT GA GUAGE T.C. TOILET COMPARTMENT GALV. GALVANIZED TEL. TELEPHONE G.C. GENERAL CONTRACTOR TEMP. TEMPERATURE GL. GLASS T.P.D. TOILET PAPER DISPENSER G.F.R.C. GLASS FIBER REINFORCED CEMENT TYP. TYPICAL GJ.R.G. GLASS FIBER REINFORCED GYPSUM GR. GRADE U.C. UNDERCOUNTER GYP. GYPSUM UTIL. UTILITY G.W.B. GYPSUM WALLBOARD V.B. VINYL BASE HT. HEIGHT VEST. VESTIBULE H.B. HOSE BIBB VERT. VERTICAL HVAC. HEATING,VENTILATlNG, V. I. F. VERIFY IN FIELD & AIR CONDITIONING V.W.C. VINYL WALLCOVERING I.D. INSIDE DIAMETER W. WIDTH I.E. INVERT ELEVATION W/ WITH INSUL. INSULATION W.C. WATER CLOSET INT. INTERIOR WD. WOOD W.P. WEATHER PROOF JT. JOINT W.WJ. WELDED WIRE FABRIC KIT. KITCHEN KW. KILOWATT PROJECT TEAM OWNER: WINDWARD PASSAGE LLC 200 WINDWARD PASSAGE, SUITE 2 CLEARWATER, FL 33767 TEL: (727) 441 - 380 1 FAX: (727) 442-5684 CONTACTS: SAL HAIDER EMAIL: shaider@windwardpassage.info STRUCTURAL ENGINEER: MOHAN ENGINEERING 13630 58th STREET, NORTH, SUITE 107 CLEARWATER, FL 33760 TEL: (727) 535-9771 FAX: (727) 535-9773 CONTACT: GEORGE MOHAN EMAIL: george.mohan@mohaneng.com 1. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE SET OF DRAWINGS & SPECIFICATIONS TO EACH SUBCONTRACTOR & FOR INSURING THAT THE WORK OF EACH SUBCONTRACTOR IS COORDINATED WITH THE WORK OF ALL OTHER SUBCONTRACTORS. 2. BEFORE BEGINNING WORK AT THE SITE, WHERE POSSIBLE, AND THROUGHOUT THE COURSE OF THE WORK, INSPECT AND VERIFY THE LOCATION AND CONDITION OF EVERY ITEM AFFECTED BY THE WORK UNDER THIS CONTRACT AND REPORT DISCREPANCIES TO THE ARCHITECT BEFORE DOING WORK RELATED TO THAT BEING INSPECTED. 3. TRADE, PRODUCT, OR MANUFACTURER'S NAMES OR CATALOG NUMBERS SHOWN ON THE DRAWINGS FOR NEW PRODUCTS ARE TO ESTABLISH QUALITY REQUIRED. IN EACH CASE ADD, BY INFERENCE, AFTER TRADE, PRODUCT OR MANUFACTURER'S NAME, THE PHRASE "OR, AS APPROVED BY ARCHITECT." 4. DETERMINE THE LOCATION OF PARTITIONS NOT DIMENSIONED BY THEIR RELATION TO COLUMN FACE OR CENTER, WINDOW JAMB OR MULLION, OR OTHER SIMILAR FIXED ITEM. 5. ACTUAL LOCATIONS OF LIGHT FIXTURES, PLUMBING FIXTURES, ETC., ARE TO BE AS INDICATED ON ARCHITECTURAL DRAWINGS. ANY CONFLICTS WITH MEP DRAWINGS ARE TO BE RESOLVED WITH THE ARCHITECT PRIOR TO CONSTRUCTION. TERMITE PROTECTION TERMITE PROTECTION REQUIREMENTS 1. Soil treatment for subterranean termite prevention inside the foundation perimeter sholl be done after 011 excavation, backfilling and completion is complete. 2. Soil area disturbed after initial chemical soil treatment sholl be treated with 0 chemical soil treatment, including spaces boxed or framed. 3. Space in concrete floors boxed out or formed for the subsequent installation of plumbing traps, drains or any other purpose shall be created by using plastic or metal permanently placed forms of sufficient depth to eliminate any planned soil disturbance after initial chemical soil treatment. 4. Chemically treated soil sholl be protected with a minimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, re-treatment is required. Any work, including placement of reinforcing steel, done after chemical treatment until the concrete floor is poured, shall be done in such 0 manner as to avoid penetrating or disturbing treated soil. 5. Concrete over-pour ar mortar accumulated along the exterior foundation perimeter sholl be removed prior to exterior chemical soil treatment, to enhance vertical penetration of the chemicals. 6. Chemical soil treatments sholl also be applied under 011 exterior concrete or grade within one (1) foot of the primary structure sidewalls. Also, 0 vertical chemical barrier shall be applied promptly after construction is completed, including initial landscaping and irrigation/sprinkler installation. Any soil disturbed after the chemical vertical barrier is applied sholl be promptly re-treated. 7. The rules and lows os established by the "Florida Deportment of Architecture and Consumer Services" shall be deemed as approved with respect to pre-construction soil treatment for protection against subterranean termites. 8. A "Certificate of Compliance" shall be issued to the building department by the licensed pest control company that contains the following statement: "The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services." HANDRAIL DESIGN 1. Handrails sholl be designed and constructed for 0 concentrated load of 200 Ib applied at any point and in any direction. 2. Handrails located other than within dwelling units sholl also be designed and constructed for a load of 50 plf applied in any dirtection. 3. Loading conditions in nates 1. and 2. above sholl not be applied simutaneously, but each shall be applied to produce maximum stress in each of the respective components or any of the supporting components. 4. Contractor shall submit for approval sealed structural drawings for handrail/guardrail design, including fabrication and erection details with complete installation instructions prior to installation. 5. Handrails sholl extend at least 12" horizontally beyond the top riser of 0 flight. At the bottom, the handrail sholl continue to slope for a distance of the depth of one tread plus 12" from the bottom riser. 6. Handrails, where required along open-sided flights of stairs, sholl be of construction adequate in strength, durability and attachment for their purposes os prescribed in the 'guardrail design' notes. GUARDRAIL DESIGN 1. Guardrail systems shall be designed and constructed for 0 concentrated load of 200 Ib applied at any point and in any direction at the top of the guardrail. 2. Guardrail systems located other than within dwelling units shall be designed and constructed for a load of 50 plf applied horizontally at the reguired guardrail height and a simultaneous load of 100 plf applied vertically downward at the top of the guardrail. 3. The guardrail system sholl also be designed and constructed to resist a 200 Ib concentrated horizontal load applied on a 1 sq ft area at any point in the system including intermediate roils or other elements serving this purpose. 4. Loading conditions in notes 1., 2. and 3. above sholl not be applied simultaneously, but each shall be applied to provide maximum stress in each of the respective components or any of the supporting components. 5. Contractor shall submit for approval sealed structural drawings for handrail/guardrail design, fabrication and erection with complete installation details prior to installation. ARCHITECT: WALTON H. CHANCEY & ASSOCIATES ARCHITECTS, PA 1860 REPUBLICA DE CUBA TAMPA, FLORIDA 33605 TEL: (813) 248-9258 FAX: (813) 247-3507 CONTACTS: LARRY NUZUM, PRINCIPAL IN CHARGE EMAIL: larrynuzum@chanceydesing.com MECHANICAL ENGINEER: MECHANICAL ENGINEERING SOLUTIONS MECHANICAL ENGINEERING SOLUTIONS 5421 BEAUMONT CENTER BOULEVARD SUITE 675 TAMPA, FL 33634 TEL: (813) 885-9600 FAX: (813) 884-0045 CONTACT: MARK AWMILLER Email: mark.awmiller@mech-solutions.com 2. ALL FLOOR PATTERNS ARE TO BE REVIEWED BY THE INSTALLER AND IF THERE ARE ANY DISCREPANCIES BETWEEN THE FLOOR MATERIAL LAYOUTS AND THE LAYOUT AT TIME OF INSTALLATION THE DESIGNER IS TO BE CONTACTED FOR REVIEW PRIOR TO PROCEEDING. 3. GENERAL CONTRACTOR TO VERIFY ALL FLOORING MATERIAL TRANSITION POINTS & THRESHOLD MATERIALS W/ ARCHITECT. 4. ALL CARPET TO STONE OR CARPET TO TILE TRANSITIONS TO USE A SCHLUTER EDGE SYSTEM OR EQUAL. 5. ALL STONE & TILE FLOORING TO HAVE "TOOTHPICK" GROUT LINES WHERE POSSIBLE. INSTALLER TO CONSULT W/ ARCHITECT & INTERIOR DESIGNER IF CONDITIONS EXISTS WHERE THIS IS NOT POSSIBLE. 6. VERIFY ALL EXISTING CONDITIONS - FLOOR, PLUMBING, ELECTRICAL ECl 7. FINISH SAMPLES OF CASEWORK STAINS AND PAINTS TO BE PROVIDED PRIOR TO CONSTRUCTION. 8. ALL SURFACES ARE TO BE CLEAN PRIOR TO APPLYING OR INSTALLING NEXT MATERIAL AND / OR CABINETRY. 9. ANY DEVIATION FROM THE PROVIDED DRAWINGS AND / OR SPECIFICATIONS IS TO BE REVIEWED AND APPROVED WITH ARCHITECT / INTERIOR DESIGNER / OWNER 10. ALL APPLIANCES, PLUMBING, AND FIXTURES ARE TO BE INSTALLED PER MANUFACTURERS REQUIREMENTS. 11. GENERAL CONTRACTOR IS TO NOTIFY ARCHITECT OF ANY DISCONTINUED PRODUCTS PRIOR TO THE NEED FOR INSTALLATION OF THAT PRODUCT. THIS WILL ALLOW ADEQUATE TIME FOR RE -SELECTION AND OWNER APPROVAL. 12. REFER TO SPECIFICATIONS FOR PLUMBING, APPLIANCES AND FIXTURES SELECTIONS AND REFER TO MANUFACTURER FOR REQUIREMENTS. 13. GENERAL CONTRACTOR IS TO REVIEW PLUMBING FIXTURE SPECIFICATIONS AND MAKE SURE PLUMBING SUBCONTRACTORS IS AWARE OF ALL PARTS AND TRIMS REQUIRED FOR FINISHED INSTALLATION. 14. CONTRACTOR TO INSTALL ALL "BY OWNER" PROVIDED LIGHT FIXTURES. BUILDING INFORMATION CONTRACTOR: IRWIN CONSTRUCTION ELECTRICAL ENGINEER: CONSULTING ENGINEERING GROUP CONSULTING ENGINEERING GROUP (CEG) 8840 N FLORIDA AVE TAMPA, FL 33604 TEL: (813) 936-0796 FAX: (813) 936-0799 CONTACT: Jim Kill EMAIL: ceg@gte.net CODES AND STANDARDS: 2001 FLORIDA BUILDING CODE w/2003 REVISIONS 2001 FLORIDA BUILDING CODE - MECHANICAL 2001 FLORIDA BUILDING CODE - PLUMBING 2001 FLORIDA BUILDING CODE - FUEL GAS 2001 FLORIDA FIRE PREVENTION CODE STANDARD FOR UNSAFE BUILDING ABATEMENT CODE, 1985 EDITION NFPA 101, LIFE SAFETY CODE, 2000 EDITION NFPA 70, NATIONAL ELECTRICAL CODE, 2002 EDITION NFPA 58, LIQUEFIED PETROLEUM GAS CODE, 1999 EDITION CHAPTER 51, FLOOD PROTECTION, CITY CODE OF ORDINANCES CHAPTER 53, MARINE IMPROVEMENTS, CITY CODE OF ORDINANCES STANDARD HOUSING CODE, 1991 EDITION & CHAPTER 49, CITY CODE OF ORDINANCES 2001 FLORIDA BUILDING CODE, SECTION 3107, PINELLAS GULF BEACHES COASTAL CONSTRUCTION CODE FEMA - 13 FLOOD EMERGENCY & RESIDENTIAL REPAIR HANDBOOK FEMA - 15 DESIGN GUIDELINES FOR FLOOD DAMAGE REDUCTION FEMA - 54 ELEVATED RESIDENTIAL STRUCTURES FEMA - 55 COASTAL CONSTRUCTION MANUAL FEMA - 85 MANUFACTURED HOME INSTALLATION IN FLOOD HAZARD ZONES FEMA - 100 A UNIFIED NATIONAL PROGRAM FOR FLOOD-PLAIN MANAGEMENT FEMA - 102 FLOOD-PROOFING NON-RESIDENTIAL STRUCTURES FEMA - 114 DESIGN MANUAL FOR RETROFITIING FLOOD-PRONE RESIDENTIAL STRUCTURES FEMA - 213 ANSWERS TO QUESTIONS ABOUT SUBSTANTIALLY DAMAGED BUILDINGS FFH - FEDERAL FAIR HOUSING CODE - TITLE VIII OF THE CIVIL RIGHTS ACT OF 1968, AS AMENDED MARCH 6, 1991 ADA - AMERICAN WITH DISABILITIES ACT OF 1990 OCCUPANCY: MIXED FEMA FLOOD ZONE ZONE: VE (ELEV. 12') 222 SECOND STREET NORTH ST PETERSBURG, FLORIDA 33701 TEL: (727) 898-3333 FAX: (727) 822-3491 CONTACT: STEVE ADAMS EMAIL: sadams@irwincontracting.com CIVIL ENGINEER: NORTHSIDE ENGINEERING SERVICES. INC. 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FL 33755 TEL: (727) 443- 2869 FAX: (727) 446-8036 CONTACT: DEBRA HARRIS EMAIL: debra@northsideengineering.com INTERIOR DESIGN: SANDRA B. CHANCEY INTERIOR DESIGN 1860 REPUBLICA DE CUBA TAMPA, FLORIDA 33605 TEL: (813) 247-3203 FAX: (813) 247-6144 CONTACT: CATHERINE CHRISTIE / PRINCIPAL IN CHARGE EMAIL: cchristie@chanceydesign.com LEVEL 1 Group S: STORAGE (PARKING-OPEN) LEVELS 2-5 Group R: RESIDENTIAL R-2 BUILDING AREA NOTES LANDSCAPE ARCHITECT: DAVID CONNER & ASSOCIATES 1404 WEST SWANN AVENUE TAMPA, FL 33606 TEL: (813) 258-1997 FAX: (813) 254-4194 CONTACT: DAVID CONNER EMAIL: vince@dconnerassociates.com ;..-,.:.;;~;;.;,:- "'"""-'~~'_'--._"._--,.",,.'-~.' ,.,.-..- ."......~ r=\ ~ P IT' !: r,rl r" : I r! I:' I..tl.' I; i; " w[~: :~..-' . '. ~ <~';";"""__A_W\'>)~ oev ~a~'F:"t FIRST FLOOR SECOND FLOOR FLOORS 3 - 6 TOTAL CIVIL INFORMATION FOR THIS PROJECT HAS BEEN SUBMITTED TO CITY OF CLEARWATER FOR SITE REVIEW UNDER THE WINDWARD PASSAGE AS CASE NO. FLD2003-11059--202 WINDWARD PSG STANDARD SYMBOLS OQIJ ROOM IDENTIFICATION SYMBOL WALL SECTION MARKER 8 DOOR IDENTIFICATION SYMBOL Q 0 WINDOW IDENTIFICATION SYMBOL DETAIL MARKER ~ KEY NOTE 1 4~2 & INTERIOR ELEVATION SYMBOL REVISION SYMBOL 3 0 WALL TYPE INDICATOR ~ 0) ELEVATION MARKER COLUMN MARKER ~ BUILDING SECTION MARKER Keyplan 43000 SF 43000 SF 37220 SF (EACH) 234,880 SF CONSTRUCTION lYPE FOR GENERAL CODE DATA INCLUDING EGRESS AND RATED WALL LOCATIONS, SEE LIFE SAFETY PLANS ON SHEETS. FOR WALL TYPE INDICATORS, SEE SHEETS_____. FOR WALL TYPE DETAILS SEE SHEETS _____. FOR PENETRATION DETAILS, SEE SHEETS _____. TYPE II - FULLY SPRINKLERED WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 .^". "'" ~ .'-c ,,,sid (:'/- \2...t.> I C' \" (. .,~. .. -t, "/~I/ . ~ , l i /,' BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10, 2005 Revisions: COVER SHEET 03540 CONSTRUCTION DOCUMENTS ~0 \~\ vi r' ,; ...,. )l/f ' r;-:, .)" ( .... 'l";;~~~~;-' a rt'/ f' Y t';-",;"it'N/ f' . @2003 THESE PlANS ARE COPYRIGffTlD AND ARE SUBJECT TO COPYRIGffT PROTECTION AS AND 'ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROJECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. A -003 PROJECT NO. 03540 SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINEL LAS COUNTY, FLORIDA SCHEDULE B - CERTIFICATION: LEGAL DESCRIPTION: THE FOLLOWING PERTAINS TO SCHEDULE "B" SECTION 2 OF THE TITLE COMMITMENT No.: 20277927CA. HAVING AN EFFECTIVE DATE: JULY 17. 2004 @ 8:00 A.M.. ISSUED BY: LAWYERS TITLE INSURANCE CORPORATION. : AS TO ITEMS 1-6: REQUIRES NO RESPONSE BY THE SURVEYOR AS TO ITEM 7: AS SHOWN AND LABELLED ON THIS SURVEY. AS TO ITEM 8: REQUIRES NO RESPONSE BY THE SURVEYOR. AS TO ITEM 9: THE NORTHEASTERLY 90 FEET OF DORY PASSAGE VACATED PER O.R.B. 4216. PG. 1405. OF THE PUBLIC REOCRDS OF PINELLAS COUNTY. FLORIDA. AS TO ITEM 10: A 10 FOOT PERMANENT SANITARY SEWER EASEMENT ALONG THE SOUTHWEST LINE OF THE NORTHEASTERLY TWO THIRDS OF LOT 9. AS RECORDED IN O.R.B. 5020. PG. 675 OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. AS TO ITEM 11: REQUIRES NO RESPONSE BY THE SURVEYOR. AS TO ITEM 12: REQUIRES NO RESPONSE BY THE SURVEYOR. AS TO ITEM 13: REQUIRES NO RESPONSE BY THE SURVEYOR. AS TO ITEM 14: REQUIRES NO RESPONSE BY THE SURVEYOR. AS TO ITEM 15: REQUIRES NO RESPONSE BY THE SURVEYOR. AS TO ITEM 16: AS SHOWN AS WATERWAY ON THIS SURVEY. AS TO ITEM 17: AS SHOWN ON THE SURVEY. LYING NORTHEASTERY AND NORTHWESTERLY OF THE 1.3' CONCRETE SEAWALL AND AND THE EXISTING DOCKS AS TO ITEM 18: REQUIRES NO RESPONSE BY THE SURVEYOR. AS TO ITEM 19: REQUIRES NO RESPONSE BY THE SURVEYOR. .. / / OEED CLEARW ATER HARBOR WATERWAY (NOT INCLUDED) NOT PLATTED DEED No. 17452, PG. 119-120 No. 1424, PG. 1 (CORRECTED 17452-A) ZONE VE CEL.13) :,'0. br'O\ c:," t- -:; c:.\\..J 10 brv S6 WATERWAY SUBMERGED LANDS (P .B. 51, PG. 34) 1.250 ACRES MORE OR LESS 1.3' CONC. SEAWALL F'N/D 8AIT u~o ID) WELL CONCRETE PAVEMENT " \ \ \ \ \ \ \ \ \ \ \ , LOT 10 ~ / f I / 10' SAINT ARY EASEMENT CO.R.8. 5020, PG. 675) LOT 8 UPLANDS: A PORTION OF LOT 9 AND ALL OF LOTS 10, 11. 12 AND 13. BLOCK D, UNIT 5. ISLAND ESTATES OF CLEARWATER, TOGETHER WITH A PORTION OF VACATED DORY PASSAGE. AS RECORDED IN PLAT BOOK 51. PAGE 34. PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. BEING MORE FULLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 13; THENCE N49023'41 /lW. ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF "WINDWARD PASSAGE/I. A DISTANCE OF 320.00 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT; THENCE ALONG SAID CURVE. HAVING A RADIUS OF 50.00 FEET. CHORD 31.62 FEET. BEARING N30057'41 /lW. A DISTANCE OF 32.17 FEET TO A POINT OF REVERSE CURVE; THENCE ALONG A CURVE TO THE LEFT. HAVING A RADIUS OF 50.00 FEET. CHORD 73.14 FEET BEARING N59031 '26/1W, A DISTANCE OF 82.03 FEET; THENCE. LEAVING SAID LINE. N16031 '22/1W. A DISTANCE OF 120.00 FEET TO THE POINT OF CURVATURE OF A NON-TANGENT CURVE; THENCE ALONG SAID CURVE TO THE RIGHT. HAVING A RADIUS OF 170.00 FEET. A CHORD OF 162.57 FEET BEARING S77057'31/1E. A DISTANCE OF 169.50 FEET TO A POINT OF TANGENCY; THENCE S49023'41 /IE. A DISTANCE OF 180.00 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT; THENCE ALONG SAID CURVE HAVING A RADIUS OF 70.00 FEET, A CHORD OF 74.84 FEET BEARING S81042'22/1E. A DISTANCE OF 78.96 FEET TO A POINT. SAID POINT BEING THE SOUTHWESTERLY CORNER OF PHASE IV VILLAGE ON ISLAND ESTATES. AS RECORDED IN CONDOMINIUM PLAT BOOK 35. PAGE 12. PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA; THENCE ALONG THE SOUTHERLY LINE OF SAID VILLAGE ON ISLAND ESTATES. THE FOLLOWING THREE (3) COURSES: 1.) S49023'41/1E. A DISTANCE OF 136.76 FEET; 2. 1 S08012'32/1E. A DISTANCE OF 81.05 FEET; AND 3. 1 S40036'19/1W. A DISTANCE OF 106.62 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF THE AFOREMENTIONED WINDWARD PASSAGE; THENCE ALONG SAID LINE N49024'09/1W. A DISTANCE OF 61.00 FEET; THENCE S40036'19/1W. A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING CONTAINING 1.838 ACRES MORE OR LESS. SUBMERGED LANDS: I THOSE SUBMERGED LANDS LYING NORTHWESTERLY OF PHASE IV. VILLAGE ON ISLAND ESTATES. AS DESCRIBED IN THE OFFICIAL RECORDS BOOK 5885. PAGE 2178. PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA AND AS SHOWN HEREON. R=50.00' A=81.44' CHD.-72.73' C8=N060 03'25"W o I 30 I ~ ~. ....... CV ~ -~ ,;y- o ~ ~ .- N N f , 60 ,:.. I I 15 I o r---. LO 3: I NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINES OF LOTS 11-13. ACCORDING TO THE MAP OR PLAT THEREOF. HAVING A BEARING OF NORTH 49023'41/1 WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. DATUM OF 1929 MEAN SEA LEVEL = 0.00. 3. BENCHMARK - PINELLAS COUNTY BENCHMARK MAP No. 144. BRASS DISK IN CONCRETE STAMPED /lAURAL-A/I. ELEVATION = 12.607 4. THIS SURVEY WAS BASED ON THE TITLE COMMITMENT PERFORMED BY LAWYERS TITLE INSURANCE CORPORATION AND WAS SUPPLIED TO OUR FIRM BY GRONEK & LATHAM. LLP. TITLE COMMITMENT No. 20277927CA, DATED: JULY 17. 2004 @ 8:00 A.M. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. EASEMENTS AND RIGHTS-OF-WAY SHOWN PER PLAT. 5. UNDERGROUND IMPROVEMENTS. LOCATED AS SHOWN. 6. FLOOD ZONE INFORMATION: COMMUN I TY PANEL No.: 125096 0102 G FLOOD ZONE: ZONE AE (EL. 11 ) ~ ZONE AE (EL. 12 ) ;. Of:\I~LOg...t1. ~J ''f:'ERV.'C:'I:S Dr:fil~ ~ ...., ... l~" - ...,.. ~ ZONE VE (EL. 13 ) --;-~ ". ...~,t::,An~lirj;n_-J REVISED MAP DATE: SEPTEMBER 03. 2003 7. A 30.00 FOOT DOCK EASEMENT PER PLAT BOOK 51. PAGE 34 OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. SUBMERGED LANDS (O.R.B. 5885, PAGE 2178) 0.698 ACRES MORE OR LESS (J) (() f") o o .q- (f) ! if .. f ZONE VE (EL.13l ZONE AE (EL.12l ..I PHASE IV VILLAGE ON ISLAND ESTATES (O.R.B. 4878, PG. 2008) "Vo 70 ~\J\ 77" It- ~ <0 (9, r:<J :J I f f (1) STORY C.8.S. ..,.... ... r - CD .q- f") 7& 'S, -.?' "10",<) 00 '-Y-1, I'VO ~?' 'Q ,<) U?, "1?-: ?'(: ('% ~ ~"V?' CONCRETE PAVEMENT ASPHAL T PAVEMENT ",$' ~ LEGEND: FCM FIR FCIR FIP FPIP PC PCP PLS PSM ORB PG PB TBM R A CHD. CB (P) (M) (F) (R) (C) (D) FND AIC C,B.S. CONC. LB P ITIDl1 -Q- Q OHW LLF. EL. WPP FH fY = FOUND CONCRETE MONUMENT = FOUND IRON ROD = FOUND CAPPED IRON ROD = FOUND IRON PIPE = FOUND PINCHED IRON PIPE = POINT OF CURVATURE = PERMANENT CONTROL POINT = PROFESSIONAL LAND SURVEYOR = PROFESSIONAL SURVEYOR & MAPPER = OFFICIAL RECORDS BOOK = PAGE = PLAT BOOK = TEMPORARY BENCHMARK = RADIUS = ARC DISTANCE = CHORD DISTANCE = CHORD BEARING = PLAT = MEASURED = FIELD = RADIAL = CALCULATED = DEED = FOUND = AIR CONDITIONER = CONCRETE BLOCK STUCCO = CONCRETE = LICENSED BUSINESS = DENOTES GROUND ELEVATIONS = DENOTES CATCH BASIN = DENOTES CONCRETE LIGHT POLE = DENOTES WOOD POWER POLE = DENOTES OVERHEAD POWER LINES = LOWEST LIVING FLOOR ELEVATION = WOOD POWER POLE = FIRE HYDRANT 4.27 R- 70.00' A- 78.96' CHD.-74.84'(O) 74.57'(M) CB-S81.42'22"E(O) CB-S81.15'44"E(M) S490 31'49"E S49023'41"E ",y ~ 394' to (1) STORY t to \>~ \-: /\ . ~ C3~.2,' y"/ 'Y LO co (J) LO ~ ... S49023'41"E 180.00'(P) FN/D S49.16'14"E 180.01'(C) CONCRETE ICNO 10) PAVEMENT..L- -- .,. ~ ,~ y------i/ I ~ I ~ ~ ~ t -.. CD 32.5' ..-- .- ZONE AE (EL.11) 101.0' 320.5' f") o '-1- - - - - - - - - - -- I I I I I I I I I I I I I I I I I I I jY .., "" ..y 37 I- O:::~~ I m z ~3~~1 0::: w I-'~ -, ~ IJ_ ....J W ~o0U) > '-"CL~ ~ ~!g~i nwffi 0 '-:~n::: I ~S~I I LOT 11 LOT 12 LOT 13 >-- <c r_ 3~ m ~:c:!. !5 o. () I C'> f- 0_ () ::r:: " Z ()lO 0 lYN () o.q-- ~ffi <((L uc::i <1" > I HEREBY CERTIFY TO: C.8.S. & STEEL FRAME HIGH AND DRY MARINA L.F.F .EL.=5. 71 C.8.S. & STEEL FRAME HIGH AND DRY MARINA OFFICE AREA .- o o ZONE AE (EL.12) 320.5' POINT OF BEGINNING SOUTHEAST CORNER OF LOT 13 WINDWARD PASSAGE CONDOMINIUMS, LLC; AMSOUTH BANK; LAWYERS TITLE INSURANCE CORPORATION; ATTORNEYS' TITLE INSURANCE FUND, INC.; FOLEY & LARDNER, LLP; GRONEK & LATHAM, LLP AND PENNINGTON, MOORE, WILKINSON. DUNBAR & BELL, P.A., AS AGENTS FOR ATTORNEYS' TITLE INSURANCE FUND, INC.; THAT ON THE 22ND DAY OF APRIL, 2004: '6')' 101.0' 61.00'(0) - ~.93'(M) ':~ ,INLET I 0) THIS SURVEY WAS MADE ON THE GROUND AS PER THE FIELD NOTES SHOWN ON THIS SURVEY AND CORRECTLY SHOWS (i) THE BOUNDARIES AND AREAS OF THE SUBJECT PROPERTY AND THE SIZE, LOCATION. AND TYPE OF BUILDINGS AND IMPROVEMENTS THERON AND THE DISTANCE THEREFROM TO THE NEAREST FACING EXTERIOR PROPERTY LINES OF THE SUBJECT PROPERTY; (i i) THE LOCATION OF ALL RIGHTS-OF-WAY, EASEMENTS AND ANY OTHER MATTERS OF RECORD (OF WHICH I HAVE KNOWLEDGE OR HAVE BEEN ADVISED. WHETHER OR NOT OF RECORD) AFFECTING OR BENEFITING THE SUBJECT PROPERTY; (i ii) THE LOCATION OF THE PARKING AREAS ON THE SUBJECT PROPERTY; (iv) ALL ABUTTING DEDICATED PUBLIC STREETS PROVIDING ACCESS TO THE SUBJECT PROPERTY, TOGETHER WITH THE WIDTH AND NAME THEREOF; AND (v) ALL OTHER SIGNIFICANT ITEMS ON THE SUBJECT PROPERTY WITHIN THE REGULATIONS OF MY PROFESSIONAL GUIDELINES. b) EXCEPT AS SET FORTH BELOW. THERE ARE NO (i) ENCROACHMENTS UPON THE SUBJECT PROPERTY BY IMPROVEMENTS ON ADJACENT PROPERTY; (i i) ENCROACHMENTS ON ADJACENT PROPERTY, STREETS, OR ALLEYS BY ANY IMPROVEMENTS ON THE SUBJECT PROPERTY; (i ii) PARTY WALLS; OR (iv) CONFLICTS OR PROTRUSIONS. (NONE SHOWN, NOR OBSERVED). c) INGRESS TO AND EGRESS FROM THE SUBJECT PROPERTY IS PROVIDED BY ffWINDWARD PASSAGEff, PUBLIC RIGHT-OF-WAY AND ffDORY PASSAGEff. PRIVATE RIGHT-OF-WAY. (VACATED AS SHOWN HEREON). THE SAME BEING PAVED, DEDICATED PUBLIC RIGHT-OF-WAY MAINTAINED BY PINELLAS COUNTY. d) ALL BUILDINGS ON THE SUBJECT PROPERTY ARE LOCATED AND DIMENSIONED AS THEY NOW EXIST. cD [T1 m o .,y ASPHALT PAVEMENT ASPHALT PAVEMENT ~:.s 19.91'(M) 20.00'(0) S40. 36'19"W(O) S40.37'19"W(M) .-----.-:-l< - - - -- .y N49.23141"W 320.00'(P) 320.09'(M) fl' ~I __ . .i =-- ~ ... .!,..~,.::._...". .,.,",. )':~;"".";.'~;:'_m IrJe'er := ~HW---O!.IW OHW OHW---0HW WPP WINDWARD PASSAGE 60' RIGHT-OF-WAY 26'ASPHALT PAVEMENT 2'CONC. GUTTER WPP QI OHW OHW--{)HW OHW------OHW OHW " WPP OHW OHW OHW OHW----()HW OHW (CD CURVE DATA R-50.00' A-32.17' CHD.-31.62'(o8cM) CB-N30.57'41"W(O) CB-N30.51'34"W(M) @) CURVE DATA R-50.00' A-82.03' CHD.-73.14'(O) 73.15'(M) CB-N59. 31'26"W(O) CS-N59. 31141"W(M) IT) ~ e) THE PROPERTY (DOES) LIE WITHIN A FLOOD PLAIN OR FLOOD PRONE AREA. f) THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA. -q o o ru r------ o SCALE: FIELD BOOK: = 99141 ~ KLEIN & STAUB SURVEYING,INC. PROFESSIONAL SURVEYORS AND MAPPERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY. FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 BOUNDARY & TOPOGRAGHIC SURVEY 1"=30' WINDW ARD PASSAGE CONDOMINIUMS, LLC. 07/02/04 04/22/04 11/13/03 02/06/03 DATE: ADDED CERTIFICATION AND ANSWER ITEMS A-F OF SCHEDULE A ADDED 30 FT. DOCK NOTE & DORY PASSAGE REVISED SANITARY PIPE RUN ALONG DORY PASSAGE ADDED TITLE COMMITMENT CERTIFICATION REVISIONS BAK BAK BAK BAK BY: 4 3 2 1 No: DRAWN BY: PAGES: c = LJ LAST DATE OF FIELD WORK: NOVEMBER 12, 2003 8AK 15-18 ru o o o [T1 o ~ c = LJ ~ 07/21/04 CHECKED BY: FOR: SALAMAN A. HAIDER 10719 BOCA POINTE DRIVE ORLANDO, FLORIDA 32836 SHEET No.: XXX 030002.1 BRUCE A. KLEIN, PSM No. 5052 FLORIDA REGISTERED SURVEYOR NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER JOB No.: 1 OF 1 , 10 0 I o , , --__1 , r-: --I , CAUTION , [7/ , 9/04 I . 17 -29-04 18-3-04 18- I 8-04 i r-20-04 9- 7 -04 I i( I,' /, " 3fl,fb/oS ELECTRICAL REQUIREMENTS PEDESTALS: . ALL PEDESTALS TO BE INNOVATIVE MARINE PRODUCTS "LIGHTHOUSE" PEDESTALS OR ENGINEER-APPROVED EQUAL. EVERY TWO SLIPS SHALL BE SERVED BY ONE PEDEST AL. NO. I 2 3 4 5 G 7 REVISIONS DESCRIPTION REVISED SHEET 2, ADDED SHEET 9 REVERSED SLIP NUMBERS ADDED REVISED SITE PLAN REVISED IPE TO BE BRAZILIAN HARDWOOD ADDED 5Ib.-ABC FIRE EXTINGUISHERS ADDED RIPARIAN LINES DATE ,L- " ~_.. -1 _~- ~_n_____ I' I o ;0 0 o o I--~ 1 I l-- I I _1 __LU - II',) Ii I ' r lii.1 B ---1-1 ','~i .'~r'~ , \l \ , . " I i\1 I I II', In I f I \' r J 1_ ,I, ill\J T, II 'I' , '! I ~- () 1-,' I' ( I (. : JiU!! 1\ i\J I I I: I I ,-.=, Tin,: II'J .:' [ I ' ---- -i I ~+i)I\':!.!:" i)r;'iM:T(S. i-'Efl,!lhF" , , I I 'I ( ) I Il: I I cO', ~~~ I THE POWER REQUIREMENTS ARE: \ [.__,i I[ 1'1 I' I '! ' 1 II I I , - PEDEST ALS POWER REQUIRED EACH PEDESTAL OTHER J i I P-2 - P10 EACH SIDE: 50 AMP RECEPTACLE 30 AMP RECEPTACLE ONE TWO POLE 20 AMP BREAKER (BREAKERS FOR FUTURE LIFTS) SINGLE 20 AMP GFI RECEPTACLESER~NG BOTH SIDES DUAL WATER ILLUMINATION TELEPHONE CABLE TV & TELEPHONE rvlanatee BaSICS for Boaters " r " J "'1 -1 I I , 1 , , ) \ i 20') \ I ....?>-. ,.'Cl" 4; . ,\ -~ ~ \ ~ ~'~//( ~~, \ U:1!~'i' i 19t \',! 'I \ " T \: 1 , \.\' '\ \" , \1 j\,~ 1\ '1\ \,t \', \\ :, \'1 / \ \\,: :\\'1- I ,( i 1-itl:'\1 ' " I ' \J' I,,' . " , I" I,: \ """" [I '\ (~.>\ ,I 1\ II ~ .' ~'i \ '1,1 , .11.--" j--~~o'/P-7 , \nt , I r y I 1 I ! , - >- ,-> . (I I, l !) [ I,) I I I J I" " ! ' i'It' f ! .J ~,: /, Ii'-- ~ 1;, , I! i" i II f I 't I) ; I "y ~ P-1 ONE 50 AMP-ONE 30 AMP RECEPTACLE SINGLE WATER SINGLE 20AMP GFI RECEPTACLE ILLUMINATION ONE TWO POLE 20 AMP CABLE TV & (BREAKER FOR FUTURE LIFT) TELEPHONE ~,f;, tj> ,~ .~"'~"'..,'~ .-" ~ 'I, ',. " , \ l ~ I . I I i II j: - L I , \CJ ,) ~\/1'.) I, I'!' I' I, [ \ I ( ill' 111 I II! I: I r I (; I' J 1\111\11(1' I,;I,/'[JA,llJ . , ',1,1 \ 'I. }" '- '\ . , I \. '(i /) '\-'1 ( ", '. I , ) \{ ) '\ \ , ,. " II) ,-)" c() /\ . ' ) . ~,."'..--.. 1 1\' '.~ .......--. \ . \( I I I I I "I i --,',,- 'u I) Ivi I i " , , , I, ), l ,. . '( ; I I i I \ , II '(-I I I. .: f" t', -j , t rf I. .J ! l( I I I I ( , I- _I i.. ) \ .- ( )~ 1111') Iii [\/1 Iii ,r I I , ll)'j 6 I, 7 8il, 9 ~I~ I I 10 ,: !.II I I I i,~ "I I I ., ~'i,- " '1')-- I' '-it I I' I ! . -1 2) ( 13 ," ~i~' Ii) ( 14 OTHER ELECTRICAL REQUIREMENTS: , , ;^, ' " \':. '4 I I, I i , ~ ::1" I -L. __._ ./\ ,D"5 ! :.IT>" .' . I ,-~--.4-----------.-__ . . . , , .' , .')'j r, "L ~: Ir i '" l, nJ JLL ... I 18! I '(\ ~!' I " I 1. POWER TO DOCK SERVICE DISTRIBLJTION PANEL(S) TO BE PROVIDED VIA UNDERGROUND SERVICE. POWER FOR PEDESTAL ILLUMINATION TO BE FED FROMCOMVION SERVICE PANEL FOR DEVELOPMENT VIA UNDERGROUND SERVICE. CABLE ENTRANCES INTO BASES OF PEDESTALS AND CABLE EXITS FROM SERVICE PANEL TO BE SEALED WITH SILICONE CAULK. ALL ELECTRICAL EQUIPMENT TO BE MANUFACTURED BY SQUARE D COMPANY. ALL CONDUCTORS AND BUS BARS TO BE COPPER. NO ALUMINUM PERMITTED. ILLUMINATION TO BE ON COMMON LINE FOR NIGHT ILLUMINATION. DISTRIBUTION PANELS (IF REQUIRED) TO BE OF ALL STAINLESS STEEL CONSTRUCTION. ELECTRICAL CONDUIT LOCATED ABOVE GROUND (INCLUDING CONDUIT LOCATEe BENEATH DOCKS) TO BE SUPPLIED WITH AN EXPANSION JOINT PER SECTION 347.6 OF THE NEC. AS AMINIMUM, ONE EXPANSION JOINT, AlLOWING HORIZONTAL MOVEMENT UP TO 6", IS TO BE PLACED IN EVERY 100 FOOT RUN OF CONDUIT. HANGER STRAPS FOR CONDUIT TO BE STAINLESS STEEL AND DESIGNED SO AS TO ALLOW FREE HORIZONTAL MOVEMENT (EXPANSION) OF CONDUIT. CONTRACTOR TO OBTAIN APPROVAl OF ELECTRICAL PLANS BY A PROFESSIONAL ELECTRICAL ENGINEER AND PLANS ARE TO BE SIGNED AND SEALED BY THE PROFESSIONAL ELECTRICAL ENGINEER. CONTRACTOR TO PROVIDE PROPOSED LOCATIONS OF ELECT. (IF REQUIRED) AND GAIN ENGINEER APPROVAl. ,i I,~ ! it" , .,:1 't ~:: ;,!r 1\ (\ !( 15 .1 '1 'I I :' I' ~ll- j', I ' j i ,j ! ') jl, . 'i , I ,.---L..J; -- 16 ) (17) I" . ---III _ _ I' I.' t. ., 2. : i " I , , , " I I, 3. _.1- 4. 5. 6. 7. 8. '" ,'^ ~ .-, .. .,...." ,..." >Ii". "....0,' ,,,- ...."'-, _~, ,..-,," " ,,; . .,'....-, "'...,- ,~, '. ~ . , :\::jt. <<' SoI'',.:.\ tlh-! h.,.. "." ."_' ".""."", '" ..,.,.' . . ,., ~ '" ~'" ..,,-, ~ ."'. ',. '." ." ., _.- "......'....' . ";''''," ...-" . , . .... "~ . Slb.-ABC;: _ I EXT~.ro'plJIrS~kii '" CAB.tt"!~T. 7.5 . O.C. MAi. ',NFfA 303 ";:Slb, ABC FIRE I . -- EXTINGUJSijEl( ,,: CABlNET,'7S' . ", i (I !I _ . O.C.MAx~NFPA30j SECTION 4.2.2.1 9. , ' i i I 10. CAUTION i I !: '/1 i I "i , Ii II, i_n ,I j I . _ 11. COUNTER51NK All BOLT5 ADJACENT TO BOAT SLIPS. ... if . J. . I I I ~ 'I 3"X 8" :81} PT PINE I : I, '~: 1 . ~r" ~I~'~ , -Ii '" " . jl - 'I '-.0 I -r i' ~ . I I.', '.1 2" X 10" S4S.40 RET. I I. ' . ONE EACH 51DE COUNTER.5INK ALL BOLT5 ADJACENT . \ NOTE: TO BOAT SLIPS. 1'0':" DECK BOARDS TO BE TRIMMED BOTH 51DE5. I I'. '. NOTE: .' ALL INTERMEDIATE STRINGERS I r .' .,: TO BE LAP JOINTED AT BENTS. c.gEFtV'1e.e-PANErS~ U'u' ~~.c:::_:::..-~"~' .- It J It I' ',~ ~,'! \::' , , if. ,I , " . _ ...".,.~..,. .......t ._d::_.~',_. ! i~ . S D!Pl I. -- ." ._._:::~--. : i I : I i i -- j\ II ~ i I J I I ffil IlII iii RECYCLED PLASTIC CAP5 ON ALL EXP05ED PILE TIPS, FASTEN WITH S.5. NAILS (TYP.) I , - - 10.0' - i M.ANATEE AREA CC i I II Iv - I u' Ivl:' ~ ,.__ (] (] (] o " HANDRAIL PT ROPE STOPS . 5/4" X G" SAWN BRAZILIAN HARDWOOD EASE 4 EDGES . I I RECYCLED PLASTIC CAP5 ON ALL EXP05ED PILE TIP5, FA5TEN WITH 5-5- NAILS (TYP.) L 3.0' l '\_1 = = = = = ill .) . t:::==:::J ~ ~ ~ c:::::=::::J i c::==:::J c:::::=::::J == = c:::==::J c:::::=::::J c:::::=::::J c:::::=::::J c::==:::J = = = = Iii '; ".[ .\ I , I "I ' '~Llu. nIT 2" X 10" PT STRINGER MAX. 2.0' O.C. 040 RET. ~ 4211 PT ROPE 5TOP5 , ; o (] (] o WI !II 11II ALL BOLTING TO BE 5/8" HOT DIPPED GALVANIZED , f I l , EXI5TING 5EAWALL DOUBLE 2" X 10" PT STRINGER .40 RET. 5/4" X G" 5AWN BRAZILIAN HARDWOOD EA5E 4 EDGES .,- 2" X 10" PT 5TRINGER MAX. 2.3' O.C .40 RET. o p (] CR05S BRACE 2" X 10" R.C. 2.5 CC.A. E EACH SIDE IN WATER (] DEPTH OVER 8'. 2" X 10" 54S 040 RET. ONE EACH SIDE /1 - I I '/ ..'~ ';----+-1' . .~, ill DOUBLE 2" X 10" PT STRINGER .40 RET. j - " , . :1 ALL BOLTING TO BE 5/8" HOT DIPPED GALVANIZED ....- ! / == ..- NOTE: DECK BOARD5 TO BE TRIMMED BOTH SIDES. NOTE: AU INTERMEDIATE 5TRINGERS TO BE LAP JOINTED AT BENT5. = = ~IP PILING 2.5 C.C.A. RET. 5ET BUTT DOWN i ,.' " , I'! ,I'I) t- '-I .' j DD ( 'il/i CR055 BRACE ' 2" X J 0" R.C 2.5 CC.A. ONE EACH 51 DE IN WATER DEPTH OVER 8'. - 1 ! ' I II . f'V' !:' 1, "i :! / / i i -- -- r I i , 'r I I ,H-t-- ! II, I 1 '_'( I II '[' , : ,~, V' I i , 1 I .",- -- 1- 8" TIP PILING 2.5 C.CA. RET. j 5ET BUTT DOWN ;' r. 'i / . ! , TYPICAL CATWALK , I ! ' 'I . i I: I 1:, ,i II )111 T ~\lnTl..: t\J~,~~t,. " .' Dr.,- ~^'-T'C' pCI It '.IR'F1\ SEPA-if\l ~(r: '{I'II: ~'JI,' "-,,~\." ..' FO\.I, V ~~,,__ ',- ,". . W.~ Jj1.-B{'DS NOTE: CATWALK PILE BENT AT MAIN DOCK INTER5ECTION TO HAVE DOUBLE PILE CAP ON WATERSIDE OF BENT. INTERMEDIATE PILE BENT TO HAVE 51NGLE CAP EACH SIDE OF BENT. OUTBOARD PILE BENT TO HAVE DOUBLE PILE CAP ON MAIN DOCK 5IDE, NO CAP ON WATERSIDE. / I \' / I , , " ! '_\ l / (j /1/ " \ '/ ,// ./ ) ( ) // f\'.c.::l (\ r '/"-:1/ !-,' ,~,/ \;' i I 1 / ---- [ ( \ ... ,,'I , I I I I!" , ,I WOODS CONSULTING RICHARD WASilEWSKI, P.E. 1520 CHATEAUWOOD DRJVE CLEARWATER, FLORIDA 337G4 TEL: (727) 580--434 I FAX: (727) 530-3790 , \ r I ) L. I I I I ' " v J ,/\ I /\ I' i ,,/ ,1/ i'i' // 1/- I, I \ /~.-,/r ) ,,) / / i ( '/, 1 ,I i'i /( ; / ,,~ /. ;' ,/ \ I "\ /1 ,/ // <- ~7 7, ,Lj ( / /1/ / IJ~I, i I , i! I , / ~ J I l J I , f ___1! / / // -J't" Ii iF flL -1/' ...... :-1-;0: I I I :l: : i I" I I I I , I 01 ',I I , 'I I ~I ' , I ~ - I - - --I - 1101 -ll. ,~ ,0, I ' I 10 -- i I I , :0: II! l[f:'~I!vll [,1/ , II~'I I.k! I ~ )/>-11.'/: I 'I J I , 1'1 I !\ i ! I DATE: 5/2 1/04 JOB NO.: 110-03 PROPOSED DOCKS/SITE PLAN SHEET: SCALE: 1 OF 1 \\,""" \ \ , I ~\ W48/ " , ( , " ........... " ......, ...;i."(' F I c....~'....... ... ~ /~T"" ~j:..~ .. ::Ci ",.. filii' -:. : * f No. 15586 ~ * : -: * :- : ~\ STATE OF 1': : ", -. .-..... ... .~ -b.. ... , -.. ... -c..QR.\ v. ..- S ' ... '" .,~... ......, ICiiiAi:. v- ,,' " \' """Il\\\\ Ii 1 . , I; , , I: I I II ~i 0' .__'.. I I i ul .' ~ 1,,\' !(,I i f--! 322 RIDGE ROAD PALM HARBOR, FLORIDA 34G83 lEL: (727) 78G--5747 FAX: (727) 78G-7479 ,1 -J' J iLi, I ' ! ,/~ r-!,~-_) /- i/\ ,. I ,/1 ,/~// l'\ l/- ,-' I j ) "-}' 2. NOTE:PER CITY CONDITION, UPLAND ENGINEER TO PROVIDE STANDPIPE WATER SUPPLY WITH 2 i" CONNECTION & 1 i" ADAPTER WITH BREAKABLE COVER AND CHAIN WITHIN 1 00' OF PIER/LAND INTERSETION. NFPA 303, STANDARDS FOR MARINAS, SECTION 4.3.4 li--II ,~. I I, !I \; /,' ! , I j- 101 I I I I 101 _i___ J WINDWARD PASSAGE CONDOMINIUMS DOCKS j, 1"==201 NOTE: ALL ~UPS TO BE PEEl\IITTED FOE LIFTS W / EXCEIJTION OF 19 & 20 11'1 I , , " ! -II ) C") () 0. o o L[) <D ~ ro L- a 0. E 2 --- ~ -.:t r-- o <D S () o L[) o .,- - a.> .. c OJ '00 a.> o ::=:: a.. o C") N C>-) L[) o o N -- o N -- L[) OJ 3: -0 ~ a.> > a () -- co -.:t C") o -- (/) t5 a.> .0' L- a.. o <( () a "5 <( C") o o N -- (/) ~ t;:: t5 a.> B L- 0. -0 ro () a :3 ro -c a.> c: a.> (/) ~ iT LEGAL DESCRIPTION SECTION 9 , TOWNSlilP 29 5, RANGE 15 E UPLANDS: A PORTION OF LOT 9 AND ALL OF LOTS 10, 11, 12, AND 13, BLOCK D, "UNIT 5 ISLAND ESTATES OF CLEARWATER'" TOGETHER WITH A PORTION OF VACATED DORY PASSAGE, AS RECORDED IN PLAT BOOK 51, PAGE34, PUBLIC RECORDS OF PINELLAS COUN1Y, FLORIDA. BEING MORE FULLY DESCRIBED AS FOLLOWS: PINElLAS COUNTY, FLORIDA BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 12; THENCE N49'23' 41 "W, ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF "WINDWARD PASSAGE", A DISTANCE OF 320.00 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT; THENCE ALONG SAID CURVE, HAVING A RADIUS OF 50.00 FEET, CHORD 31.62 FEET. BEARING N30'57' 41"W, A DISTANCE OF 32.17 FEET TO A POINT OF REVERSE CURVE; THENCE ALONG A CURVE TO THE LEFr, HAVING A RADIUS OF 50.00 FEET, CHORD 73.14 FEET BEARING N59'31'26"W, A DISTANCE OF 82.03 FEET; THENCE. LEAVING SAID LINE, N 16'31'22"W, A DISTANCE OF 120.00 FEET TO THE POINT OF CURVATURE OF A NON-TANGENT CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 17.000 FEET. A CHORD OF 162.57 FEET BEARING S7T57'31"E, A DISTANCE OF 169.50 FEET TO A POINT OF TANGENCY; THENCE S49'23' 41"E, A DISTANCE OF 180.00 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFr; THENCE ALONG SAID CURVE HAVING A RADIUS OF 70.00 FEET, A CHORD OF 74.84 FEET BEARING S81'42'22"E, A DISTANCE OF 78.96 FEET TO A POINT, SAID POINT BEING THE SOUTHWESTERLY CORNER OF PHASE IV VILLAGE ON ISLAND ESTATES, AS RECORDED IN PLAT BOOK 35, PAGE 12, PUBLIC RECORDS OF PINELLAS COUN1Y, FLORIDA; THENCE ALONG THE SOUTHERLY LINE OF SAID VILLAGE ON ISLAND ESTATES. THE FOllOWING THREE(3) COURSES: ............ .~/Nt'- 1.) S49'23'41"E, A DISTANCE OF 136.76 FEET; 2.) S08'12'32"E. A DISTANCE OF 81.05 FEET; AND 3.) S40'36'19"W. A DISTANCE OF 1 06.62 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF THE AFOREMENTIONED WINDWARD PASSAGE; THENCE ALONG SAID LINE N49'24'09"W, A DISTANCE OF 61.00 FEET; THENCE S40'36'19"W. A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING. CONTAINING 1 .838 ACRES MORE OR LESS. SUBMERGED LANDS: THOSE SUBMERGED LANDS LYING NORTHWESTERLY OF PHASE IV, VILLAGE ON ISLAND ESTATES, AS DESCRIBED IN THE OFFICIAL RECORDS BOOK 5885. PAGE 2178, PUBLIC RECORDS OF PINELLAS COUN1Y, FLORIDA AND AS SHOWN HEREON. ,~..;~,)~, ' . '''(~~ ; 1f '. ~",+~'N. . '\ e; ,tr:Ul~..:~Di.'m' ;m~ ,.....--...'.------ .........," "'.,"-'i"' ,."",...,. -.' '~_"""":" ~'''''''..';''"'''~""", """., '..,....."'4"."_....,..,.,..,'"..,.,. .,....~..,..., -;.'! SITE DA-fA I....... .........,. ".".. ,",_~,~"~,,'_P'_"'"'__'W''''' __n.. "'"'~'" ..-...1...."".'....., -- .'..~..'"".,,_... 0"." . ,-.. ..'.. ..,... ..". ............... EXISTING (E) PROPOSED (P) I ... "........ '"'_'''..,...''' _............~..r...._. ....""...... ''''_''''__'''__ . . ....".. ..............,......._......._................v ....-...-- ,...........,.. , "".'.. HDR HDR ZONING: RH RH LAND USE: USAGE: HIGH & DRY MARINA ATTACHED DWELLINGS - 55 UNITS 80,082 S.F. 1 .84 AC 80,082 S.F. 1.84 AC N/A 55 UNITS 29.92 UNITS PER ACRE BUILDING COVERAGE: (S.F. &. % OF GROSS SITE) GROSS FLOOR AREA (S.F.): F.A.R.: 42,832 S.F. 53.5% 38,584 S.F. 48" 38,584 S.F. 0.48 N/A FRONT: 19' 11.5' TO BUILDING 12' TO STAGING AREA 10.9' WALKWAY ON WEST 0' TO WALKWAY 13.8' POOL DECK 60' FROM BFE 12' TO TOP OF ROOF DECK BLDG. SETBACKS: SIDE: 0' REAR: 3' BLDG. HEIGHT: 1 STORY FLOOD ZONE INFORMATION PAVED VEHICULAR USE AREA: NOT UNDER BUILDING (V.U.A.) IMPERVIOUS SURFACE RATIO: (I.S.R.) OPEN SPACE: (S.F. & % OF GROSS SITE) PARKING LOT INTERIOR LANDSCAPING: (S.F. & % OF V.U.A.) 37,928 S.F. 6,358 S.F. THE ABOVE DESCR/BED PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE AE (EL.11 &12) &. VE (EL.13) PER FLOOD INSURANCE RATE MAP 1250960102G MAP REVISED: SEPTEMBER 03, 2003 76,512 S.F. 56,856 S.F. 0.71 23,226 S.F. 29% 3,570 S.F. 4% o 2,020 S.F. 31.8% PARKING: 112 SURVEY INFORMATION PROVIDED BY A SIGNED &. SEALED SURVEY BY: BRUCE A. KLEIN, PSM NO. 5052 DATED: 07/21/04 PARKING CALCULATIONS: 1.5 SPACES PER DWELLING UNIT 83 REQUmED PARKING SPACES x 55 UNITS= (. ,/ ....... ' ..- -. " 1 ,I " r't \ i -,1 I ' ,I I Ill'" ,. I 'I 'I ~11'i.1 I I I II I ,I <J: I 1/ I'. 1/ ;+ 1..1 i <J: I I ill..'.....';' 0...' Z il' I, I ~ J\ LJ /1 g NEW WATER SERVICE -1 -- NEW J CLEAN-OUT(C.O.) NEW BUILDING AREA NEW ASPHALT NEW CONCRETE ,. TEMP. SILT BARRIER " REQUIRED N/A HDR 30 UNITS PER ACRE N/A N/A 25' 10' 15' 30'-130' N/A 0.85 N/A 0.10 83 LEGEND (\ ' EXIST. ELEVATION EXIST. CONTOUR )U NEW ELEVATION +10.00 NEW CONTOUR - - - - -10- - -- EXIST. STORM SEWER"'''- -_.~ ~'- -.- ----. ...--. ....-.- NEW STORM SEWER - - - - - - - NEW UNDERDRAIN I......................., EXIST. SAN. SEWER .. --. .- --- -- ...- -- 0- NEW SAN. SEWER - I - I - I - I - , - , - I - EXIST. WATER SERVICE -- - - - - ., - - - - - .. - - - - - II . C.O. _I_I_I-{j]-I_I_I- [=============~ j j l..__......._..._...n................._......___...__......._h..........J POINT OF CONNECTION OF NEW UTILITY TO EXIST. 4 M B.F.P.D. F.HA F.D.C. T.B.O. T.&V. METER BACKFLOW PREVENTION DEVICE FIRE HYDRANT ASSEMBLY FIRE DEPARTMENT CONNECTION TEMPORARY BLOW-OFF TAP AND VALVE INDEX OF S~IEETS C1.1 CIVil SITE DATA C1.2 CIVil SITE SPECIFICATIONS C2.1 DEMOLITION SITE PLAN C3.1 STAltlNG SITE PLAN C4.1 GRADING AND DRAINAGE SITE PLAN C5.1 UTiliTIES SITE PLAN C6.1 CIVil SITE DETAilS C6.2 CIVil SITE DETAilS @~OWl~ MAY 2 ~ 7005 ~ VElOPMENTSVCS CIlYOFClEARWATER . ", ,~.... \ 11 t:' J= , II ~_ \J iV'baD ... ~ ~ I EB #5936 .... z ~~ 0 00 - t- CX)V ~ 1 . ~" t- ~z C! ~- 0 tt -Q. ~ r--", V\ MQ Z 1::z ~ .. - C! x~ t- ~@) u. . ~:c ~:rl ..I COt- .ct MV\ t- IW Z ~z L&.I ~.. ~ .... -- r--~ Z ~~ 0 -I C! W - > Z L&.I 0 M ~ . WIt\ " CIt\ ::lr-- Z ",M - M ... Z t-~ Z t:jQ ~ tt- ..I t-~ ~ ",0 .... 0 Qu. Z Z ~ ~ .ctffi ..I ....... w~ . ~~ ..I ~tt - ,...~ > o~ - V ~v I NES Camm.: 0348 I I Drawn By: B.J.V. I I Checked By: H.G. I / / 01/08/03 Descri tion PER CITY PER CITY 18I DESIGNIDEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS w CJ <C en en <C C- O ~ <C s: C Z r- eD - r- s: ("I) ("I) . I- <( 0 <( - 0::: en wO C)...J W <(LL.. (..) en '" en::X: Z <(0 W 0..<( OW C 0:::'" - <(0::: UJ ~~ W 0<( 0:: Z~ -0::: W ~<( NUJ :r: O...J I- NO <( I- <C C w I- - en --I - > - U TIllS DRAWING IS AN INSTRUMENT OF SFRVlCE AND SHALL RDAAJN TII:: PROPEH1Y OF 'nlE ENGINEER, AND SHALL NOT BE REPRODUCED. PUBLISHED OR USED IN NrrWAY WiTHOUT TIlE CONSENT OF TIlE ENGINEER. @COPYRIGHT 2005 t-IDrpU8L:SHED R-e:t "'^ A.. ~y 2 3 200:)' RAM A. GOEL, Ph.D., P.E., #47431___ COPIES OF THESE PLANS ARE NOT VALID UNLESS EMBOSSED WITH THE SIGNIt-lG ENGINEerS SE~ ]X..';':':'r_1I I' !..IIWr1'~f'"l'!I -." ~.__.~....L ~, 1.1 J~ ~ LEGAL DESCRIPTION D~ z ~~ 0 00 - I- co'" < I . ~" I- ~z ~ ~- 0 ~ -Q, ~ ....'^ '^ 1"40 Z ez < .. - ~ )(~ 1_ til I- <@ 1.1. . o-X . ~~ ... co I- < M,^ I- IW Z ;Z ill ~.. ~ ... -- .=. t-o.<C( Z ~~ 0 - I " W - > -'w Z ill 0 M 0. . 11II WII\ " !:II\ :;:)t-o. Z ,^M - M Z .. a I-<C( z ~o < ~- ... I-~ Q, '^O ... Q 01.1. Z Z .. < <C(ei ... "'1- W<C( . ~~ ...~ ... "'<C( - EB #5936 > "-w - 0... '" ~'" LEGEND SECTION 9 , TOWNS~IIP 29 S, RANGE15 E ()() (). " x Li~LANDS: EXIST. ELEVATION A PORTION OF LOT 9 AND ALL OF LOTS 10, 11, 12, AND 13, BLOCK D, "UNIT 5 ISLAND ESTATES OF CLEARWATER'" TOGETHER WITH A PORTION OF VACATED DORY PASSAGE, AS RECORDED IN PLAT BOOK 51, PAGE34, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. BEING MORE FULLY DESCRIBED AS FOLLOWS: 10 EXIST. CONTOUR PINELLAS COUNTY, FLORIDA NEW ELEVATION + 10.00 BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 12; THENCE N49.23'41"W, ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF "WINDWARD PASSAGE", A DISTANCE OF 320.00 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT; THENCE ALONG SAID CURVE, HAVING A RADIUS OF 50.00 FEET, CHORD 31.62 FEET, BEARING N30.57' 41 "w, A DISTANCE OF 32.17 FEET TO A POINT OF REVERSE CURVE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEET, CHORD 73.14 FEET BEARING N59.31 '26"W, A DISTANCE OF 82.03 FEET; THENCE, LEAVING SAID LINE, N16.31 '22"W, A DISTANCE OF 120.00 FEET TO THE POINT OF CURVATURE OF A NON-TANGENT CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 17.000 FEET, A CHORD OF 162.57 FEET BEARING S77"57'31"E, A DISTANCE OF 169.50 FEET TO A POINT OF TANGENCY; THENCE S49.23' 41"E, A DISTANCE OF 180.00 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT; THENCE ALONG SAID CURVE HAVING A RADIUS OF 70.00 FEET, A CHORD OF 74.84 FEET BEARING S81.42'22"E, A DISTANCE OF 78.96 FEET TO A POINT, SAID POINT BEING THE SOUTHWESTERLY CORNER OF PHASE IV VILLAGE ON ISLAND ESTATES, AS RECORDED IN PLAT BOOK 35, PAGE 12, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE SOUTHERLY LINE OF SAID VILLAGE ON ISLAND ESTATES, THE FOLLOWING THREE(3) COURSES: - - - - -10- - -- NEW CONTOUR EXIST. STORM SEWER NEW STORM SEWER ------- NEW UNDERDRAIN ,......................., EXIST. SAN. SEWER NEW SAN. SEWER .'_1_1_1_1_1_1. EXIST. WATER SERVICE .. 1\ ~ I \. t" ... -- J -;- .1 \-.-1 I' T~ I I -I-- .,1 II L Ij~Tr . .~!+ (j1t+rt l.~ '. I ..~. i~T'- c I i.-J I :rn NEW WATER SERVICE -...............- . . NEW INLET 1.) S49.23'41"E, A DISTANCE OF 136.76 FEET; 2.) S08.12'32"E, A DISTANCE OF 81.05 FEET; AND 3.) S40.36' 19"W, A DISTANCE OF 1 06.62 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF THE AFOREMENTIONED WINDWARD PASSAGE; THENCE ALONG SAID LINE N49.24'09"W, A DISTANCE OF 61.00 FEET; THENCE S40.36'19"W, A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING. CONTAINING 1.838 ACRES MORE OR LESS. SUBMERGED LANDS: THOSE SUBMERGED LANDS LYING NORTHWESTERLY OF PHASE IV, VILLAGE ON ISLAND ESTATES, AS DESCRIBED IN THE OFFICIAL RECORDS BOOK 5885, PAGE 2178, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND AS SHOWN HEREON. \\ " I , I II I, \ I \ \ , I 1 I \ " , ' " \ \.-.-A. -~-~ '. , NEW SAN. MANHOLE C.O. .'_'_'-fi]-'_'_'. NEW CLEAN-OUT(C.O.) NEW BUILDING AREA l- L_ I NEW ASPHALT NEW CONCRETE PROJECT \ \SITE \ " , I \ I ~--:i- \ I \ +'1 I I I '-;'.-., -Li~ } I I I I v~ 1,~,1} ~~ ~ "-'1 )- ~4< Sly 60 TEMP. SILT BARRIER '-4> POINT OF CONNECTION OF NEW UTILllY TO EXIST. - ------- -- - - -- - --. --~- - .' , ) , METER BACKFLOW PREVENTION DEVICE FIRE HYDRANT ASSEMBLY FIRE DEPARTMENT CONNECTION TEMPORARY BLOW-OFF TAP AND VALVE M B.F.P.D. F.H.A. F.D.C. T.B.O. T.&V. I NES Camm.: 0348 I I Drawn By: B.J.V. I I Checked By: H.G. I 11.. 1 ---~- OIl I I t-.1 I ~_ 'r--I -. I 1 \ f----_ 1../ ...,______-- 01/08/03 I -j---- Descri tion PER CITY PER CITY Z01,dIH!, ,47.,r~ved CITY C; . U . TLR ~~:t~~ ') ~\ ~t.\q ,OJ- ~ \(1...- SITE PLAN APPROVED CASE # r-L"V"U:X) '3 - \ l OS, CASE TYPE ~ ORC DATE - CDB DATE ~ 0+ SIGNATURE ~o....tV'L \.J~ DATE tD':S J 4,l.r / / SITE DA1-A EXISTING (E) PROPOSED (p) REQUIRED HDR HDR HDR ZONING: RH RH RH LAND USE: HIGH lk DRY ATTACHED DWELLINGS - ATTACHED USAGE: MARINA 55 UNITS DWELLINGS 80,082 S.F. 80,082 S.F. N/ A - RESIDENTIAL LOT AREA: 1 .84 AC 1.84 AC IN fI LL N/A 55 UNITS 30 UNITS PER ACRE DENSITY 29.92 UNITS PER ACRE BUILDING COVERAGE: 38,584 S.F. 42,832 S.F. N/A (S.F. & % OF GROSS SITE) 48% 53.5% - ---- GROSS FLOOR AREA (S.F.): 38,584 S.F. N/A N/A F.A.R.: 0.48 FRONT: 19' 11.5' TO BUILDING 25' 12' TO STAGING AREA BLDG. 0' 1'0:9' 10' SETBACKS: SIDE: WALKWAY ON WEST -.----....--.-----.-...--....- REAR: 3' 0' TO WALKWAY 15' 13.8' POOL DECK -- 60' FROM BFE 12' BLDG. HEIGHT: 1 STORY TO TOP OF ROOF DECK 30'-130' PAVED VEHICULAR USE AREA: 37,928 S.F. 6,358 S.F. N/A NOT UNDER BUILDING (V.U.A.) IMPERVIOUS SURFACE RATIO: 76,512 S.F. 56,856 S.F. 0.85 (I.S.R.) 0.71 OPEN SPACE: 3,570 S.F. 23,226 S.F. N/A (S.F. & % OF GROSS SITE) 4% 29% PARKING LOT INTERIOR LANDSCAPING: 0 2,020 S.F. 0.10 (S.F. lk % OF V.U.A.) 31.8% PARKING: --- 112 83 PARKING CALCULATIONS: 1.5 SPACES PER DWELLING UNIT x 55 UNITS= 83 REQUIRED PARKING SPACES ~ DESIGNIDEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS w C) <C en en <C Q.. C c::: <C 3: c z ....... c.c - ....... 3: M M . l- e::( 0 <C - 0::: en wO c)-' W <eLl.. (..) CI) .. CI):J: Z <eU W o.<e OW C 0::: CO - <eO::: en ==~ w O<e c::: Z== -0::: W ==<e NW :r: 0-' I- NU INDEX OF SHEETS C1.1 CIVIL SITE DATA C1.2 CIVIL SITE SPECIFICATIONS C2.1 DEMOLITION SITE PLAN C3.1 STAKING SITE PLAN C4.1 GRADING AND DRAINAGE SITE PLAN C5.1 UTILITIES SITE PLAN C6.1 CIVIL SITE DETAILS C6.2 CIVIL SITE DETAILS L 1.1 LANDSCAPE SITE PLAN L 1.2 LANDSCAPE SPECIFICATIONS & DETAILS IR1.1 IRRIGATION SITE PLAN n u Q -------. <{ 'i" " o 1O U '----" u o In o ~ +--' ~ \. e a> Ul Q) o - :2 fl. " 'i" o N N L{) o o N '-..... 'i" <C I- <C C w I- - (J) -I - > - (..) FLOOD ZONE INFORMATION ~ '-..... 1O - 01 3: u THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE AE (EL.11lk12) & VE (EL.13) PER FLOOD INSURANCE RATE MAP1250960102G MAP REVISED: SEPTEMBER 03, 2003 ~., .-, II "rif="::', Q , . ,'-- r'," '. c- , ," I I' \. \ I \\~) \ i ! '." \,' : \'-.~:":-J.' \ 'i \ \. _.~'--",-"-', ' '\ I -..--.-- i \ J., \ ", ..., \ i I . 1" II i., - . ~j\l[~~s ~~ \, I) 't-IJ C LOP :'.;\ ': (, i :.'1". ,,, -'11 E p, I . l:;,. {",'" ."', t ~. ;;. ...1 oJ". -. ....~____ I ell y ,! t '... ----..-- l~-''''-'--''''''''''~~''~"'-''~''' llllS DRAWING IS AN INsmUMENT OF SE:R\1Cf 00 SHAlL rlEMAIN lllE PROPERTY OF lllE ENGINEER, AND SHAlL NOT BE R!:.P<<ODUGCD, PUJ3USHC:ry l1R USED IN AN( WAY WllllOUT lllE CONSENT OF THE ENGINEL'1. . c.9COt>YRIGHT 2005 NOT PUBUSHED L Q) > o l) ./ a) 'i" f") o ./ Ul ->----' U Q) .~ o L fl. o <{ u o +--' :it n o o N ./ N ~ SURVEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY: BRUCE A. KLEIN, PSM NO. 5052 DATED: 07/21/04 C1.1 . JUN 1 , 2003 ~~A.~ ' RAM A. GOEl, Ph.D., P.E., #47431 COPIES OF THESE PLANS ARE NOT VAUD UNLESS EMBOSSED WITH n-tE SIGNING ENGINEER'S SEAL S.W.F.W.L4.D. / EROSION CONTROL NOTES 1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION TO PREVENT SOIL EROSION AND SILTATION. 2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY IN PARTS OFF SITE. 4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE OPENINGS IN THE CONTROL STRUCTURES. 5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER. 6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 400-4 & 400-40 FAC. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A OFFENSE. MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILllY 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER SUBSTANCE THAN STORMWATER. 3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN. OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN 1WICE A YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN 1WICE A YEAR TO RESTORE THE PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E. GASOLINE, OIL, GREASE, CHEMICALS, ETC. THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN A PERMITTED FACILITY. EROSION AND SILTATION CONTROL NOTES 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS. 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VlCINllY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD. 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS. 6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. FILTER MEDIUM SPECIFICATIONS C') () 0. OJ (Q ~ OJ ~ ro L- a 0. E 2 ....... ~ "<t r-- o (Q () ....... () o L() o ~ Q) -, C 01 'Vi (]) o ~ 0.. OJ L() C') <:"! C') L() o o N -- o N Ln THE FILTER SAND SHALL BE WASHED MATERIAL MEETING F.D.O.T. ROAD AND BRIDGE SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS THAN ONE (1) PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FILTER CLOTH IS USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER WITHIN THE FILTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER; A UNIFORMITY COEFFICIENT OF 1.5 OR GREATER. RATE OF 0.125 CM/SEC. OR GREATER. IF THE PERMEABILITY RATE OF THE FILTER SAND IS LESS THAN 0.125 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED. 2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PYC) CONFORMING TO ASTM D 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAMEiER PERFORATIONS PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135' OF THE PIPE. 3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING THE INSTALLATION OF THE UNDERDRAIN AND ALL OF ITS COMPONENTS. 4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA. 5. SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM. TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABILITY SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL. CLEARING AUD GRUBBING NOTES 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 01 :;:: "0 ...: (]) > a () -- co "<t C') o -- (/) 1:5 (]) .0' L- 0.. o <( () a "5 <( C') o o N -- (/) (]) iE 1:5 (]) "Q' L- 0. "0 ro () a .- ::J rn -c: (]) i:: (]) (/) .w 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. CLEARItIG AtlD GRUBBIIIG NOTES ICON'TI 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. 9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE TO THE PLANS. 12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. WATER SYSTEM TESTING AtlD INSPECTIOt. REQUIREMENTS 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTION, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. NEW WATER MAINS AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION. SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNlY PUBLIC HEALTH UNIT HAS BEEN ISSUED. SAtllT ARY SEWER TESTING AND INSPECTIOt. REQUIREMENTS 1. ALL GRAVllY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS INSTALLED IN ACCORDANCE WITH THE REGULA110N AGENCY HAVING JURISDICTION. MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPO PER INCH PIPE DIAMETER PER MILE. TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 4. IN NO CASE SHALL THE INFILTATION OR EXFlLTRARTION EXCEED 50 GALLONS, PER INCH OF DIAMETER PER MILE PER DAY PER CITY OF CLEARWATER CONTRACT SPF~iFICATIONS AND STANDARDS, PART "B" TECHNICAL SPECIFICATIONS, SECTION IV, ARTICLE 20 (B). GRADltlG AriD DRAINAGE NOTES 1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS 10 BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COldl"ACTED AS SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. 4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150 STANDARDS, UNLESS OTHERWISE NOTED. 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. 8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM PIPES(S). STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. PAVltIG, GRADltlG & DRAltlAGE TESTING AtlD INSPECTION REQUlREMEtlTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. THF: CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. PAVING tlOTES 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL 2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANC BElWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL THAN 1WELVE (12) INCHES. 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY TRAFFIC DESIGN STANDARDS." 6. PAVEMENT IN THE PROPERlY SHALL CONSIST OF 1-1/2" ASPHALT, lYPE S-3. ON 6" L1MEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY, ON 12" SUB-BASE COMPACTED TO 98% OF MAXIMUM DENSllY PER MSHTO T -180. 7. PAVEMENT IN R.O.W. SHALL CONSIST OF 2" ASPHALT, TYPE S-1 ON 8" L1MEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY, ON 10-1/2" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO 98% OF MAXIMUM DENSITY PER MSHTO T-180. A TER/SEWER CLEARAt!CE nEQUlnEP!~EtlTS 62-555.314 LOCATION OF PUBLIC WATER SYSTEM MAINS FOR THE PURPOSE OF THIS SECTION, TIlE PIlASE "WATER MAINS" SHALL MEAN MAINS, INCLUDING TREATMENT PlANT PROCESS PIPING, COI-NEYING EmlER RAW, PARTIALLY TRfAIED, OR FINISHED DRINKING WATER, FIRE HYDRANT LEADS, AND SERVICE LINES Tl-lAT ARE UNDEf~ THE CONTROL OF A PUBLIC WATER SYS1EM AND llIAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GHEATER. (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWAIER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSIEMS. (A) NEW OR RELOCATED, UNDERGROUND WATER MNNS SHALL BE lAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BElWEEN THE OUTSIVE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWAfER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGUlATED UNDER PARf III OF CIIAP1ER 62-61O,F AC. (B) NEW OR RELOCATED, UNDERGROUND WAfER MAII~S SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BElWEEN TIlE OLJTSIDE OF THE WATER MNN AND THE OUTSIDE OF ANY EXIS1ING OR PROPOSED VACUUM-lYPE SANITARY SEWER. ELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL LEAST SIX FEEl, Nil) PREFERABLY TEN FEET, BElWEEN THE OUTSIDE OF THE THE OUTSIDE OF ANY EXIS liNG OR PROPOSED GRAVllY -OR PRESSURE -lYPE ATER FORCE MAIN, OR PIPIIIG CONVEYltlG RECLAIMED WATm NOT REGUl.ATED R 62-610, FAe.f1IE MII1II1UM IIOf/IZONTAL SEPARATION DISTANCE BElWEEN -lYPE SANITARY SEWERS SHAU. BE REDUCED TO THREE FEU WIIEf/E THE N IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. (C) NEW DISTANCE WATER MAIN SANITARY SEWER, UNDER PART III 0 WATER MAINS AND G BOTTOM OF THE WA (D) NEW OR RELOCATED, ERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST T BEIWEEN TIlE OUfSIDE OF THE WATER MNN AND ALL PARTS OF ANY EXISTING OR PROP 'ON-SIIE SEWAGE TREATMENT AND DISPOSAL SYSTEM" I>S DEFINED IN SECTION 381.0065(2), F.S., RULE 64E-6.002, FAC. (2) VERTICAL SEPARATION BETWE DERGROLJtlD WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORC t~S, AND REClAIMED WATER PIPELINES. R MAINS CROSSING ANY EXISTING OR PROPOSED SIORM SEWER SHALL BE LAID SO THE OUTSIDE m PREFERABLY 12 INCHES, ABOVE OR AT LEAST ELlr.IE. HOWEVER, IT IS PREFmABLE TO lAY (A) NEW OR RELOCATED, UNDERGROUND GRAVfTY-OR VACUUM-lYPE SANITARY SEW OF THE WATER MAIN IS AT LEAST SIX II~CII , 12 INCHES BELOW THE OU1SIDE OF lllE 0111- mE WA1ER MAIN ABOVE THE OHlER PIPELINE. OSSING ANY EXISllNG OR PROPOSED ATER FORCE MAIN, OR PIPEUNE OF THE WATER MAIN IS AT R PIPELINE. HOWEVER IT IS (B) NEW OR RELOCATED, UNDERGROUND WMER MAl PRESSURE-lYPE SANITARY SEWER, WASIEWAIER OR S CONVEYING REClAIMED WATER SHALL BE lAID SO nlE 0 LEAST 12 INCHES ABOVE OR BELOW TilE OUTSIDE OF TH PREFERABLE TO lAY THE WA1ER MAIN ABOVE THE OTHER PI (C) AT THE UllLllY CROSSING DESCRIBED IN PARAGRAPIIS (A) .B) ABOVE, ONE FULL LENGTlI OF WATER MAIN PIPE SHALL BE CENIEREI1 A110VE OR BELOW Tl-IE'\.. R PIPELINE SO THE WA1ER MAIN JOINTS WILL BE AS FAR AS POSSIBLE mOM HIE OIHER PIPE ALlERNATIVEIY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRAt~G[[) SO fIIAT ALL WATER MA INTS AI~E AT I EAST THREE FEET FROM ALL JOINfS IN VACUUM-lYPE SANlfARY SEWERS, ST 'EWfRS, SfORMWATER FORCE MAINS, OR PIPEUNES CONVEYIHG HECLI>.IMEll WA1ER m:GULAIED UNDER P Of CllAP1EH 62-610 F AC. AND AT LEAST SIX FEEf fROM ".u. JOIIUS III GRAVITY-OR PRESSU E SANITARY SEWERS, WASTEWATER FORCE MAIl-IS, OH PIPELlIlES CONVEYING RECLAIMED NOT REGUlATED UNDER PART III OF CHAPTER 62-610, F AC. (3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANIlOL (A) NO WATER MAIN SHALL PI>SS THROUGH, OR COME INTO CONTACT WITH, ANY PART SANITARY SEWER MANHOLE. (B) EFFECTIVE AUGUST 28, 2003, WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERE THROUGH OR COME INTO CONTACT WIIH, ANY PAfn OF A STORI.! SEWER MANHOLE Ol~ INL STRUCTURE. WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPL THIS REQUIREMENT (I.E., WHERE 111ERE IS A CONFLICT IN TltE ROlHlNG Of A WATER MAIN AND STORM SEWER AND WHERE ALlERI~AlIVE ROUlING OF THE WATER MAIN OR lllE SIOHM SEWER IS TECHNIC,AlLY FEASIBl.E OR IS NOT ECOIJOMlCAlty SENSIOIE), "IIIE DEPARTMENT SHALL ALl.OW EXCEPTIONS TO THIS REQUIREMENT (I.E;{ THE DEPAIHMEtlf SHALL ALLOW CONSTRUCTION OF CONFLlCf MANHOLES), BUT SUPPLIES OF WATER uR PERSONS PROPOSING TO CONSTRUCT CONFLICT MANIIOLES MUST FIRST' OBTAIN A SPECIFIC PERMIT FROM lHE DEPARIMENT IN ACCORDANCE WlfH PART V OF TIllS CIIAPTER AND MUST PROVIDE IN HIE PRELIMINARY DESIGN REPORT OR DRAWINGS, SPECIFICAIIONS, AND DESIGN DATA ACCOMPANYING HlEIR PEI~MIT APPLlCAHON TIlE FOLLOWING INFORMATION: (1) TECHNICAL OR ECONOMIC JUSrlFICAIION FOR EACH CONFLICT MANHOLE. (2) A STATEMENT IDENTIFYING 1HE PARIY RESPONSIBLE FOR MAINTAINING EACH CONFLICT MANHOLE. (3) ASSURANCE OF COMPLIANCE WillI lIIE DESIGN AND CONSTRUCTION REQUIREMENTS IN SUB- SUBPARAGRAPHS A. THROUGH O. BELOW. (A) EACH WATER MAIN PI>SSING nmOUGH A CONFLICT MANHOLE SHALL HAVE A FLEXIBLE, WATERTIGHT JOINT ON EACH SIDE OF THE MAtmOLE TO ACCOMMODATE DIFFERENTIAL SETTIt~G BErwEEN THE MAIN AND THE MANHOLE. ' (B) WITHIN EACH CONFLICT MANHOLE THE WATER MAIN PI>SSINC THROUGH THE MANHOLE SHA . fN$TALLED IN A WATERTIGHT CI>SING PIPE HAVII.IG HIGH IMPAC1 STRENGTH (I.E., HAVIl~G AN I STRENGTH (I.E., HAVING AN IMPACT STRENGIII AT LEAST EQUAL TO THAT OF 0.25-INCH-l .' UCTILE IRON PIPES.) (C) EACH CONFLICT MANHOLE SHALL HAVE AN ACCESS OPENING, AND SHALL BE SIZE . ALLOW FOR EASY CLEANING OF THE MANHOLE. (D) GRATINGS SHALL BE INSTtJl.ED AT AU. STORM SEWER INlETS UPSTEEAM OF EACH C TO PREVENT lARGE OBJECTS FROM ENICHlNG lIlE MANHOLE. (4) SEPARATION BElWEEN FIRE HYDRANT ORAIf~S ANI) SANlfARY OR STO~M SEWERS SIORMWATER FORCE MAINS\-rREClAII.1ED WAIER Pll'ElJtlES, AllD or~-SIIE SEWAGE Hn AND DISPOSAL SYSTEMS. NEW OR RELOCAltD FlflE Ii'(VI~Jl.NlS WIIH UtJlJUIGROUND D1WNS 51 LOC..ATEIJ SO Tl-IAT TIlE DRAINS ARE AT LEAST TIIREE fEEl mOM NIl EXISIING OR PROPOSED S SEWER, STORMWAfER FORCE MAIN, OR PIPEUNE CONVEYIIIG RECLAIMED WA1ER RFGUlAIED UNDE III OF CHAPTER 62-610, FAC. AT LEAST Tl-lREE FEET Nm PREfERABl.Y TEN FEET FROM ANY EXI OR PROPOSED VACUUM-TYPE SANITARY SEWER, AT LEAST SIX fEET, N.JD PREffJ/AnLYI~N FEU, FR" EXISTING OR PIWPOSED GRAVITY OR PRESSURE -TYPE SANlfARY SEWER, \VfISfEWAIER fORCE MAIN, UNE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CllAP1EH 62-610, FAC. Ar~ T TEN FEET FROM ANY EXISTING OR PROPOSED 'ON-SITE SEWAGE TREAIMmr NlD DISPOSAL SY 'ftS DEFINED IN SECTION 381.0065(2), F.S. AND RULE 64E-6.002, FAC. ' (5) EXCEPTIONS, WHERE IT IS NOT TECHNICALLY FEASIBLE ONOMICALLY SENSiBlE TO COMPLY WITIl Tl-lE REQUIREMENTS IN SUBSECTION (1) OR (2) "BOVE, TIlE IMENT SHAU. Al.LOW EXCEPTIONS TO TIlESE REQUIREMENfS IF SUPPLIES OF WAIER OR (f'il?'IRUC ERMIT APPLICANTS PROVIDE TECHNICAL OR ECONOMIC JUSnFlCATlON FOR EACH EXCEPTION AND PIWVIOE ^ "'IVE CONS1RUCllON FEAnmES TIlAT AFFORD A SIMILAR LEVEL OF REUABIUTY AND PUBUC IlEALTH PROlE . ACCEPTABLE ALTERNATIVE CONSTRucnON FEATURES, INCLUDING THE FOLLOWING. (A) WHERE AN UNDERGROUND WAIER MAI.N :JUG LAID LESS Tl-fAN TIlE REQUIRED MINIMUM 1I0RlZONTAL DISTANCE FROM ANOTIlER PIPEUNE AND WHERE AN .RGROUtm WAIER MAIN IS CROSSING ANOTHER PIPEUNE AND JOINTS IN TIlE WATER MAIN ARE BEING LOCAlE S lIINl 1I1E HEQUIRED MINIMUM DISTANCE mOM JOINTS IN TIlE OIliER (1) USE OF PRESSURE-RATED PI INCORPORATED INTO RULE 62- lYPE PIPEUNE (2) USE OF WELDED, FlJS PIPEUNE; OR IJFORI,lING 10 1HE AMERICAN W~TER WORKS ASSOCIATION STANDARDS 0, FAC., FOR lllE OTHER PIPEUNE IF IT IS A GRAVlfY-OR, VACUUM- OTlIERWISE RESTRAINED JOIIJTS FOR Em-lER TIlE WATER MAJN OR TIlE OTl-lER ING PIPE OR CotlCRETE ENCASEMENT AT LEAST FOUR INCHES TIUCK FOR E1TIlER TIlE THER PIPELINE. (B) WIIERE AN GROUND WATER ~WN IS BEING lAID lESS TIlAN TIlREE FEET HORIZONTAlLY FROM ANOTIlER PIPELINE AND E AN UNDERGROUND WAIER MAltI IS CROSSING ANOn-IER PIPEUNE AND IS BEING LAID LESS Tl-lAN THE REQUI INIMUM VERTICAL DIS IAI~CE FROM THE OTHER PIPELINE. IPE OR CASING PIPE HAVING HIGH IMPACT STRENGTl-l (I.E. HAVING AN IMPACT STRENGTl-l AT LEAST IAT OF 0.25-INCIHIIICK DUCIlLE 1R00J PIPE) OR CONCI~ETt ENCASH1ENT AT LEAST FOUH INCHES TIlICK FOR ATER MAIN, AND (2 OF PIPE OR CASING PIPE, HAVING HIGH IMPACT STRENGTH C1.E. HAVING AN . IMPACT STRENGTH AT LEAST t TO Tl-lAT OF 0.25-INCH-TllICK DUCTILE mOIl PIPE) OR CONCRm ENCASEMENf Af LEAST FOUR INCIIES THICK TIlE OTHER PIPEUNE IF IT IS NEW AND IS CONVEYING WASTEWAIER OR RECLAIMED WATER. WATER IMPACT FEE SCHEDULE CAN BE FOUND IN ltIE CITY OF ClEARWATER, CODE OF ORDINANCES APPENDIX A. XXV(l)(a). CotnRACTOR'S RESPONSIBILITY NOTE tlOTE TO CONTRACTOR IT IS THE CONTRACTOR'S RESPONSIBILllY TO PERFORM A SURVEY (ACCOMPANIED BY THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING, WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS. CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S), UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, TI-lE CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW- INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS & DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE 1W0 COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION. GENERAL CONSTRUCTION NOTES 1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATU ~~,> .' ~ES, ATION AVAILABLE CTOR WILL VERIFY EXISTING UTILITIES, HIS WORK PRIOR TO CONSTRUCTION. 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING AND OTHER FEATURES ARE SHOWN ACCORDING TO T AT THE TIME OF PREPARATION OF THESE PLAN THE LOCATIONS, ELEVATIONS, AND DIMENS STRUCTURES AND OTHER FEATURES AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILITY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO: LANS FOR CONFLICTS AND DISCREPANCIES CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER CREPANCIES BEFORE PERFORMING ANY WORK IN THE 4. THE CONTRACTOR SHALL C PRIOR TO CONSTRUC OF ANY CONFLlC AFFECTED A 5. THE, U OR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED , AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING DERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. WATER SUPPLY STORM SEWER ELECTRICAL POWER IRRIGATION LINES FIBER OPTIC CABLES FIRE ALARM SYSTEM CABLES CONTROL WIRING SYSTEMS INCLUDING INSULATION SANITARY SEWER NATURAL AND LP GAS RECLAIMED WATER T.V. CABLES TELEPHON SECU SI MECHANICAL 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER'S ENGINEER. 10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY MSHTO T -99. 12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P.S.1. IN 28 DAYS, UNLESS OTHERWISE NOTED. 13. ALL PRIVA:,::: AND PUBLIC PROPERlY AFFECTED BY THE WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER COIJSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 15. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS, REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. 16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE. 17. THESE DRAWINGS MAY NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. lHE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFETY. 18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UN f1L THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES. 7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. DETERMINE THE SPECIFIC LOCATION HAND EXCAVATION ONLY UNLESS CT AND OWNER BEFORE BEGINNING THE CE OR REPAIR, PER SPECIFICATIONS. ANY SERVICES AS LISTED ABOVE AT NO ADDITIONAL IT WILL BE THE CONTRACTOR'S RESPONSIBI OF THE UNDERGROUND SERVICES BY C OTHER MEANS ARE APPROVED BY WORK. THE CONTRACTOR SHAL AND ALL DAMAGED UNDERGR COST TO THE OWNER. , EXCAVATION OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS T OF LAWS OF FLORIDA CHAPTER 90-96. TOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE '. . TR - INCl NOW - THE CO WITH THI - A SEPARAT - A TRENCH SA APPROVED BY 2. ALL RETENTION AR MUST BE IN PLACE A IT IS THE RESPONSIBILI DRAINAGE THROUGHOUT C PROPERTIES. ANY FLOODIN THE SOLE RESPONSIBILITY OF THE USE OF ELECTRONICALLY S PURPOSES ONLY AND NOT TO BE MUST UTILIZE SIGNED AND SEALED T ITEM IDENTIFYING THE COST OF COMPLIANCE. SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND NGINEER. TORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. .. T OF THE FIRST PHASE OF CONSTRUCTION. , ,THE CONTRACTOR TO ACCOMMODATE POSITIVE UCTlON TO AVOID FLOODING OF THE ADJACENT T MAY OCCUR DUE TO HIS WORK WILL BE CONTRACTOR DATA IS INTENDED FOR INFORMATIONAL FOR CONSTRUCTION. CONTRACTOR ENTS FOR CONSTRUCTION. 19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END SECTIONS ARE TO THE END OF PIPE. 20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTI,~G PAVEMENT TO BE ELIMINATED. 21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED. LL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) J IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, 125-8.3, LATEST EDITION. ACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH, Y WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S , EXCAVATION SAFETY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P, UBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS PARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES). 23. THE C SHALL C (OSHA) TR INCLUDING Jf\ ADOPTED BY T 24. CONTRACTOR TO C INATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH DIFFERENT SUBS. SI NTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES Le. SANITARY SEWER, SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE OF THE BLDG(S). THE ING CONTRACTOR TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID U S. ANY UTI LIlY WORK PERFORMED WITHIN 5' OF THE BLDG. SHALL BE THE RESPO ITY OF THE PLUMBING CONTRACTOR. ALL WORK SHALL COMPLY WITH ALL APPLI FEDERAL. STATE, AND LOCAL CODES, ORDINANCES AND REQUIREMENTS. 25. ALL WORK SHALL BE PERFORMED AN ' . ISHED IN A WORKMANLIKE MANNER TO COMPLETE SATISFACTION OF THE ARCHI ENGINEER IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 26. DEVIATIONS TO THESE PLANS AND SPECIFICAT'~ WITHOUT CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER. 27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER. -"- '\ I Ii r' h1:.v I~LL.) \ I \ \ I .. ~ ~ z ~t 0 00 - I- CX)V 4 I . ~" I- "ItZ ~ ''It- 0 ~ -~ ~ t-o.", '" MQ Z Dz 4 " - tt xt I- -<t@) u. . ~:c ~:rl ...I CX)I- 4 M,^ I- IW Z ;z au "It" t -' -- t-o.<t Z ~t 0 - I ~ &.101 - > Z &.101 0 H\ ~ . &.10111\ " 1:11\ jt-o. Z ",H\ - H\ .. Z I-<t Z ~Q <t ~- ...I I-~ 0- ",0 -' Q 0""- Z Z .. 4 <tm ...I -'I- w<t . ~~ -' ~~ - ,..<t > o~ - V ..0 V ... ~ EB #5936 ,<.. ',' 1;"J~:r..i}JJ -~r.",:f,! ,~)~~j\; hY ~~'II\.jJI;~'f1~~~)~,I",\~'(.fp\,~~I-~~' fi..~~~ ,'l<:'Y; f'lof;/ .,!;\~ ~.~!;'J: '{~ l'i'f~ r;,t.:1)f;"~~'~!(;(;:f''. ~in!:'t'1 ~ ~~;~ ~~:~'I 't:'ffr~ {~I~,,1t~'tl " 1'~t,~..'~ ) ': ,'1; It t ) ~~~< ;:~I::tlt<;~~ :~;:;/ ~X :/.~("~'~{;'/S...;l:\o :i"~~<i~"1f~~:,~~ f ~";":'~I' '.: ? ~;,,~~ ~;'..f.::r~.'.::C ^'C~ I~lj-'l'.:';;}.. ,:~!.I"~:if"l~J'/'ft~~J~ ;J'."';/~:;~I; ~~;t.: {k.,~i. ~~,,",\~;~~"'r' ~ ~. Jt:~J ~i4.~ :t.'>)~.a.?;~ ~ '.i, ~t\ ~U\":,,,'lrJ\' 'J.i.o'q.J ~'.p~,~ "1''{' \. I NES Comm.: 0348 I I Drawn By: B.J.V. I I Checked By: H.G. I 01/08/03 Oescri lion PER CI1Y PER CI1Y / / 18I DESIGNIDEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS \ i \ I 1 (J) Z o - ~ (.) - LI- - (.) W c.. (/) w I- - CI) -I - > - (.) \ 1, mls DRAWING IS AN INSTRU OF SERVICE AND SHAlL REMAIN mE PhC?F.P.T( OF mE ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED III Ml'( 'H/,'j NITH0UT TIlE CONSENT OF THE ENGINEER. @COi"YRIG::r ~OO5 NOT PlJBUSHED ~~A ~~1LOOS RAM A. GOEL, Ph.D., r.E., 1,'47431 _:_' COPIES OF THESE PLANS ARE NOT VALID UNLESS EMBOSSED WITH THE SIGNING El-lG;NEEr.'S SEAL w C) <C V) UJ <C C- O 0:: <C 3: c ...... :z (0 - ...... 3: (Y') (Y') . I- <( 0 <C - 0:: UJ W 0 C) ..J W <(U- (.) U) .. U):r: Z <((.) c...<( W OW C o::CQ - <(0:: en 3:~ w C<( ~ ~~ w 3:<( NW :J: O..J I- N(.) C1.2 S.W.F.W.M.D. I EROSION CONTROL NOTES 1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION TO PREVENT SOIL EROSION AND SILTATION. 2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE FINAl SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY IN PARTS OFF SITE. 4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACIUTIES. ACTIONS INCLUDED SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE OPENINGS IN THE CONTROL STRUCTURES. 5. ALL DISTURBED CONDITIONS SHAlL BE RESTORED TO NATURAL CONDITIONS OR BEITER. 6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABIUZED BY VEGETATION OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 400-4 & 40D-40 F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A OFFENSE. MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACIUTY 1. ALL SODDED AREAS SHAlL BE MOWED AND MAINTAINED PROPERLY. 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER SUBSTANCE THAN STORMWATER. 3. SWAlE AREAS SHAlL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN. OPERATION '" MAINTENANCE OF THE STORMWATER SYSTEM THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN lWlCE A YEAR. ALL MATERiAl SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION POND SHAlL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN lWlCE A YEAR TO RESTORE THE PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE SURE THAT TO THE BEST OF HIS ABIUTY NOTHING ENTERS THE SYSTEM BESIDES STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABIUTIES OF THE SYSTEM, I.E. GASOUNE, OIL, GREASE, CHEMICALS, ETC. THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN ALL MANNERS AS WITH THE HANDUNG OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAl SHAlL BE DISPOSED OF IN A PERMITTED FACIUTY. EROSION AND SILTATION CONTROL NOTES 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS. 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALlATION. 3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT THROUGH THE OUTFAlL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALUNG ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD. 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. PROTECTION AND STABIUZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON TJ--IEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS. 6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFAlL AND WILL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. FILTER MEDIUM SPECIFICATIONS THE FILTER SAND SHALL BE WASHED MATERIAL MEETING F.D.O.T. ROAD AND BRIDGE SPECIFICATIONS FOR SIUCA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS THAN ONE (1) PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FILTER CLOTH IS USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATIER WITHIN THE FILTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MIWMETERS IN DIAMETER; A UNIFORMITY COEFFICIENT OF 1.5 OR GREATER. RATE OF 0.125 CM/SEC. OR GREATER. IF THE PERMEABIUTY RATE OF THE FILTER SAND IS LESS THAN 0.125 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS RECOMMENDED THAT TJ--IE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED. 2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO ASTM D 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAMEtER J:>ERFORATIONS PER UNEAR FOOT OF PIPE AND BE ON THE BOTIOM 135. OF THE PIPE. 3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING THE INSTALLATION OF THE UNDERDRAIN AND AlL OF ITS COMPONENTS. 4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALlATION OF FILTER MEDIA. 5. SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM. TEST REPORTS FROM AN APPROVED lABORATORY ON GRADUATION AND PERMEABIUTY SHAlL BE INCLUDED IN THE AS-BUILT SUBMITTAL CLEARING AND GRUBBING NOTES 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHAlL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESllNG REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAl IMMEDIATELY FOLLOWING CONSTRUCTION. ----.--...., -- CLEARING AND GRUBBING NOTES ICON'TI 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY UNE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING /w"( EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACIUTIES PRIOR TO REMOVING OR DEMOUSHING. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DFMOUTION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALUNG THE OWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOUTlON. 9. DURING CONSTRUCTION, AlL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 10. AlL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAlNTAlNED'UNTIL CONSTRUCTION IS COMPLETE. 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE TO THE PLANS. 12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STOHM SEWERS, WATERWAYS, AND EXISTING WETlANDS. W A TEn SYSTEM TESTING AND INSPECTION REQUIREMENTS 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTION, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. NEW WATER MAINS AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION. SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBUC HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBUC HEALTH UNIT HAS BEEN ISSUED. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL PERFORM AN EXFlLTRATION TEST ON ALL GRAVITY SEWERS INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION. MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE. TEST RESULTS ARE TO BE SUBMllTED TO THE REGULATORY AGENCY FOR APPROVAL COORDINAllON AND NOTIFICATION OF AlL PARTIES IS THE CONTRACTOR'S RESPONSIBIUTY. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMIITED TO THE REGULATORY AGENCY FOR APPROVAL COORDINATION AND NOTIFICATION OF AlL PARTIES IS THE CONTRACTOR'S RESPONSIBIUTY. 4. IN NO CASE SHALL THE INFILTATION OR EXFlLTRARTION EXCEED 50 GALLONS, PER INCH OF DIAMETER PER MILE PER DAY PER CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS, PART "B" TECHNICAl SPECIFICATIONS, SECTION IV, ARTICLE 20 (B). GRADING AND DRAINAGE NOTES 1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAV'\TED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE OWNER'S ENG!NEER. OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE .FOR PROTECTING EXCAVATING AGAINST COLlAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHAlL BE USED AS REQUIRED. 3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. 4. PVC STORM PIPE, 12" AND SMALLER SHAlL CONFORM TO AWWA C-900, CLASS 150 STANDARDS, UNLESS OTHERWISE NOTED. 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHAlL BE TRAFFIC RATED FOR H-20 LOADINGS. 6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHAlL BE IN ACCORDANCE WITH THE LOCAl REGULATORY AGENCY. 8. ALL STORM STRUCTURES SHAlL BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM PIPES(S). STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WAlL(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. PA YING, GRADING . DRAINAGE TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. PAYING NOTES 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL 2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STAlL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERiAl WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN lWELVE (12) INCHES. 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS." 6. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2" ASPHALT, TYPE S-3, ON 6" UMEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY, ON 12" SUB-BASE COMPACTED TO 98% OF MAXIMUM DENSITY PER MSHTO T -180. 7. PAVEMENT IN R.O.W. SHALL CONSIST OF 2" ASPHALT, TYPE S-l ON 8" L1MEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY, ON 10-1/2" SUB-BASE STABIUZED TO 40 LBR AND COMPACTED TO 98% OF MAXIMUM DENSITY PER MSHTO T -180. 62-555.314 LOCATION OF PUBLIC WAIER SYSIEM MAINS FOR THE PURPOSE OF THIS SECTION, 1111: PIIASE .WATER MAINS. SHALl MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EIJIIER flAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER, FIRE HYDRANT LEADS, AND SERVICE LINES THAT ARE UNDER THE CONTROL OF A PUBUC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER. (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWAIER FORCE MAINS, REClAIMED WATER PIPEUNES, AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE lAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING REClAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610,FAC. (B) NEW OR RELOCATED, UNDERGROUND WAIER MAINS SIIALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISIING OR PROPOSED VACUUM-TYPE SANITARY SEWER. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISflNG OR PROPOSED GRAVllY-OR PRESSURE-TYPE SN>IITARY SEWER, WASlEWATER FORCE MAIN, OR PIPING CONVEYING REClAIMED WATER NOT REGULATED UNDER PART III OF CIW'lER 62-610, FAC. HIE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -lYPE SN>IIlARY SEWERS SHAll BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS lAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. (D) NEW OR RELOCATED, UNDERGROUND WAIFR MNNS SHALL BE lAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUISIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED .ON-SIIE SEWAGE TREAIMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, FAC. (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND REClAIMED WATER PIPEUNES. (A) NEW OR RELOCATED, UNDERGROUND WAIER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY-OR VACUUM-TYPE SANITARY SEWER OR STORM SEWER SHALL BE lAID SO THE OUTSIDE OF HtE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUISIDE OF lI-IE OilIER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISllNG OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWAtER OR SJORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUISIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW Htl: OUISIDE OF THE OIHER PIPELINE. HOWEVER IT IS PREFERABLE TO LAY THE WAIER MAIN ABOVE THE OTHER PIPEUNE. (C) AT THE UTILITY CROSSING DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENIERED ABOVE OR BELOWIHE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM TilE OlHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO HlAr ALL WAfER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM-lYPE SANIIARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPEUNES CONVEYING RECI.AIMW W^lER REGULATED UNDER PART III OF CHAPTER 62-610 FAC. AND AT lEAST SIX mT FROM ALL ,JOIIUS IN GRAVlIY-OR PRESSURE-TYPE SANITARY SEWERS. WAStEWATER FORCE MAINS, OR PIPEUNES CONVEYING REClAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, FAC. (3) SEPARATION BETWEEN WATER MAINS AND SANlfARY OR STORM SEWm MANHOlES. (A) NO WATER MAIN SHALL PASS THROUGH, OR COME INIO CONTACT WITH, AAY PART OF A SANITARY SEWER MANHOLE. (B) EFFECTIVE AUGUST 28, 2003, WATER MAINS S~IALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR COME INTO CONTACT Wlnl, ANY PART OF A SroRM SEWER MANHOLE OR INLET STRUCTURE. WHERE IT IS NOT TECHNICAI__LY FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THIS REQUIREMENT (I.E., WHERE THE.RE IS A CONFLICT IN THE ROUTING OF A WATER MAIN AND A STORM SEWER AND WHERE ALlERNAHVE ROUIIt~G OF HIE WATER MAIN OR THE STORM SEWER IS NOT TECHNiCAllY Ff.ASIBLE OR IS NOT ECONOMIG^1J.Y SEJISIIJI E), 11lE DEPARTMENT SIw..L ALlOW EXCEPlIONS TO THIS REQUIREMENT (I.E;t THE DEPARIMEtH SHAll.. ALLOW CONSTRUCTION OF CONFLICT MANHOLES), BUT SUPPLIES OF WATER vR PERSONS PROPOSING TO CONSlRUCT CONFLICT MANHOLES MUST FlRSl' OBTAIN A SPECIFIC PERMIT FROM THE DEPARIME.NF IN ACCORDANCE WITH PART V OF THIS CHAPTER AND MUST PROVIDE IN THE PREI.IMINARY DESIGN REPORT OR DRAWINGS, SPECIFICATIONS, AND DESIGN DATA ACCOMPAAYING THEIR PERMIT APPUCAlION TIlE FOLLOWING INFORMATION: (1) TECHNICAL OR ECONOMIC JUSTIFICAIION FOR EACH CONFLICT MANHOLE. (2) A STATEMENT IDENTIFYING THE PARTY RESPONSIBLE FOR MAINTAINING EACH CONFLICT MANHOLE. (3) ASSURANCE OF COMPLIANCE Willi THE DESIGN AND CONSTRUCllON REQUIREMENTS IN SUB- SUBPARAGRAPHS A. THROUGH D. BELOW. (A) EACH WATER MAIN PASSING nmOUGl1 A CONFLICT MANHOLE SHALL HAVE A flEXIBLE, WATERnGHT JOINT ON EACH SIDE OF THE MANHOLE TO ACCOMMODATE DIFFERENTIAL SEITING BETWEEN THE MAIN AND THE MANHOLE. (B) WITHIN EACH CONfliCT MANHOLE HIE WAI ER MAIN PA.SSING THROUGH THE MANHOLE SHAlL BE iNSTALlED IN A WATER liGHT CASING "IPE HAVING HIGH IMPACT SlRENGTH (I.E., HAVING AN IMPACT STRENGTH (I.E., HAVING AN IMPACT SIRENGIH AT LEAST EQUAL TO THAT or=- O.25-INCH-THICK DUCTILE IRON PIPES.) (C) EACH CONFUCT MANHOLE SHALl HAVE AN ACCESS OPENING, AND SHALL BE SIZED, TO ALlOW FOR fItS( CLEANING OF THE MANHOLE. (D) GRATINGS SHAlL BE INSTALllD AF All STOrm SEWER INIHS UPSTREAM OF fACH CONFUCT MANHOLE to PREVENT lARGE OBJECTS FROM ENIERING HIE MANIiOLE. (4} SEPARATION BETWEEN FIRE HYDRANT DRAINS Nil) ~N"Nf{ OR SroRM SEWERS, WASTEWAlER OR SlORMWATER FORCE MAlNS~REClAIMED WAfE.R PIf'WtlES, AND ON-SIJE SEWAGE TREAIMENf AND DISPOSAL SYSTEMS. NEW OR RELOCAIt.D FIRE HYDRNHS WIIH UNUERGHOUND DRAINS SHAll BE LOCATED SO TlIAT THE DRAINS ARE AT lEAST THREE FEET FROM N~Y EXISIING OR PROPOSED STORM SEWER, SIORMWATER FORCE MAIN, OR PIPEUNE CONVEYING REClAIMED WAIER REGULAIED UNDER PART III OF CHAPTER 62-610, FAC. AT lEAST lJ-IREE FEET AND PREFERABLY lEt, FEET FROM Atff EXISIING OR PROPOSED VACUUM-lYPE SN>IIJARY SE.WER, AT lEAST SIX FEET,! AND PREFERABLY TtN FEET, FROM Nff EXISTING OR PROPOSED GRAVlIY OR PRESSURE -lYPE SANITARY SEWt.R, WASIEWATER FORCE MAIN, OR PIPEUNE CONVEYING REClAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, FAC. AND AT lEAST TEN FEET FROM Nff EXISTING OR PROPOSED .ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSIEM. AS DEFINED IN SECTION 381.0065(2), F.S. AND RULE 64E-6.002, FAC. (5) EXCEPTIONS, WHERE IT IS NOT TECHNiCAllY FEASIBLE OR ECONOMiCAllY SENSIBLE TO COMPLY WITH lHE REQUIREMENTS IN SUBSECTION (I) OR (2) ABOVE, UlE DEPARIMENF SHALL ALlOW EXCEPTIONS TO THESE REQUIREMENTS IF SUPPUES OF WATER OR CONSIRUCllON PERMIT APPLICANTS PROVIDE TECHNICAl. OR ECONOMIC JUSTIFICATION FOR EACH EXCEPTION AND PROVIDE AlTERNATIVE CONSTRUCll0N FEATURES THAT AFFORD A SIMILAR lEVEl OF REUABIUIY AND PUBUC HEALTH PROlECIJON. ACCEPlABLE ALTERNAlNE CONSTRUCTION FEATURES, INCLUDING THE FOLLOWING. (A) WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS Tltm ll-IE REQUIRED MINIMUM HORIZONTAl DISTANCE FROM ANOlHER PIPEUNE AND WHERE AN UNDERGROUND WAIER MAIN IS CROSSING ANomER PIPEUNE AND JOINTS IN THE WATER MAIN ARE BEING LOCATED LESS ll-W4 lHE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER (1) USE OF PRESSURE-RATED PIPE CONFORMING TO THE AMERICAN WATER WORKS ASSOCIATION STANDARDS INCORPORATED INTO RULE 62-555.330, F AC., FOR THE OlHER PIPEUNE IF IT IS A GRAVllY-OR, VACUUM- TYPE PIPEUNE (2) USE OF WElDED, FUSED, OR OTHERWISE RESIRAlNED JOINTS FOR EITHER THE WATER MAIN OR THE OTHER PIPEUNE; OR (3) USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT lEAST FOUR INCHES THICK FOR EITHER THE WATER MAIN OR THE OTHER PIPELINE. (B) WIlERE AN UNDERGROUND WATER MAIN IS BEING lAID LESS lIIAN TIIREE FEET HORIZONTAlLY FROM ANOlJ-lER PIPEUNE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPEUNE AND IS BEING lAID LESS THAN THE REQUIRED MINIMUM VERTICAL DISIANCE FROM THE OTHER PIPEUNE. (I) USE OF PIP!; OR CASING PIPE. HAYING HIGIl IMPACT SIRENGHI (J.E;. HAVING AN IMPACT STRENGTH AT lEAST E<1UAL TO THAT uF O.25-INCH-THICK DUCIlLE IRON PIPE) OR CONC~E1t. ENCASEMENT AT lEAST FOUR INCHES THICK FOR THE WATER MAIN, AND (2) USE OF PIPSt OR CASING PIPE, IlAYlNG HIGII IMPAcr SIREtIGlH (I.E;, HAVING AN IMPACT STRENGTfl AT lEAST taUAl TO THAT vF 0.25-INCH-THICK DUCIlLE IRON PIPE) OR CONCItETt. ENCASEMENT AT lEAST FOUR INCHES THICK FOR THE OTHER PIPEUNE IF IT IS NEW AND IS CONVEYING WASIEWArER OR REClAIMED WATER. - WATER IMPACT FEE SCHEDULE CAN BE FOUND IN THE CITY OF CLfAAWATER, CODE OF ORDINANCES APPENDIX A, XXV(l)(o). CONTRACTOR'S RESPONSIBILITY NOTE IT IS THE CONTRACTOR'S RESPONSIBIUTY TO PERFORM A SURVEY (ACCOMPANIED BY THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN CORRESPONDENCE DETAIUNG ANY AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING, WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUAUTY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS. CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S), UTIUTIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR THE BUILDING(S) AND/OR UTIUTIES AND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICAlLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAl COST TO THE OWNER. AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA. WHEN PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBIUTY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCAllON OF UNDERGROUND SERVICES, INCLUDING BUT NOT UMITED TO: SANITARY SEWER NATURAL AND LP GAS UNES RECLAIMED WATER SUPPLY T.V. CABLES TELEPHONE CABLES SECURITY WIRING SITE UNDERGROUND MECHANICAL WATER SUPPLY STORM SEWER ELECTRICAl POWER IRRIGATION UNES FIBER OPTIC CABLES FIRE AIJ\RM SYSTEM CABLES CONTROL WIRING SYSTEMS INCLUDING INSULATION IT WILL BE THE CONTRACTOR'S RESPONSIBIUTY TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND AlL DAMAGED UNDERGROUND SERVICES AS USTED ABOVE AT NO ADDITIONAL COST TO THE OWNER. 1. TRENCH EXCAVATION - INCLUDE OSHA STANDARD 29 cm, SECTION 1926.650 SUBPART P, WHICH IS NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96. - THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPUANCE WITH THIS LAW. - A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. - A TRENCH SAFETY SYSTEM SHAlL BE DESIGNED BY THE CONTRACTOR, AND APPROVED BY THE ENGINEER. 2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR 3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR MUST UTlUZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION. NOTE TO CONTRACTOR THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW- INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS & DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF AlL UllUTIES INCLUDING THE SANITARY SEWER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE lWO COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION. GENERAL CONSTRUCTION NOTES 1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAl AGENCIES HAVING JURISDICllON OVER THE WORK. 2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAl GEODETIC VERTICAL DATUM (NGVD) 1929. 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISllNG UTIUTIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFUCTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUllON IN AREAS OF BURIED UTILITIES, AND SHAlL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTlUTIES, IN ADVANCE OF CONSTRUCTION, BY CALUNG .SUNSHINE. AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING AlL UTIUTIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECiAl PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER UNES AND OTHER UTIUTIES. 7. ALL UNDERGROUND UTIUTlES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALlATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAl TO THE OWNER'S ENGINEER. 10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE SUBJECT TO REMOVAl AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T -99. 12. SITE WORK CONCR8"E SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P.SJ. IN 28 DAYS, UNLESS OTHERWISE NOTED. 13. ALL PRIVATE AND PUBUC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BEITER THAN EXISllNG CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAl TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE AlLOWED. 14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 15. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF AlL COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS, REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. 16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE. 17. THESE DRAWINGS MAY NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCllON SITE SAFETY. 18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTIUZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END SECTIONS ARE TO THE END OF PIPE. 20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE EUMINATED. 21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED. 22. AlL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERUNES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICAllONS, SECTION 125-8.3, LATEST EDITION. 23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P, INCLUDING AlL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES). 24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTIUTIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER, STORM SEWER, WATER UNES, FIRE LINES, ETC., TO 5' OUTSIDE OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTIUTIES. ANY UTIUTY WORK PERFORMED WITHIN 5' OF THE BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK SHALL COMPLY WITH ALL APPUCABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REQUIREMENTS. 25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANUKE MANNER TO COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 26. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHAlL RECEIVE WRITTEN APPROVAl FROM THE ENGINEER. 27. SIGNS, BUFFER WAlLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND PERMITTING. DEVIATIONS SHAlL RECEIVE WRITTEN APPROVAl FROM THE ENGINEER. ~ \ c:-..ti:;<'. "T\..'\.. --;-,-V. 'f. -~r-.":'\:-\.:\.~\l n r'\ \ lI"J . -- ,. \ \ U) -,0:) -;;;';;"'-'-~"".-:-l \ . lill[ j 5 '.)U'JJ.~:lJ \~~j 1 _.~._--"<'"._'.~";-~-~ c: P T \ --.. .. II I I' ;.. II,cS Dc. l OEVHlir ""CIl," '".T1=R I C IlV "':,"~'_ "--,...;:.---~ ~--~.~..-_. ..' .D.:r'...:.!~ ,',. ,~ ,~~ .,'< I L -_. a~ z 'oO~ 0 00 - ... CIO\I .ct 1 . '00" ... ~Z ~ OIIlt- 0 ~ -A, A. ....'^ '^ ""0 z eX .ct .. - ~ )(~ 1_ Vi ... ..@) Uo . ~:x: . 'oO~ ... CIO... .ct ,...'^ ... 11.1I Z ;x ..... ~.. ~ ... -- .=. ...... z ~~ 0 -I ~ ..... - > -~ z ..... 0 M ~ . 11II 1.1I11\ " "'11\ 5.... Z '^ M. - M a z ..: z 1.1I" 1.1I0 .ct ~- ... ...~ A. '^O ... 0 QUo Z x .. .ct ..fa ... ...... . >.. UI ~. ...~ ... \I.. - ED #5936 ~ ~U1 0... V '00\1 I NES Camm.: 0348 I I Drawn By: B.J.V. I I Checked By: H.G. I 01/08/03 Oescri tion PER CllY PER CllY ~ DESIGNIDEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS (J) Z o - !<< (.) - LL. - (.) W 0- (J) w I- - (J) .....I - > - (.) THIS DRAWING IS AN INSTRUMENT OF SERViCE AlE) $J-W..i.REMAlN THE PROPERlY Qf THE ENGINEER, AND SHALL NOT BE flEPROlJUCe, rU6IJS. HW. or~ USED IN Am WAY WI.wP.UT THE CONSENT Of THE ENGINE-ER. .. .. @r.OPYRIGHT 2005 NOT PU~HED JUN 1 4 zaa5 '~~'A.~ . RAM A.'GOEL, Ph.D., P.E., #47431 COPIES OF THESE PLANS ARE NOT VAUD UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL w CJ <( .' (J) tn <::C CL. C 0:: ~ C I'- Z CD - I'- 3: M M . >'<( I- '., c <( - 0:: (J) wO C)....I W <(..... (.) CI) .. Cf):::C: Z <((.) 0..<( W OW C 0::1:0 - ~~ Cf.) W O<C a::: ~~ w 3:<( NW ::J: o ....I I- N(.) ," C1.'2 TI-lIS DRAWING IS />J-.l INSTRUMENT OF SERVICE AND SHALL REMAIN TI-lE PROPERTY OF TI-lE ENGINEER, AND SHALL NOT BE REPRODUCED, PUBUSHED OR USED IN Nff WAY WITI-lOUT mE CONSENT OF TI-lE ENGINEER. @COPYRIGHT 2005 NOT PUBUSHED ...--'."'..--....,......----.-...~.........--.----_.--- . ._, __ _... .__~____..__.__,+_____.~____.__._ _+__._ ...___..__...____.. ..__u____._ ------ ~~~/~ " " / I 0 /____________/~_-nB--n-C7-----ne----- 25 ?/--------------- S --.----- - ------ ---- ----------tll.....c.:'-l . ~----~ WOOD 1::)IUf\jCS TYPICAL_ ------ ~ ~ I ------ ------ SU[3MERGED LANDS ~ ------ " " PHASE IV VILLAGE ON ISLAND ESTATES ------ ~ ~ 0----- ------ ------ ~ ------ ------ " " ~ ------ ~ (1) STORY C.B.S. ------ 0----- ~ ------ ------ " (y k ~ " ------ ~ ;7 SANITARY MANHOLE RIM EL. = 5.46 ------ CLEARWATER HARBOR WATERWAY (NOT INCLUDED) ~ ------ ------ )Y ~ " _1.gL " - ------ ...- FLOATING WOOD DOCKS TYPICAL EX. WOOD PILINGS TYPICAL 9 NOTE: EXISTING DEADMAN MUST BE A MINIMUM OF 5' CLEAR FROM ANY PORTION OF NEW BUILDING CONTACT SEA WALL ENGINEER REGARDING ANY RELOCATION OR RECONSTRUCTION SANITAI~Y RIM EL. R=170.00' A=898.64' CHD.=162.57'(D) 162.84'(M) CB=S78'57'34 '[(D) CB=S78'l1'19'[(C) 07 J /~ / ~REMAINDER OF LOT 9 - - ---- ~ v "X "v . ~ 51' v ~'-t>- ~ ~"'-'7 ';~<5' ~ ~""~") ~ '/-9 "_~ -0" 6~, v.> v;y: ~" . ~ (J ( ~ to EX. MIAMI CUR ~;~_..._ ....__ -L _--_ _om --3::.- _-_ -...--~-1~'~Y.s --~-_ --_____- _2:. T2 -~~~~~ ---- ---------------_______________I I \-~~t 17 __.j~L_ 4.96 ~~ ~'\" {)/.. Yl'\ ;&(")) I'\>./' \>.'-./ (fj>/ i1/ (f};{. ~/: 1>-' to k 0)" t>.- lOt>< 1!..?Q}-/ l \>.?i' \>.. ,\0 2kiJ' .2'\>./;;J' ~. ~'-. ~. \>o.to ~0" :<-10 \>o.?l k \>.' \>.'" k k k k 1>-' \>0.' \>0.' _' - ..:: --_no ----.-- --- ------ ~ _________ _nn.__________.________.__------..---------------nn-----.-.__.__...__nn____.____________ .' ,".-';:::"-=..:. =-_::' -..:..:" ~ WI::....: - .:" :".::' 7 .: ~ =-- :.:' "..:" ~..'" =-- ::- .. -=...:~ =-- :: --=".:" ..__. :: --= 11::_:"":: ....: ".:" =-n :: --= -.:- - _.:: ....: ".:.:: :: .. ~ · ... .,. IK. '0----- -DI4\.J----fJ H\.J---D IN i _ -U I:j \.J- ---GIII\.J-- --LJ H \.j- <& . -- IJ 101\,1--- [j folV --- [jHV- L-~ -f;!H \,/-C'-- OH \,/--- E'X f]I>I\-w WJNDl,VARD PASSAGE fX 2 GA" DEMOLITION NOTES 60' F~ICI-IT -OF --WAY @ 26' ASr-=>HALT PAV[M[NT C1 CURVE DATA ?' CONe. CUTTEI\ R=50,OO' A=32.18' r51 REMOVE TREE. CHD,=31.62'CP8xM) ~ CB=N30<>57'35"\.jCP) o REMOVE CURBING TO THE NEAREST EXPANSION JOINT. CB=N30<>51'34"\.jCC) II] REMOVE EX. BAIT WELL. II] REMOVE EX. INLET. ~~ ~f\j SCALE: 1"=20' ~ 20 0 10 20 40 LOT 8 NOTE: 1. EXISTING ABOVEGROUND UTILllY FACILITIES IN THE PUBLIC RIGHT-OF-WAY TO BE RELOCATED AND / OR PLACED UNDERGROUND WHEN THE PROPERlY WHICH THE UTILITIES SERVE IS REDEVELOPED. 2. FOR DEVELOPMENT THAT DOES NOT INVOLVE A SUBDIVISION, ALL UTILITIES INCLUDING INDIVIDUAL DISTRIBUTION LINES ~';.~~ER D UNL S SUC r UN~KOUI'HJ IS N CTI 3. ALL UNUSED DRIVE APRONS AND/OR PARKING SURFACES ARE TO BE REMOVED IN ITS ENTIRElY, BY THE CONTRACTOR, AT THE APPLICANT'S EXPENSE. THE RIGHT -OF-WAY(S) ARE TO BE RESTORED WITH NEW SIDEWALK AND SOD AS REQUIRED. 4. THE EXISTING SIDEWALK WITHIN THE RIGHT-OF-WAY IS TO BE REMOVED TO THE NEAREST JOINT BEYONG THE PROPOSED DRIVE APRON/DRIVEWAY AND REPLACED PER CllY STANDARDS BY THE APPLICANT. 5. THE CllY OF CLEARWATER, AT THE APPLICANT'S EXPENSE, WILL REMOVE/RELOCATE ANY/ALL WATER METERS TAHT HAVE TO BE RELOCATED AS PART OF THIS DEVELOPMENT, INCLUDING RECLAIM WATER METERS. (NO METERS SHALL BE LOCATED WITHIN ANY IMPERVIOUS AREAS) CUR'jE DATA ,00' A=82.03' 4'CD) 73.15'CC) l'26"\.jeD) '41"\.jeM) INCLUDES ION OF URES WITHIN ING AND S (SANITARY IPES, WATER OLES, OVERHEAD OUND POWER AND ABLES, GAS LINES, UBS, ETC.) AND IS ED TO WHAT'S SHOWN. LEGEND DEMOLITION OF THE THE REMOVAL/RELO ALL EXISTING STR PROJECT AREA, BASE, UTILITY SEWER, STOR LINES, POW AND UNDE TELEPHO~ TREES, NOT LI REMOVE: I' '''.' :~ ". .1 CONCRETE I~~~~~I ASPH. & BASE I--~~~~I BUILDING II] REMOVE EX. WOOD PILINGS AND FLOATING WOOD DOCKS. 10 ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUlrABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 95% OF MAX DENSITY. OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND PINELLAS COUNTY. R. ,:;:.~ c''""':: r}. "I' .j . It r......... ". ,;;;..... .:,,,,.,~;,.... OJ REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE NEAREST EXPANSION JOINT. [TI REMOVE ASPHALT AND BASE. o REMOVE EXISTING STRUCTURE AND FOOTING. m REMOVE EXISTING UNDERGROUND FUEL COVERS AND FUEL PUMPS. FDEP STORAGE TANK REGULATIONS APPLY TO REMOVAL. 11 (<.A,-- A. Mr' r I') 3 200$ RAM A. GOEL, Ph.D., .E., #47431 COPIES OF THESE PLA.NS ARE NOT VALID UNLESS EMBOSSED WITH THE SIGNING ENGINEEfrs SEAL I ... z J ~ " I- t:t o Co '^ Z .( ~ \il ... ~~ 00 CO'"' . . -D" ~z "lt~ -"" i'\I\ MO ez x~ .(@) LI.o . o-X -DV ... co u.I .( MI- L- .\1\ r- M u.I Z ~z loLl ~.. t -- .....( Z ~~ o _. ~ w - > Z loLl 0 M 0. ~ . WU\ t:U\ " j.... Z \I\~ - .. Z 1-.( Z ~o .( ~- ... I- ~ a. \1\0 ... o 0.... Z Z .. .(ffi ~ ... I- u.I.( . ~~ ...~ ::! V~ > .. u.I _ 0... v .ov EB #5936 I NES Comm.: 0348 I I Drawn By: B.J.V. I I Checked By: H.G. I 01/10/05 Descri tion PER CITY PER CITY ~ DESIGNIDEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS w C) <C (/) en <C C- C 0:: <C 3: c z - 3: I- <t 0 <C - tx: CI) wO C)...J W <eLL. (..) (/) .. (/):I: Z <e(.,) W c..<C OW C ~ca - <etx: en ~~ w C<e ~ ~~ W 3:<e NW ::J: 0..1 I- N(.,) z <C ...I a.. w I- - (/) Z o - I- - ...I o ~ UJ C C2.1 -- ,j ~ o o o 3: PHASE IV VILLAGE ON ISLAND I ESTATES: I I I I I I I . I 31 ~ I illl I . I XI WI I I I I jY: I I :INLE I I 0 L-................ SANITARY MANHOLE RIM EL. = 5.46 o o o -- WOOD PILINGS TYPICAL ~ ""- ""- -- -- ~ ~ SUBMERGED LANDS -- -- ~ ""- ""- -- -- ~ ~ -- -- ~ ""- ""- -- -- ~ ~ 0" b-,' -- (1) STORY C.B.S. -- ~ ""- ""- -- -- ~ ~ CLEARWATER HARBOR WATERWAY (NOT INCLUDED) 4.27 -- j7 -- ~ -- ""- ""- -- ~ ~ R=70.00' A=78,96' CHD,=74,84'CD) 74.57'CC) CB=NS81042'22"ECD) CB=81 015' 44"ECC) -- -- ""- ""- EX. WOOD PILINGS TYPICAL 9 FLOATING WOOD DOCKS TYPICAL NOTE: EXISTING DEADMAN MUST BE A MINIMUM OF 5' CLEAR FROM ANY PORTION OF NEW BUILDING CONTACT SEA WALL ENGINEER REGARDING ANY RELOCATION OR RECONSTRUCTION SAN IT ARY RIM EL. R=170.00' A=S9S.64' CHD.=162.57'(D) 162.S4'(H) CB=S7S'57'34 '[(D) CB=S7Stll'19'[(C) ~ r b-, Iy I ~REMAINDER OF LOT 9 - - ---- ---- - J7.. ---- ----I I \ 5.03 5.10 LOT 8 \ , ",17- 7 ....121 4.96 "", " " ,;( 'o~ " '"' ,,0, "q, ,I}< '" .'0 0,'0 ,. ." ,. .' ,. 'II' ,,, "," .. ,f;> ,. ,'0 ,. '0'" ,. '0'" ,. ,,' ,. ," ,. '0' ,. ,,'" ". ". ". 1:' .. ,. ,. ,. .. .. ,. ,. ,. ,. ,. ,. ,. .. _ __~-JI\II r:-l ~........................................................................................................~.............~.....................;.~~~r....... .~ .......... k _ _'_'_ _ _' _._. _ __ _ _ _ _ - - - - - - - - - - - -- - - - - - - - - - -I.'- - _. - - - - ---~ neT -E~ .s.: .J.AJ.-.- -,..-' - - ,- -. -,.-.- .~_...- - .-",-..-...-...-,.,-..,-.. ... n I 1\' .. .. r:1.' J \ L..-... n,' \ '_'.._... n l4-V_.._..UH.l;.I.._...-..-BH-V--%.-...-.QH.I,f-..-...-.QHI,f-;..-...-nHI,f- ._...-.QHI,f-...-...-.BHI,f-...-. ex.=".IJN.,._..._...-&...-...-OH'W-...-...-IJH'W-...-...-D '0-...-."-UFtW-. - -UF'-W- --tJi9-w -tJ ," lV1N1JWAlW PASSAGE ! EX. 2 GAS 60' RIGHT-OF-WAY 26' ASI::JI-IALT PAVEMENT 2' CONC. GUTTER . 1 "''0-4;.. 4.96 k .'-.... .....:Jp,........ ~ SANITAR2J'7MANHOLE ~;. RIM EL.7 = 5.48 INV.EL.= 1.87 NW b'7 NV.EL.= 1.73 E ~y 5.0L / 5.23 ~ ~ ~ ~ s-Y:QJ. ~ '1'1' 0 ~ ~ ~ ~ ~ ~ ~ . \. '~..' :~ ". .\ CONCRETE l~~~~~ ASPH. & BASE l-~~~tJ BUILDING @ DEMOLITION NOTES (Ci) CURVE DATA R=50.00' A=32,18' CHD.=31.62'CP~M) CB=N30057'35"'v/CP) CB=N30051 '34"'v/CC) CURVE DATA R=50,OO' A=82.03' CHD,=73,14'CD) 73,15'CC) CB=N59031' 26 "'v/CD) CB=N59031' 41"'v/CM) NOTE: 1. EXISTING ABOVEGROUND UTILITY FACILITIES IN THE PUBLIC RIGHT-OF-WAY TO BE RELOCATED AND / OR PLACED UNDERGROUND WHEN THE PROPERTY WHICH THE UTILITIES SERVE IS REDEVELOPED. 2. FOR DEVELOPMENT THAT DOES NOT INVOLVE A SUBDIVISION, ALL UTILITIES INCLUDING INDIVIDUAL DISTRIBUTION LINES SHALL B NDER D UNL S SUC OU IS N CTI 3. ALL UNUSED DRIVE APRONS AND/OR PARKING SURFACES ARE TO BE REMOVED IN ITS ENTIRElY, BY THE CONTRACTOR, AT THE APPLICANT'S EXPENSE. THE RIGHT -OF -WAY(S) ARE TO BE RESTORED WITH NEW SIDEWALK AND SOD AS REQUIRED. 4. THE EXISTING SIDEWALK WITHIN THE RIGHT-OF-WAY IS TO BE REMOVED TO THE NEAREST JOINT BEYONG THE PROPOSED DRIVE APRON/DRIVEWAY AND REPLACED PER CITY STANDARDS BY THE APPLICANT. 5. THE CITY OF CLEARWATER, AT THE APPLICANT'S EXPENSE, WILL REMOVE/RELOCATE ANY/ALL WATER METERS TAHT HAVE TO BE RELOCATED AS PART OF THIS DEVELOPMENT, INCLUDING RECLAIM WATER METERS. (NO METERS SHALL BE LOCATED WITHIN ANY IMPERVIOUS AREAS) DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND BASE, UTILITY LINES (SANITARY SEWER, STORM PIPES, WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES, GAS LINES, TREES, SHRUBS, ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN. 20 o 10 20 LEGEND [[} REMOVE TREE. rIl REMOVE CURBING TO THE NEAREST EXPANSION JOI~T. I m REMOVE EX. BAIT WELL. I 1Il REMOVE EX. INLET. o REMOVE EX. WOOD PILINGS AND FLOATING WOOD DOCKS. REMOVE: ~...}~~~."'~<z C., W..'.~.'4 :,~ ..' "\ C------ .~ ~t _ 00 ... co \J ~ ~~ ... ~Z .~ ~2' o -Do C. tor '^ '^ 1'4 0 X eX ~ ..-., ~ xt I"lil .' :. :: en ~ ~e' .. I- M.... X ~z .... ~.. t -.. X ,tor< O.~t. ~ -.:.. - > z .... 0 M ~ . ... '1-11\ " _11\ Z :)~ "'M -' X ..:< Z =0 ~ ~- . ... I-~ Do '" 0 . ... o 0.... X Z .. ~ <ffi ... -' I- 11I< . ~~ ,,~ .... .A - ....~. > 0.... - -' \J.. ~ \J .~ ... .~ III CD EB #5936 \ NES Comm.: 0348...... \ B.J.V. I Drawn By: \ Checked By: H.G. I 01/10/05 Descri tion PER CllY PER CllY 181 DESIGNIDEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENT~ w (!) <C en en <C D- C 0:: <C 3: C z - 3: ~ <C C - IX: en wO C)-J W <cLI- t.) (/) ... (/):c Z <c(.) W a.. <c . C~ C ~IX: - (/) ~~ W ~ ~~ W ~<c NW :r: o-J I- N(.) 40 :z <C ....I D.. W I- - en z o - I- - ....I o :aB w C 10 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SH.'\LI, REMAIN THE PROPERlY OF THE ENGINEER, AND SHAlL NOT BE REPRQOUCED, PUBLI:>hE'J oR USED IN Nf( WAY WITHOUT THE CONSENT OF THE ENGINEER > ~c;qPYRIGHT 2005 NOT PUBUSHED ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF TREES. SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 95% OF MAX DENSITY. OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND PINELLA.S COUNTY. ...-....---:.............(---:\ _---::-';C. \"'\ \~ I \ f~' \ \\ \ C:-::-','-.::- \\: \\,? \f.. \ .~>j'\ .\ \ \\\\\ ~~>~~ \ \\\ \ \, ... r \ \) t \ ., .' \' '0 .t 1.\ I \\ \ \ \~ i.I ~.- r' \\ .-- ..' \\J. \..J . .... ~. ... ,,' (~. Ut'p1 , ...............----;- ,~~ ~:.."i \i : "..' t~ ',': ..-:" '\' \\(\llLo\-"".;'" ../:,., ",.,' ,. " ; ~.. crl'i \.."~,....,....~""'...,,. OJ REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE NEAREST EXPANSION JOINT. \3] REMOVE ASPHALT AND BASE. III REMOVE EXISTING STRUCTURE AND FOOTING. m REMOVE EXISTING UNDERGROUND FUEL COVERS AND FUEL PUMPS. FDEP STORAGE TANK REGULA.TIONS APPLY TO REMOVAL. 11 '1';"" ---_.__.~------_._-- -~-'- -_._-_.._~.__.- .-------.--------- - -~._--- --- --- C2.1 ~r ~-( /~ / J Cj ~ /, r) WOOD F)II_INCS //~~~k. ----O--.---v-------f)--- Q - - <-.. -j Y ,-) I C A 1_ -- ------------~____ / ---- ~ "- "- ------ ---~-lI'_{) :.-~:.:-=--=----.:=- ---- ------ ~~ ~ ---- ------ SUL3rv1[I\GI~D I_A~\JIJS ~ PHASE IV VIU_AGE ON ISl_AND ESTATES ---- "- "- ------ ~ ~ 0-------- ---- ------ ~ ---- ------ "- "- ~ ---- ~ (1) STORY C.B.S. ---- ~ 0----.- ---- ---- ~ "- "- -- ---- NOTE: EXISTING DEADMAN MUST BE A MINIMUM OF 5' CLEAR FROM ANY PORTION OF NEW BUILDING CONTACT SEA WALL ENGINEER REGARDING ANY RELOCATION OR RECONSTRUCTION AREA OF EXISTING DEADMAN NO HEAVY EQUIPMENT PERMITTED WITHIN 16' OF SEA WALL. CONTACT SEA WALL ENGINEER. o o ~ \i!~. R=7' '. 0' A=78,96' CHJJ.=7 4, ~ 'CD) 74,57'(C- CB=NS 2'22/1ECD) -= CB=8 < ,.44/1ECC) 't~ :\ \ I" - - - ---- ~ ~ ---- ---- ~ '" "- ---- - o o o "- "- o POOL & DECK UNDER SEPARATE PERMIT ~ S49<>23'41/1E "- o "- o o BOAT SLIPS AND BOARDWALK TO BE PERMIlTED UNDER SEPARATE DOCK SU8MIITAL o o R=170,OO' A=S9S,64' CHD.=162.57'(D) 162.S4'(M) CB=S7St57'34 'E<D) CB=S7StU'19'E(C) :@ -\l 1M I ~ I \0 IS iVI6 0 :)1/ I:> "" 0' ..---f "- .. {QJ ~ '00) CJ\- "- 'Lie:; <> 0) Ln V) .... \0 [(Y) I~ I~ (/) I - TRASH STAGING AREA 12'x19'x6" THICK CONC. 30'x12' UTtlTY EASEMENT -- / / ~REMAINDER LOT 9 - - ------- NEW DROP CURB F.D.O.T. INDEX 300 - - . .11> 4.' ------- ------- b. 10 ~ - 94' FIRE LANE \ -----------~-------- -......... ---~ ----------------- -- -------- --------- -- - --- - -{I~ - ----- - --- - - - --- -- -- --- - .--.- - ----- - --- - ----- - --- - -- - - - --- / ~- INLET --------- ---=-- --------- -- -- LOT 8 \ \ --------- - ----------~--~- - --- ------~--~-------------- ~--- ---- --~~ - -~- - - ---- ~- - -- -~---~---------~----- --------- ------- ~._..._.- -'- -.-..-.-..-. o ---------0 ""1JJ~ID""1ARD PASSAGE 60' RIGHT -OF---WAY 26' AS -.) I ,-- I f r- 71'cONC. CUrll~r~ CURVE DA T A R=50,OO' A=82,03' ,=73.14'(D) 73.15'CC) ". =N59<>31'26f1V1(D) 59<>31' 41/1V1(M) ! LEGEN .; /" @ CURVE DATA R=50,00' A=32.18' HD,=31.62'CP~M) =N30<>5 7'35/1 VI C P) -N30<> 51'34/1 VI CC) ~Y\A A. ~rp.'( 2 3 200S RAM A. GOEL, Ph.D., P.E., ff4"7431 COPIES OF n~ESE PLANS ARE NOT VAUD UNLES~ EMBOSSED WITH mE SIGNING ENGINEER'S SEAL -~ ASPHALT NEW 6" CONCRETE 1. TRASH CONTAINERS WILL BE ROLLED OUT TO STAGING AREA BY 7:00 A.M. AND ROLLED BACK INTO TRASH ROOMS BY 7:00 P.M. ON GARBAGE PICKUP DAYS. 2. EXTERIOR LIGHTING WILL CONSIST OF FIXTURES ATTACHED TO THE BUILDING AND LIGHT WILL NOT IN rRUDE ONTO ADJACENT SITE. 3. ANY NEW CONCRETE DRIVEWAY APRON(S) CONSTRUCTED WITHIN THE RIGHT-OF-WAY SHALL BE A MINIMUM OF 6" THICK FIBROUS CONCRETE AND A MINIMUM OF 3000 PSI WITH 6"x6", 1 Ox1 0 W.W.F. (SIDEWALKS SHALL NOT BE CONSTRUCTED WITH IN THE APRON(S). 4. ALL SOD, SIDEWALK, CURB AND SPRINKLER DAMAGE, IF ANY, WITHIN lllE r~IGHT -OF -WAY SflALL BE REPAIRED/REPLACED PRIOR TO ENGINEERING FINAL INSPECTION. 5. A SEPARATE RIGHT-OF-WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITIIIN THE R.O.W.OF ANY OF THE ADJACENT STREET(S) THAT ARE ASSIGNED " TO n'l~CITY. ~ . ._-~~--- ~ . '. ~to':. ~ - to NEW 4" CONCRETE PLACE SAW CUTS & EXPANSION JOINTS AS NECESSARY PROPOSED PARKING LOT INTERIOR LANDSCAPING I .. J z ~~ 9 00 I- Q)V ~ ~~ I- ~z ~ ~~ o -A, A, .... '^ '" 1'4 0 Z DZ : xi I- ~@) u. . 0- ::r: ~V ... CO W .A 1'4 I- ~ .'" I- ",,1.1.I Z ~Z LI.I ~.. ~ -- ....~ z ~t o _. ~ IAI - > Z LI.I .:. " V} ~ o "" 0- . .....11\ !::II\ " :;).... Z "'~ - .. Z 1-.( Z ~O ~ e::- ... ... rt ~ '" 0 ... o 0"" Z Z .. ~ ~f5 ... ... I- LIA~ . ~~ ...~ :! V ~ > ,.. 1.1.I _ 0... V ~-v .:. EB #5936 0~::g;~;'~!.,:~~D?;\~~;;.::. .::;i(l;;:~f: ::~: I NES Camm.: 0348 I I Drawn By: B.J.V. I I Checked By: H.G. I 01/10/05 Descri tion PER CITY PER CITY / / 1KI DESIGNIDEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS w (!) <C CI) CI) <C C- O ~ <C 3: c z - 3: I- <( c <C - 0:: CI) wO C)...J W <(Ll- t.) en .. en::J: :z <((..) w 0..<( OW 0 0:: to - <(0:: CI) ?:~ w Cod: ~ z3: -0:: w 3:<( ('.IIJJ :a:: 0-' I- ('.1(..) :.... z <C ...J c.. w I- - en (!) z - ~ <C I- 20 0 10 20 40 en !'I~; ''f'-',,,, I I,,"' ' .~ :;1 lw.1 llilS DRAWING IS AN INSTRUMENT OF SERVICE AND SHAlL REMAIN lliE PROPERlY OF lliE ENGINEER, AND SHAll NOT BE REPRODUCED, PUBUSHED OR USED IN Nf( WAY WllliOUT THE CONSENT OF THE ENGINEER" COPYRIGHT 2005 NOT PUBUSHED SAND SET PAVERS SEE LANDSCAPE ARCH. PLANS & SPECS. C3.1 UJ ... -a- l_tIl .- .c:- -~ III = --- ~~~~ "- "- ~ o :5 WOOD PILlf\JGS TYPICAL --- ~ ~ PHASE IV VIU_AGE ON ISLAND ESTATES --- --- ~ SUBMERGED l_ANDS --- --- "- "- ~ --- --- ~ o -------- ~ --- --- ~ "- "- --- --- ~ ~ o --- --- ~ "- "- (1) STORY C.B.S. --- --- NOTE: EXISTING DEADMAN MUST BE A MINIMUM OF 5' CLEAR FROM ANY PORTION OF NEW BUILDING CONTACT SEA WALL ENGINEER REGARDING ANY RELOCATION OR RECONSTRUCTION AREA OF EXISTING DEADMAN NO HEAVY EQUIPMENT PERMllTED WITHIN 16' OF SEA WALL. CONTACT SEA WALL ENGINEER. o ~ ~ --- --- ~ --- "- "- --- o R=70,OO' A=78,96' CHJJ,=74. 'CD) 74.57'CC CB=NS ~ 42'22"ECD) CB=8 5'44"ECC) o o o o o "- "- o POOL & DECK UNDER SEPARATE PERMIT DECORATIVE STONE WORK ~ - - o S49~23'41"E o o o BOAT SLIPS AND BOARDWALK TO BE PERMIHED UNDER SEPARATE DOCK SUBMITTAL . " .~ l . '\ , . , < ',' ,. , ~ \ . \ I " , , :10: ..~: ' ..; ~\ . r ". :,,:: . " EB #5936 o o .:. Z ~~ 0 00 - I- cov ~ . . ~" I- 'lltZ ~ 'lIt- o ~ -0. 0. ....'^ '^ 1'40 Z !::Z ~ .. - ~ x~ I- ~@) "' . ~:J: ~v .... COW ~ 1'41- .'^ I- ""LU Z 'lltZ LU 'lit.. ~ -.. ....~ z ~~ 0 - . ~ LU - > .:::. .:. Z 11.1 0 "" ~ . LUI^- " !:I^- :).... Z '^"" "" - .. Z I-~ Z ltlo ~ ~- .... I-~ 0. '^O -I Q oUo Z Z .. ~ ~ffi -I -II- LU~ . ~~ .... ~~ - ,..~ > o~ - v ~v _.~... . -- . - - - , ,',;. " "., f ':; ':.' "l > I, ~' :' , ',' I 1 1 .. ~. , .:::. I NES Comm.: 0348 I I Drawn By: B.J.V. I I Checked By: H.G. I I Issue Date: 01/10/05 .... Revisions: (Y) No. Date Descri tion ~ & 04 14 04 PER CITY - , ~ &. 05 1 6 05 PER CITY 60 C) 0'/, POOL ~ '. :3 '" (J'\ ~ ~ .... 0\ ~ 0) (Y) " ~ '-I - :::> C) -.;;t ') (/) ) / / R=170.00' A=B9B.64' HD.=162.S7'(D) 162.84'(M) CB=S7B"S7'34 'E(D) CB=S7B"11'19'[(C) S CAPE ARCH. PLANS FOR DETAI IN THIS AREA ~ DESIGN/DEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS REMAINDER LOT 9 ~ . 7l---- Q - ----.. <f g- ...... :::> o :.J ---" - ---- - - - - . ~ .~ . 4' . - . - ~ . - ---- -to.~. 4: 110". tit 19 20.00'CD) S40~36'19"\JCD) S40~37'19"\JCM) .: 4.. . 10:. ~ . - - ------ i. in - :.J :J n :J I~I - 92' 94' FIRE LANE 92' TYPE "F" ~~fiRSE FLOW) ~ - - - - - - - - - - - - - - - - - - - - - - - -if - - - - - -- - - - -- - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- ........... - +--' Q) J C (J) UJ CD ::l ( .......... ~'-J - -----.:. "--- INLET .......... = LOT 8 .......... .......... ~ '" <) {) :J T '0 o 0-- -'- --- --- ----- -.. -- -.--------- - .-. --- ---.-.---.--- ----- ___._.___m___ -.---. WINDWARD PASSAGE 60' RIGHT-OF-WAY 26' ASPHAI_T PAVeMENT 2' C @ CURVE DATA R=50.00' A=82,03' CHD,=73.14'CD) 73.15'CC) CB=N59~31'26"\JCD) CB=N59~31'41"\JCM) :z <( -I a.. w I- - en ~ z - ~ <C I- 20 0 10 20 40 en n :J :) 'I '-... T lEGEND @ CURVE DATA R=50,OO' A=32.18' HD,=31.62'CP&M) -N30~57'35"\JCP) =N30~51'34"\JCC) '-... o ..~; ~ Ar)'f>I. ~ ft P'~ ~"'ll ~, l ;' '1 p.uiiJ~ - CJ'l :> o () :) I j) NEW ASPHALT 1. TRASH CONTAINERS WILL BE ROLLED OUT TO STAGING AREA BY 7:00 A.M. AND ROLLED BACK INTO TRASH ROOMS BY 7:00 P.M. ON GARBAGE PICKUP DAYS. 2. EXTERIOR LIGHTING WILL CONSIST OF FIXTURES ATTACHED TO THE BUILDING AND LIGHT WILL NOT INTRUDE ONTO ADJACENT SITE. 3. ANY NEW CONCRETE DRIVEWAY APRON(S) CONSTRUCTED WITHIN THE RIGHT-OF-WAY SHALL BE A MINIMUM OF 6" THICK FIBROUS CONCRETE AND A MINIMUM OF 3000 PSI WITH 6"x6". 1 Ox1 0 W.W.F. (SIDEWALKS SHALL NOT BE CONSTRUCTED WITH IN THE APRON(S). 4. ALL SOD. SIDEWALK. CURB AND SPRINKLER DAMAGE. IF ANY. WITHIN THE RIGHT-OF-WAY SHALL BE REPAIRED/REPLACED PRIOR TO ENGINEERING FINAL INSPECTION. 5. A SEPARATE RIGHT-OF-WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE R.O.W. OF ANY OF THE ADJACENT STREET(S) THAT ARE ASSIGNED TO THE CITY. JUN 1 4 2005 ~~A.~ RAM A. GOU, Ph.D., P.E., #47431 COPIES OF TI1ESE PLANS ARE NOT VALID UNLESS EMBOSSED WITH mE SIGNING ENGINEER'S SEAL I () :) NEW 6" CONCRETE Q) >--' . ~..... ~..' A NEW 4" CONCRETE '.. . ...' ~ ". \ PLACE SAW CUTS & - . -'. -. EXPANSION JOINTS AS NECESSARY . ",.t>". A- _ .. .. " n ,/ o :t 'J :) ./ UJ ,~ <I ... .. ... .. ... ... .. ... .. ... .. ... . ... . .. . . ............. I __ ' \1 \G.-- " ',- \ I': I \ \ \ \ /I \. \ '\\ \ \ ,\ \ 'lL I, __-]- I .\ I.J I-~---.- \, \ \\ \), \ \ I n. \ ~ '-. "f "'J II \) \ \ \ \ lL:U\" ,., ., y .':'.J L_ ...-__ 1\ --;-::-c7-, v II , t S \) t: P T OE\I ELOPM i::t Cl)E: ,: H >N ,\ T ~ R C\1'1 (J __--- ~- PROPOSED PARKING LOT INTERIOR LANDSCAPING u Q) ~ o '--- L :::l :[ -> o :J :[ ') :) :) " /' ............. .................. ............... THIS DRAWING IS AN INSTRUMEi-lT Of SERVICE AND SHAlJ. REI.WN THE PROPERlY OF THE ENGINEER. AND SHALL NOT BE llEPf?03Ul;El). PUBUS~IED OR USED IN Am WAY WITHOUT THE CONSEl-IT OF TIlE ENI;INEER COPYRIGHT 2005 NOT PUBUSIiED SAND SET PAVERS SEE LANDSCAPE ARCH. PLANS & SPECS. .. --J w C) <C en en <C C- O t:t: <( 3: 0 :z: - 3: I- <( 0 <( - ~ cn wO C')-I W <(LL. U en .. en:I: Z <((..) W 0..<( OW C ~t:Q - <(~ en ~~ w 0<( tt: :z:~ -0::: W ~<( ('..IW :J: 0-1 I- ('..1(..) .:. - - C3.1 --_._--~. -------------- "..f WOOD f)ILII\jC;S/~..d--(}-em-0-- ~~ TYPICAl .._-L:=~'j - ----- ---------------- ---------------- --h{)==--=-=-=- ~~//\ Z ~~ Q 00 I- co \J ~ ~~ I- 'lItZ t:t. 'lit ~ o -~ ~ .....'^ '^ 1"40 Z Cz ~ xi I- ~@) .... . ~x ~\J ... co..... ~ MI- L.. .'^ r- M..... Z 'lItZ all 'lit.. ~ -- .....~ Z ~~ o _. t:t. 1&1 - > Z all .. J //-- --- "- "- --- --- " ~ ~ --- --- ~ SUI3MERGED LANDS PHASE IV VILLAGE ON ISLAND ESTATES --- "- "- --- ~ 1_ ti} --- ~ --- ~ 0-------- --- --- "- "- ~ ~- --- ~ ~ f'r----- ~n---- --- --- (1) STOI~Y C.B.S. ~ "- "- (J/ k --- --- ~ ~ ~ --- o M ~ .....Ift t:Ift " ::>..... Z '^~ - .. Z I-~ Z :0 ~ ,,- ... I- tt ~ '^ 0 ... Q 0.... Z Z .. ~ffi j ... I- .....~ . ~~ ..." = \J ~ ~ ......... :;. 0... v ~v - ~ :7 "- y - _4-,gL . --------------- "- - ...- ~ . A=78.96' ) 74.57'CC ,-- 22"ECD) -= "ECC) R=70,O CHlJ,=74, CB=NS CB=8 o o CONTROL STURCTURE NEW MITERED END I N L E (SEE SHEET C6.1) FOOT INDEX 270 t INV. EL. 2.4 wi fa' 4'x4'x4" CONC. SPILLWAY S49023 41"E 136.76'CD) o o o o o - - - ':/"'T";,;;.,: ~ c' ,:,;', .,}, !1 ,:'., ,', I/~~ o o o o o 0 o BOAT SUPS AND BOARDWAU< TO BE PERMITIED UNDER SEPARATE DOCK SUBMITIAL o o EB #5936 1.3' CONC. SI. . fALL \'C': .'. :<,::;\:'::~:::. '. '< '.': .... . ....... --- .--.-.-.--- -.-..--- -----.-.--- ---- -.-.----- I ;>':: = I I I NES Comm.: 0348 I I Drawn By: B.J.V. I I Checked By: H.G. I 1\ .71 , : ) ! i l I, :~5.5 !~\ 1 I : I ! \ ~ 0' R=170,OO' A=S9S.64' CHD.=162.57'(D) 162,S4'(M) CB=S7St57'34'[(D) CB=S7StU'19'[(C) : RD 16"RD \ NEW INL ~,>qX \ TOP EL. 5.0 I I .. INV. EL.12.5 -~~.., -- -- -- --~- ------- \-181': L.F. I'" ~ 1411'x23" ERCP I "'- II :.27% 1! I 5.2 I \ JY f \5.36 1)>/ {- 7 I I I I f .9 I ---f7-- ,6.2 76"RDI6.0 ~ ~D 15.7 Y , C.O. 6" 5.9l 6" l 8" , ~~------5a~~-------- 6"RD ? / . ,," ~ ; ~ ~~ y~ 5.7~ ~ ~ ~ '? ~ 01/10/05 ~ ~ ~ / I I ~~~_____~_________JL___~~~ R.L. 16.2 fl" I t I Deseri tion PER CITY PER CITY 1M I ~ I \D IS / fa 5.8 = = 6.6 6;8= = =tr.t = = = = = = = = == d ~ ~ !1 ~ ea , , , , , , , , , , c.o. 5 9 - {~- - -w..- " 6"R,Dr \\ 6"RDT ;;}'I \ 1 ~';.' . I I / ( ; '.\.iD ";~ .3 \ ~... c.o. 6.05 4" 6" 5.9 6" ~ - - ---;:;;;r- -I~r ~R-;: - - - - -- 63 06.1 1 ~ 1 ~~. 1 1 -..:.-------7~:ki"'-- A L ~ ~ 1 _ -:R:-l:::..:: . _ _..J.l -& -\\~ . ",.<J_ '..~~< ',-'l:" rt \,~. 'Jr' / / I ~ , _11~, :-rI 4.'1 .0 I ---8:0 + 181 DESIGNIDEVELOPMENT D PERMITTING & BIDDING D CONSTRUCTION DOCUMENTS L <0Y 7 I 1 ~'G:7 ~ ,0.5 - - N49023' 41 ~ EW"UIJNC~N? BOX 4. T INDEX 200 ..17 TYP ,"ALT. A).>' 4 3 TOP E . 4~5 . INV. EL. _~_-\~ ~ I 75 ~ ).~9/'-- 1~91'CM) 20.0~'CD) _ '.' U:.9;f 48"L.F. S~oo36'19"\I'D) 'if O'if 'if .9<9 24 RCP LJ-;~ w ! 'U>~ NEW CU~B~INLET ,~()' S40~7'19"'^tfM) 7-<;) FOOT IND~ 210 Z-DJ <.? '- ./ 1>' TYPE 4 1>.7 1>' 'X "~ I - - - - -TOP-EC/4.08- --- - -- -- -- - "'R' INV. EL. 0/)'. \y ~?i0 nJ~;0D] ~=J=:J- \>,' \>-' --- ~ ~ __...---~--INLET ....... "'""" IJ /~ / ~REMAINDER LOT 9 - - ----- NEW CURB IN FOOT INDEX : TYPE 4 TOP EL. 4.08 INV. EL. w CJ c:::c CI) CI) c:::c C- O c=: <C 3: 0 z: - 3: I- <( 0 c:::c -' ~ CI) wO CJ-I W <(LI.. (..) CI) ... CI)::r: Z <(U W 0..<( OW C ~t:Q - <(~ en ~~ w 0<( ~ Z~ -~ W ~<( NW :J: 0-1 I- NU OF 10' SAINTARY-.I EASEMENT ~ -././ - - - - - - 5.3 4.8 ",17 - -1_ ------ ----- :z :3 c.. W I- - (J) W C) <C z - ~ o c z <C C) z - c ~ C) ----------I / X'}<9 ~ /~ ~6~ .9 . CD (~ </) '~ fa _ _ __{p_ _~ _ _ _ _ f __ _____ --- --Z- _-_ -~--- - __7_ -- -- - Z- - - - ",17 7 ( 4.71 -4.96 '-{)~f 1<.. (~ ft I>fa n0/ I> .-Yfa'- Lt>.. ----- t;..\>./ \>.AJ> /1>' t>.'-/ t>.200 L~ fa'\/.. ;{Q} ('> JJ~ ~ kl><pl> ,,<;)/ t>.)6P E~ ,,'- 1>' D]fa l>' \ \ LOT 8 '---- ",17 7 {-)fa/ 0;Y I~ ". '0- ,. ---. -[Jl-1.\tj- -. - -. ---0 Ic=l\,j-- -- ---[]llw---- ---, ----[] ~=I~)L__ -- ----[J H\'/----.- - DHw--..- .--. -lw-.---.-.--0--------[I~lw-...--.-D_I=~.W- -.---- 0 H'v/-- - -.-. --[] 1:-1'w-, --- -r] 1".\ V- -- -.-, --DH'W--e- ---.---- I1/= Iw- W11\~D'l~1ARD P.llSSAGE 60' RIGHT -or~ -WAY 26' ASFJI-1ALT I~))\V[MENT 2' "ONC. GUTTEI< ~...1"" ~.p 7 @ CURVE DATA R=50,OO' A=32.18' CHD.=31.62'CP&M) CB=N30057'35" 'v/ CP) CB=N30051'34"'v/CC) CURVE DATA R=50,OO' A=82,03' D.=73.14'CD) 73.15'CC) B=N59031'26"'v/CD) =N59031'41"'v/CM) ;jZ<9/1 ~ No~rE5: 1. PER THE CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS PART "B", TECHNICAL SPECIFICATIONS, SECTION IV, ARTICLE (19), "ALL I~OUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS AND SIDEWALKS WITHIN PUBLIC RIGHT-OF-WAY AND ANY OUTFALL SYSTEM, SHALL BE WRAPPED WITH MIRAFI 140N FILTER FABRIC OR EQUAL." FABRIC TO BE A MINIMUM OF 30" IN WIDTH AND CENTERED ON PIPE. DRAINS W/ NOTE: SITE CONTRACTOR TO COORDINATE R PLUMBING CONTRACTOR. 10 20 40 o 20 2. EXTERIOR LIGHTING WILL CONSIST OF FIXTURES ATTACHED TO THE BUILDING AND LIGHT WILL NOT INTRUDE ONTO ADJACENT SITE. ll-lIS DRAWING IS AN INSTRUMENT Of SERVICE AND SI-Wl. REMAIN ll-lE PROPERTY Of ll-lE ENGINEER. AND SHAll NOT BE REPRODUCED. PUBLISHED OR USED IN.ANY WAYWIll-lOUT ll-lE CONSENT Of ll-lE ENGINEER. @COPYRIGHT 2005 NUT PUBLISHED ."".,""'l'_~ rt--, ''"':iil''; ,,; .," j~ .-',',::(.,ij>' C4.1 ~v-. A. ~~JlAY 2 3 .'-~~'3 RAM A. GOEl, p~ .'~.----"-'-.i f.-.~_-_..' !.'";"".' .. \. 'I ...,...:.": 'I q , . I I ! 1 - COPIES OF ll-fESE PLANS ARE NOl VALID UNLESS EMBOSSED WIn.1 ll-fE SIGNING ENGINEER'S SEAL 1 PlA"\t..W,;C-.(clf" ; !....".C....,.. !~, -- ""'. "-.'; '-. ~ - - ~ - ..... R=170.00' A=898.64' CHD.=162.S7'(D) 162.84'(M) CB=S78.S7'34'E(D) CB=S78tll'19'E(C) r /,p , I REMAINDER LOT 9 ~ 0. - - ---- ,---... <!' ~ r---- o U) U 0....../ u o tJ) o ~ +J ill J C Ql (f) ill o 2 <( to o lO -"j- ~ tJ) o o N '-----. -"j- ..- '-----. 1O . Ql :;: --0 L[) o I (J) ..- 1 tJ) o <lJ +J if) /' OJ -:t t-') o /' (f) +J U ill .~ o C- O- o <( u o +J :::J <( to o o N /' N - ........ OF - ~ - - ~ - o o o 4.46 - '-'- t= ,t== ........ 5.15 - ........ ........ 10' SAINTARY EASEMENT - ---- - Y.. ---- LOT 8 o - ~ - ......- ~ - o o ____I I \ ~ ~ - - o o o 0 -...-""-- ~f7 ;r 4.71 4.96 ",17 ;r ~ - - ~ - - o o --- ---- ----- ~~~~ '-.J o 3: PHASE IV VILLAGE ON ISLAND ESTATES WOOD PILINGS TYPICAL - "- "- - ~ ~ SUBMERGED LANDS "- "- "- "- ~ 0.... b<' (1) STORY C.B.S. "- "- ~ JY ~ "- "- 4.27 o o R=70.00' A=78,96' CHlJ.=74. 'CD) 74.57'CC CB=NS <> 42'22"ECD) CB=8 5'44"ECC) CONTROL STURCTURE NEW MITERED END IN L E (SEE SHEET C6.1) FOOT INDEX 270 toY INV. EL. 2.4 wi (~1 4'x4'x4" CONC. SPILLWAY S49<>23 41"E 136.76'CD) o U> '" '.9S- .././ - - o o o BOAT SUPS AND BOARDWALJ< TO BE PERMITIED UNDER SEPARATE DOCK SUBMITTAL ___ EX. .If ~~c, ~ _------a;m------- -== -== -==-== -== -== / ----- 5.6 .a"R;;- 51 ,---~ -a"Ro. - .5. !---- .a"R;;- ---- .a"R; \ N;INL I . 7' 1;iP i i! I I -Ip-' Wi ~t:I~:g 5..! _ ~.... _ _ _ _ _ _ _ _ _ ~_- -~ - - 4,- - - ~~""/- - -- - - --.... - --- a2 L F ....NEW INlEf 5.4 : 5.6 '---18~ L~. I 12"x{81o~ II lOP EL. 5.4 : 14 x23 ERCP ,I A 32''''% r:..r\'vr ~ INV. EL 2.8 .~ @0.27%1 vO." ~F 5.2 II II 11: / 1\ I!l \ 1 ======== ===== =5.8 t ... (J'\ ~ ... IJ) (Y) <> o -.;;t (/) -- ..?JJ' /' r'o. P ~ ... (Y) IJ) IJ) o ~ ~ \~ \ 15036 I \ I \ t I f.7 fa / ): )'>Y ~ '7 -==-== -== -== -== -== -== 6.6 6.6 -== -== . -== -== -== -== -== -== -== -==-== ~ -== =1t.I a ~ ~r$y ;r .''-----..~iK ". ~o/" <y' ~~ ;r -== ~ m -== -== -== -== -== -== ~r ::&0:0 -== -== I f:1 B -== -== -== a I 0' , ..1:l-t:-l 4. .0. 6.0 + L_;Y m D ....." ~ NEW CURB INLf:1 FOOT INDEX 21 TYPE 4 TOP EL 4.08 INV. EL. EX. "V \L ":EE == ":EE == -== 6.0 6.6 lC]lC] - - - - - - - - - - - - - 6.6 (Cl) CURVE DATA R=50,OO' A=32,18' CHD,=31.62'CP&M) CB=N30<>57'35,l\vj CP) CB=N30<>51'34"\NCC) @ CURVE DATA R=50.00' A=82,03' CHD.=73.14'CD) 73,15'(C) CB=N59<>31'26"\NCD) CB=N59<>31'41"\NCM) NOTES: 1. PER THE CllY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS PART "B", TECHNICAL SPECIFICATIONS, SECTION IV, ARTICLE (19), "ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS AND SIDEWALKS WITHIN PUBLIC RIGHT-OF-WAY AND ANY OUTFALL SYSTEM, SHALL BE WRAPPED WITH MIRAFI 140N FILTER FABRIC OR EQUAL." FABRIC TO BE A MINIMUM OF 30" IN WIDTH AND CENTERED ON PIPE. 20 o 10 20 -~-- ... ~'. to- Z .... ~ 'Z ,0 It; - 1IIII\r\) ~..~ !L- " ~~ _ Z~~ - .. = ~E~ ~ ~- ... t- ~ D. ~o .... Q 0'" Z Z .. o(ffi ~ .... I- Wo( . ~~ ....~ = '" 0( > ,..w _ 0.... '" ~ '" GJ .... I" \/}..... tn. . . , . j j , ~ 'J: -, ) . ., , ,t')l} . . , ' 1" :", ~. .. i o(..j 1... ~ EB #5936 z ~~ 9 00 to- co '" ..i · . ~ ~" to- .., z It; ..,- It; o -A, . D. r--~ '" MQ Z t:z ~.xi. I- ~@)' ... . 0. :1::' ~'" COW M~. .w ;z . ...., .... -.. r--o( ~~ - . w - ~- - ~ - .. ',' j ~.. , 'I I. : \ I <~~ ".',- .... ,I . ,....,:.,.: ;. ',,,::,.:;,.; .~,,: ~,:.:. r NES Camm": 0348 1 B.J.V. I Drawn By: \ Checked By: H.G. \ / / 01/10/05 Descri tion PER CllY PER CllY 18I DESIGNIDEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS Z <J: ...J c.. UJ I- - UJ u.I C) <( Z ~ C C Z <C C) Z 40 - C ~ C) 6.2 Y6"RD 1 6.0 ~' ~D 1 5.7 ,. , C.O. 6" 6.9l 6" ~8" ,~~----~--" ~-------- S"RD ? / . " / ~ I ~ ~ ~ /' I I ~;~_____~_________1----~~~ R.L. 16.2 ~ I ~ I NOTE: SITE CONTRACTOR TO COORDINATE ROOF DRAINS W/ PLUMBING CONTRACTOR. \ "'.... c.o. 6.06 4" 6" 6.9 6" -L~ - - -4:;oT - -I~r 7:.- - - -- -- 6 3 06.11 ~ 1 ~ ~ 1 13 RD _:._u_____~~-- ~ ~ 1 _AL ~ ~ ~ dOlS ~~ ~ '" " 6.3~ - I I .f5_ tl ~ __-- t> N49<>23'41 61.01'CD) ~ EW'\l"\Jt:-lC~~ BOX 4. T INDEX 200 y~ TYP ) ,'ALT. A~' 4 3 TOP E . 4~5 6.3 . INV. EL. 4.8 07;-~~"l.~F. 1~91'5M), 2q,o~'(m ,'> ,'> ;.r6". >"6 y", y...". ," ""0> I, ."" ""'" ,'/.9 ,'0, ,..90> ' 24" RCP S1N14{j..36 19 \N~) ..90' ..90<0 '-%'i '&$ 'o>:,f '~ .-'0' ."" '.'-' .,.9 ."'-, ."0< ."'. S }-~'7'19" ) I NEW CURB INLET '~6' ~ ~ ~~ ~bo. 1YJ J'\ ~0 ~.... -Z-RJ 1~ Jb ':Z~ Lto 110 J~ FOOT IN~ 210 z-OJ './ ') ""- ". ". ". ". ". ". ". ". .. .. .. .. .. lWE 4 ".'. " .. ,... I __ ___- __- _-- ---------1E----- --- --- -----c- ---- --- --- --TOP-EC'l.Oa------------ '''?-' '-.... ! INV. EL EX. 0,0' \r 4.71 'OJ, ","'."':;"~"" ,,'" "'~ ",'" <!} ~,,~" . 496 "f./.' .. ,. .. ~, .. or .. ",'" . ,.. .. ," .. ,,'" .. ,,'" .. .' .. .. .. ,,' .. ",'" ". 1:' ~.1:' 'K...... ."'. .. .. .. .. .. .. .. .. .. .. .. .. : _----.-r- INLET 4z.... \./ -0' ,\ J . n" \. J_..._...-lJw..J_..._m.gH-'W._..._...-8WW'-0-.._..._.~I\J-...-"._'GH\J-.:_u_UH\J-..._..._.QHv.u_..._.rn+\J-.u_u-OH-.\J-..._..._...-<Q-...___nH'w'--..._..._OH-'w'--...-...-OH-'w'--...-...-nH'w'--..._u-OH'w'--...-'..-lJH. '0-"'-'"-O~w-'''-''' . 'F1W--'--" -tJA-w : WINVWAlID PASSAGE 60' F~IGHT -OF -WAY 26' ASPHALT PAVEMENT 2' CONC. GUTTER 2. EXTERIOR LIGHTING WILL CONSIST OF FIXTURES AITACHED TO THE BUILDING AND LIGHT WILL NOT INTRUDE ONTO ADJACENT SITE. n'lIs DRAWING IS AN INSTRUMENT 0" SrnIfIGE .m\)Sl-lNJ.. f1EMAlN THE pROPERlY OF THE ENGINEER. AND SJ-W.L NOT BE Rr.PR{l!JUCED, Ptlel.1SI-IEi) ,OR USED IN Nrf WAY WITHOUT THE CONSENT OF THE ENGINEER. . It)COPYRIGHT 2005 NOT PUBUSHED ,J:tlN". 1 4 l005 ~- A - ~ RAM A. GOEl, Ph.D., P.E.,#47431 ---:-- . f COI'l epo.~i!:,fY.N&:ARE.-,NQr-.w.lJo- UN.. 55 EMS S Wn;H 1IiE ~1~1t{G\ SFlG R;S S r .. l... lo ~ _' \ . f . . t \~u.'~ .- "J~.~'~:::--.i.ll.l..I\ ~.:. I ,.'.:, l ,J;" '. 'l;' I: / .. . " IOE'JE~NT~fH"~';:'r---'. . . Cli':' OF Cl FAH'./'.'lY;'R --..------ ---- --- --'- _______ ._____ ._..' .__" '_.._T.____.._.._~.._.______.__ UJ C) <C en en <C c.. C ~ <C ?: c z - ?: '<C !:; C ......... ~ UJLUO LLI ~ii. .... en "' '-' en:J: Z <ct..:) LLI c.. <C C c~ ex: _ <C ex: en>LU UJ ~~ . ~~;: . 3: oc . LL1N~ :J: (:)....1 I- Nt..:) it' ~~~/~ WOOD f)IUI\IGS ~j-o--o--em g I YPICAL. ---<=-:_ =5 ------------------. 0----- z ~~ Q 00 I- cav -<t ~~ I- 'lit Z ~ ~- ~ o -Co A. .....~ ~ 1'40 Z bz ~ xt I- ~@) u. . ~:c ~v .... CQ W -<t M l- I- .~ .- I'l'\W Z ~z ..... 'lit.. ~ -.. .....~ z ~~ o _I ~ W - > z ..... ... J .------- .------------ ---- "- "- ---- ~ .... ~ ---- ---- ~ SUBMEf\GED LANDS -- PHASE IV VILl_AGE ON ISl_AND ESTATES -- "- "- ~ ---- ---- ~ I \i} en. ~ ---- o-~-~-=--= ---- ~ "- "- ---- ---- ~ ~ s: 0---- ---- ---- ~ ~ 1O (1) STORY C.B.S. "- "- ---- "> '- k ---- ~ x w ~ -- -- ~ ~ - ;/ o I'l'\ ~ . Ldll\ 1::11\ " j..... z '^~ - .. Z 1--< Z t:jo -<t ~- .... t- ~ A. '^O ... o ou.. Z Z .. -<(5 ~ ... I- UI~ . ~~ ...~ :! v ~ > .... W _ 0... v ~v "- -- y ..- _1~L " SANITARY MANHOLE f~IM EL. = 5.46 ;. ~ . ,70,00' A=78.96' CH1J,~', 'CD) 7~,57'CC ," CB'..,,". o42'22"ECD) -~ CB'~ 5'44"ECC) o o o o "- "- o :7 ~ o NEW 6" PVC DR 18 F. 36" MIN. COVER "- o o o o o 0 ,~;r.:" :.::. ::,:;1. ?('.; \.',;': ~:.:';:;,::';::,."" ~,":: 1.. . I" i ,I '~~.f ,"'1 . .~~ o o BOAT SLIPS AND BOARDWAU< TO BE PERMITTED UNDER SEPARATE DOCK SUBMITTAl o EB #5936 SANITARY RIM EL. ;::,;/::;Y';:;;~;;;;') :?" ::r~,_: . ::::' :/:; T --.-.----- ---...--- ------ - . .. ~--_. .-- I NES Comm.: 0348 I I Drawn By: B.J.V. I I Checked By: H.G. I ...... R=170.00' A=S9S.64' CHD.=162.S7'(D) 162.S4'(M) CB=S7S.S7'34 'E(D) CB=S7S.11'19'E(C) · k ",V' 5 7 txV' i, 1 , :; I . j v. 57 , I I 5.91 l 5 5 I , e:~,.".. ot-~ - ..... - ..... """'" ..... ...... -~ -- ..... IlI!I:3 __ ..... __ ....... """'" ...... ..... r , "''' ,;".,., _ ~ ,. 5.0 "'7 , I / 1/ II I / I I I I 0.0"'1 I \ \ \ \ \ \\ \\ " 01/10/05 5.0 Descri tion PER CllY PER CllY l- I.- ra "" B ~ / / / / / / / . 4.46 / / tx~ :; !..~~~Q - -- - - .:-- - - -- - --.~ - - - ~:~. I~.L. 6.2 ~ ~ ~ 6.5 6;8= =u:=t +6.6 = = = = = = 'ff=fl=' = .!~ = ~ = = = = = = = = = === = ~ a i1 I '---r~ / / 18I DESIGN/DEVELOPMENT D PERMITTING & BIDDING D CONSTRUCTION DOCUMENTS /~ / ~REMAINDER LOT 9 - - ------ OF 10' SAII\JTARY--.I EASEMENT w C) <( U) U) <C C- O c:: ~ 0 :z - :r: I- <( 0 <C - 0:: U) wO C)...I W <(LL. (..) CI) '" CI):J: Z <(U W c..<( OW 0 0::=CX1 - <(0:: U) ~~ W o<t c:: :z~ -0::= W ~<( NW ::J: o ...I I- NU --------7 ------ - ,,17 7' 5,03 -5'.10- LOT 8 \ \ z <C ...J c.. w I- - (J) (J) W - I- - ...J - I- ::) @ CURVE DATA R=50.00' A=32.18' CHD,=31.62'CP&M) CB=N30057'35"\,jCP) CB=N30051'34"\,jCC) NOTES: 8. THE CITY OF CLEARWATER WILL PROVIDE WATER TAP, SET THE WATER METER AND A B.F.P.D. (BACKFLOW PREVENTION DEVICE), IF APPLICABLE. APPLICANT IS RESPONSIBLE FOR ALL ASSOCIATED FEES AND ALL OTHER INSTALLATION FEES. 9. DUCTILE IRON PIPE MUST BE INSTALLED BETWEEN ANY TAP AND WATER METER. DUCTILE IRON PIPE MUST BE INSTALLED BETWEEN ANY TAP AND BACKFLOW PREVENTION DEVICE. AT LEAST ONE JOINT OF DUCTILE IRON PIPE SHALL BE INSTALLED ON THE SERVICE SIDE OF ANY BACK FLOW PREVENTION DEVICE. 10. ALL UTILITY POLE RELOCATIONS TO BE COORDINATED WITH THE OWNERS OF SUCH FACILITIES AS-NOTED ON DRAWINGS. THE POLE RELOCATIONS WILL ACCOMMODATE THE PROPOSED SIDEWALK AND/OR DRIVE APRON'S INSTALLATION WITHIN THE RIGHT -OF -WAYS OF THE ADJACENT STREETS. CITY REQUIRES A MIN. 2-FT. HORIZONTAL CLEARANCE FROM EDGE OF SIDEWALK TO ANY VERTICAL OBSTRUCTION. 11. ALL POLYVINYL CHOLlDE PIPES SHALL BE LAID W/AN INSULATED 12 GUAGE A.W.A. SOLID STRAND COPPER WIRE WOUND AROUND THE PIPE FORMING ONE CONPLETE SPIRAL PER JOINT OF PIPE. THIS WERE IS TO BE CONTINUOUS W/SPLlCES MADE ONLY BE METHODS APPOVED BY TilE ENGINEER. THIS WIRE IS TO BE SECURED TO ALL VALVES, TEES & ELBOWS. 1. EXISTING ABOVEGROUN ' IN THE PUBLIC RIGHT' AND / OR PLACED THE PROPERTY WH IS REDEVELOPED. 2. FOR DEVELOPM THAT DOES NOT INVOLVE A SU ISION, ALL UTILITIES INCLUDING IN UAL DISTRIBUTION LINES SHALL BE UND RGROUND UNLESS SUCH UNDERGROUNDING IS NOT PRACTICABLE 3. NEW WATERLINES TO BE MINIMUM 30" DEEP MAX. 42" 4. PROPOSED UNDERGROUND WATER MAINS & HYDRANT(S) TO BE INSTALLED AND IN SERVICE PRIOR TO CONSTRUCTION PER NFPA 241. 5. FDC SHALL BE IDENTIFIED BY A SIGN THAT STATES " NO PARKING FIRE DEPARTMENT CONNECTION" 6. FDC SHALL BE MAINTAINED WITH 7-1/2' CLEARANCE TO FRONT AND SIDES. 7. FHA SHALL BE MAINTAINED WITH 7-1/2' CLEARANCE TO FRONT AND SIDES. 4' CLEARANCE REAR. ILlTY FACILITIES -WAY TO BE RELOCATED ERGROUND WHEN THE UTILITIES SERVE r..,:~.. . 20 20 o 10 40 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPffilY OF THE ENGINEER, AND SHALL NOT BE REPRODUCm, PUBUSHFD OR USED IN ANt WAY WIT}lOUT THE CONSENT OF THE ENGINEER. @COPYRIGHT 2001 NOT PUBUSHED '--'-~"""''''7''~ . 'i. ,. \ I 1 "..,..".<. .",' \ I, I ~ 1 \ \ t \ I !i ~ "~ C5.1 ~l. U l:":'~. .-.... . [:I'...'I.~. "1 I'n("-- I --"~' PlANN!.W;'~;.i ( .err '..., ,"".(10"'" ~:4:God~ P~:;1:: }!QS COPIES OF THESE PLANS ARE NOT VAUD UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAl ---~ PHASE IV VILLAGE ON ISLAND ESTATES WOOD PILINGS TYPICAL I..-J o 5:: ---- '" ~ '" ---- ---- ~ SUBMERGED LANDS ~ ---- ---- ~ '" ---- '" ---- ~ ~ :s: ---- ---- ~ - ill (1) STORY C.B.S. '" ";)"- ~. ---- x w ---- '" ~ ~ SANITARY MANHOLE RIM EL. = 5.46 ---- ---- ;Y ~ ---- 4.27 o R=70.00' A=78.96' CHlJ,=74. 'CD) 74,57'CC CB=NS o42'22"ECD)- CB=8 5'44"ECC) '" o '" o o + 6.2 o o o o o ~ NEW 6" PVC DR 18 F. 36" MIN. COVER :Y faJY S49023(41"E o - o o BOAT SLIPS AND BOARDWAlK TO BE PERMITTED UNDER SEPARATE DOCK SUBMITTAL o o o o 0 .....~- , ..... , , o T , , , , , . ,~.7 ......( ~ = SAN IT ARY RIM EL. 1.3' CONC. S {ALL ----- ---- ~ c::=:::::::s c:::=::::t c::::=::::I c::::=::::I =====:I c::=:::::::s c:::=:::I io.tlI , , , , _ -l-- , : (,,~ I , /' ---~--~----- ,5.6 , u 'rr , , , , , I , c::=:=I c::=:::::::s ~ c::::=::::I c:::==::::I c:::==:::II c::=:::::::s c::=:::::::s c::=:::::::s c::=:::::::s ~ c::=:::::::s c::=:::::::s c::=:::::I c::=:::::::s c=I \ \ \ ~ R=170.00' A=S9S.64' ;HD.=162.57'(D) 162.S4'(M) CB=S7S'57'34'[(D) CB=S7S'11'19'[(C) -~- ? I 5.7 - - ~"- 5.6 ? I 10 5.0 fY - -'-rt' - 5.4 I 6.0 '~5.~_ / ---- -- -- I 1> n tJ ea [3 ~ 1> ~ 10\ '0) .... "'"-I C) () ') f') 1 I-.~~t!___. _____+__tl.~ R.L. 6.2 ~ I ~ ~ 6.5 = = == = = = 5.8 6.6 6;8=- =6;1 = = = = = = c:::::::::::I c::=::::::I c:::::::::::I c:::::::::::I c::=::::::I ~ c::=:::::::s c:::::::::::I = = = == = c:::::::::::I c:::::::::::I c::=:::::::s c:::::::::::I = ~ ~ a m a II a it \ \ \ \ \ \ \ \ _\ 59 It?\ ---r \ I \ I NEW 6" PVC SAN. SEW. @ 1/8" /Ff. MIN. --r ," -r'-- ~~ Ii D m REMAINDER OF LOT 9 , ~ ~ 6.5 ~ "17 ~ ~ = = ~~ = = = 3.3 ':E5"" = = - [:][:] 4.75 ---- NEW FHA FLUSH THRU HYDRANT -n-- u 0. - - - - - - - - - ...-----.. <( -:r f'-. o ill U '--" ------- -- ---- ...---...... 3.75 7 ~ 17 5,3 - __ '0fr -~ ~. ..~ --------- ----- ----- _ _ _4.8_ - - u o 11) o ..- 17 ~J;.9 t._ ~ i5' -f_ ~~() l!~ '0V' _ _z_ _ ~ '0';y ~~- _. 17 17 '~~ '17.5) -~.- :? - -,- _,_L 17 --. _. _l_._ - .:!-- - ("ff /' 4-' Q) J C 0> U) Q) o 5.03 5.10 .- -. :-. ~ '9(fa LOT 8 . :2 0.. f'-. tf) N N N 11) o o N '----- -:r @ CURVE DATA R=50,OO' A=32.18' CHD,=31.62'CP&M) CB=N30057'35"V/CP) CB=N30051'34"V/CC) @ CURVE DATA R=50,OO' A=82.03' CHD.=73.14'CD) 73.15'CC) CB=N59031'26"v/CD) CB=N59031'41"v/CM) ..- '----- to , , , / 8. THE CITY OF CLEARWATER WILL PROVIDE WATER TAP, SET THE WATER METER AND A B.F.P.D. (BACKFLOW PREVENTION DEVICE), IF APPLICABLE. APPLICANT IS RESPONSIBLE FOR ALL ASSOCIATED FEES AND ALL OTHER INSTALLATION COSTS. 9. DUCTILE IRON PIPE MUST BE INSTALLED BETWEEN ANY TAP AND WATER METER. DUCTILE IRON PIPE MUST BE INSTALLED BETWEEN ANY TAP AND BACKFLOW PREVENTION DEVICE. AT LEAST ONE JOINT OF DUCTILE IRON PIPE SHALL BE INSTALLED ON THE SERVICE SIDE OF ANY BACKFLOW PREVENTION DEVICE. 10. ALL UTILITY POLE RELOCATIONS TO BE COORDINATED WITH THE OWNERS OF SUCH FACILITIES AS-NOTED ON DRAWINGS. THE POLE RELOCATIONS WILL ACCOMMODATE THE PROPOSED SIDEWALK AND/OR DRIVE APRON'S INSTALLATION WITHIN THE RIGHT -OF -WAYS OF THE ADJACENT STREETS. CITY REQUIRES A MIN. 2-FT. HORIZONTAL CLEARANCE FROM EDGE OF SIDEWALK TO ANY VERTICAL OBSTRUCTION. 11. ALL POLYVINYL CHLORIDE PIPES SHALL BE LAID W/AN INSULATED 12 GAUGE A.W.A. SOLID STRAND COPPER WIRE WOUND AROUND THE PIPE FORMING ONE COMPLETE SPIRAL PER JOINT OF PIPE. THIS WERE IS TO BE CONTINUOUS W/SPLlCES MADE ONLY BE METHODS APPROVED BY THE ENGINEER. THIS WIRE IS TO BE SECURED TO ALL VALVES, TEES & ELBOWS. 12. ALL UNDERGROUND FIRE LINES SHALL COMPLY WITH NFPA-24 AND BE INSTALLED BY A LICENSED CLASS 5 UNDERGROUND CONTRACTOR. NOTFS: 1. EXISTING ABOVEGROUND UTILITY FACILITIES IN THE PUBLIC RIGHT-OF -WAY TO BE RELOCATED AND / OR PLACED UNDERGROUND WHEN THE PROPERTY WHICH THE UTILITIES SERVE IS REDEVELOPED. 2. FOR DEVELOPMENT THAT DOES NOT INVOLVE A SUBDIVISION, ALL UTILITIES INCLUDING INDIVIDUAL DISTRIBUTION LINES SHALL BE UNDERGROUND UNLESS SUCH UNDERGROUNDING IS NOT PRACTICABLE 3. NEW WATERLINES TO BE MINIMUM 30" DEEP MAX. 42" 4. PROPOSED UNDERGROUND WATER MAINS & HYDRANT(S) TO BE INSTALLED AND IN SERVICE PRIOR TO CONSTRUCTION PER NFPA 241. 5. FDC SHALL BE IDENTIFIED BY A SIGN THAT STATES " NO PARKING FIRE DEPARTMENT CONNECTION" 6. FDC SHALL BE MAINTAINED WITH 7-1/2' CLEARANCE TO FRONT AND SIDES. 7. FHA SHALL BE MAINTAINED WITH 7-1/2' CLEARANCE TO FRONT AND SIDES AND 4' CLEARANCE TO R R. . 0-. $ u 11) o I m ..- I tn o ?~~~~~~~~7?5-~ ~:I 'n n r----.........., c.J cc I I*~~=J (~~ UJ I . L. .,-. r:-:::-- 1 . i Q) 4-' (f) /' (X) -:r n o /' U) 4-' U Q) o L 0.. o <( u o 4-' :J <( t') o o N /' N 20 20 o 10 40 ~;,~~:~ll I L \ G---.:-;:..:':::~::i..-.... (==--:1 v c.==.':-.:; '~I --__,,~.__j CJ -----."'____u,......... .-.~.. ..,~. ... z ~t o tt\ _.00 . 1-' CX) \J I . '. ~.,'~" . l-.i,~Z ~.'.".~- . 0 ~ Do ~~ '^ MO Z ,..t: Z .. ~.......- ~'.X~ 1-' < ~\ . . Yo ~ . ~:J: !. .>,~ \J ..I', CX) .... ~<M I- " I \1\ 1-..,; tt\ .... Z:,;~Z .... ".~... <'.". ...... <.- Z,....<' 'M~ Ot: I ~. ..... 1_ ti} ... .=. . -~ -... a EB #5936 o tt\ ~ ....11\ !:II\ ~.... \l\tt\ tt\ .. Z 1:< ....0 <~~ ..I <.1- 0 Do'\I\ . :. .... Q: Q Yo "'% . Z\ ri < ~i< .... . ..I>'" I- '-..... < ';:>~. '.., .... , :".).... ..I :'.1.', \J ~ . -.......~ > 0 ..... - .... \J ~,\J I NES Camm.: ' 0348'/: I I Drawn By: B.J.V. I I Checked By: H.G.. /./ 01/10/05 / / ~ DESIGNIDEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS z <C ...I c.. w I- - en en w - I- - ...I - l- =>> w C) <C en en <C c.. C IX: ~ C Z - ~ I- <C en w (..) Z w C - en w IX: w :J: 1-' )1,., <( C - IX': wO C)...J <( LL. , CI) "" CI):J: <(U c..<( w C al, 0::0:: ~~ C<( z3: -0:: 3:<( NW o ...J NU THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHAU.. REMAIN THE PROPERlY OF THE ENGINEER, AND SHALL NOT BE HE?ROD1JCI:D. PUBUSHW OR lISED IN }.m WAY WITHOUT THE CONSENT OF THE ENGINE!:R... @COPYRIGHl' 2005 NOT PUBUSHED , .Ja~ 14.2.003, Er.i~~/.k~. COPIES OF THESt PLANS ARE NOT VAUD UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL C5.1 1ida~.X2-1/2.X1/2. 4.x3/8.' ANCHOR STUD GRATE FRAME W/STUD. STEEL FRAME W/2 ANCIIOR STUDS PER SIDE - EQUAL CENTERS. GALVANIZE AfTER fABRICATION 18" PLACE SOD 1/2" BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING --"^-- ~ POSITIVE DRAINAGE 'II^\\VIII\\\VII/\\\\/I/A' '.\-i/^' ~ COMPACTED GROUND EXIST. SURFACE NON TRAFFIC GRATE ELEV. 4.33 TOP OF SKIMMER AT ELEV. 4.5 BOT. ELEV. 3.83 SAW-CUT EXIST. EDGE OF PAVEMENT & BASE I N III W n: ~ W>' #Ii- CONTROL S.~~URE N.T.S. . p NOTE: ALUMINUM BARS @ 6" O.C. NEW SURFACE TOP VIEW ANCHOR ST ANJARD DET AL EXIST. BASE NEW BASE NEW SUBBASE PLACEMENT OF SOD AT PAVEMENT . 10 "- I') I . ~ ~ CAST IRON RETlCULlNE GRATE, TRAFFIC TYPE (H-20 LOADING) W/2 SIDED GRATE SEAT _ a" CONC. WALL 4000 PSI 0 28 DAYS 14 11 012" O.C.E.W. N.T.S. PAVEMENT TRANSITION DETAIL N.T.S. ~ ~ NEW BLDG. FLUSH CURB RAMP DETAIL loxl0 W.W.M. FILL GROUND AROUND BLDG. TO 3" BELOW FIN. FLOOR ELEVATION & SOD MAX. SLOPE 4:1 MIN. SLOPE 2% SIDE VIEW 6" 14 sP~ts @ 2-5/16" ~?.:~$Rs @ 3/16" !I":':~;$'TRAIGHT: 2"x3/16" i;:.wj'~~'v RETlCULlNE: 1 1/4 "x3/16" ;..- i';-~ ,.c""';';'" FDOT INDEX #232 .;e.,. PLACE CONC. SLAB/WALK 4" BELOW FLOOR ELEV. EXCEPT AT DOORS REMAIN FLUSH. EXPANSION JOINT SLOPE AT 1/4" PER FOOT 10: 1 MAX. SLOPE SOD . IX) NOTE: 1. CUT PIPE flUSH w/INSDE FACE OF WAlL 2. MORTAR BOTTOM TO MATCH INVERT OF OUTFAlL PIPE. 6" UNDERDRAIN INV. ELEV. 2.05 8" MASONRY OR APPROVED R.C. PREFAB MITERED END SECTION DETAIL N.T.S. .""! NEW BLDG. INLET DETAIL N.T.S. 18" RCP INV. ELEV. 1.6 GROUND PREPARATION AT ALL BUILDINGS ROOF DRAIN SEE PLAN P/l N.T.S. NOTES: 1. PROVIDE 5'x5'x4. THICK CONC. SLAB o AlL EMERGENCY El<l1S. TOP ELEV. 5.0 NOTE: SOD BOTTOM AND SIDES OF RETENTION AREA W/ SAND GROWN BAHIA GRASS, PROP. RETENTION AREA C~~;~::l-~~;~~ UTILITY (i.e. SANITARY SEWER, WATER SERVICE, FIRE LINE OR STORM DRAIN) BY SITE CONTRACTOR TO 5' FROM BLDG. PLACE SOD 1/2. BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING POSI1NE DRAINAGE (4:1 MAX) MEET EX. 2. CONFORIA TO ABOVE DETAIL FOR PlACING WALJ<S AT THE BLOGS. . "".""...'''''' ."'''~ COMPAClED GROUND GROUT TOP OF HOLE 6' LONG PRECAST CONCRETE WHEEL STOP W /HOLE TO ACCEPT #6 $4 FOR A SNUG FIT 8" FROM EACH END 2-#5 ~ DRIVEN THROUGH WHEEL STOP TO COMPACTED SUBBASE UTY WffiJlN 5. Of BLDG. PLUMBING CONTRACTOR. .CONNECTION BY PlUIABING TOR UNlESS OlHERWISE BY THE G.C. PLACEMENT OF CONCRETE SLAB A T ALL BUILDINGS N.T.S. 4: 1 SIDE SLOPE BOTTOM ELEV. 2.5 NOTE: SAND BASED SOD SIDES & BOTTOM ,"> ,,~Jr""'~~ 2/ .i?.r ,/ ,,~ ~. 'f:r"~ I')'. ,f' P/l SS SEE PLAN UTILITY CONNECTION A T ALL BUILDINGS N.T.S. " J tii ~ . o ~ EB #5936 / ... z ~t 0 00 - I- cov ~ . . ~" I- ~z - ce ~- 0 ~ -t.). ~ ....'^ '^ "'0. Z Cz ~ .. - ce xt I- ~@ LIo . ~x ~v ... COlli ~ ",t- .'" I- ",III Z ~z III ~.. ~ -- ....~ z ~t 0 -. ce III - > Z ..... 0 '" ~ . 11I11\ " !:II\ ::;).... - Z '^'" '" - .. Z t-~ Z ~o. ~ ~- ... t-~ e.. ",0 ... 0. o.LIo Z Z .. ~ ~ei ... ..It- III~ . ~~ ...~ ... v~ - > ....11I - 0... V ~v PAVING NO. 57 ROCK ~RAPPED NER W7AAMOVO 45 45 FILTER FABRIC. NO LI ESTONE ALLOWED. - -', ~"..H' t'{.1 ~'" ..,~. '~e q~~ '\t;~j.\'1' j . . , ~ l~ 1 . ., " \ II, ~I\,f .:,~(:.~~i;:~:;11}:rt:~~~:~~{~;:;'~::~{>I:,i, :~::;:,!'~ '~:... '~:,:.~:.; :)1: I NES Comm.: 0348 I I Drawn By: B.J.V. I I Checked By: H.G. I ~l 2T(/~. J--2'i--.---.--- 1--;) --.---=~-l BASE ~I 'Il]'111 ~ COMPACTED 1 --I ~ SUBBASE 1---1 NOTE: LOCATE WHEEL STOP 2-1/2' FROM EDGE OF PAVEMENT TO CENTER OF WHEEL STOP. SIDEDRAIN FILTER MEDIA REQUIREMENTS: A.) WASHED MATERIAL MEETING FOOT ROAD & BRIDGE SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS OR MIXTURES THEREOF ( LESS THAN 1 PERCENT SILT, CLAY AND ORGANIC MATTER UNLESS FILTER CLOTH IS USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER WITHIN THE FILTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE. B.) UNIFORM COEFFlCIENT 1.5 OR GREATER C.) EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER. RETENTION BASIN DETAIL N.T.S. GROUND TRANSITION AT THE PROPERTY LINE L1MEROCK BASE F.D.O.T. CERTIFIED COMPACTED TO 98% MAX. DENSllY N.T.S. ,I' I'} ~/i ON9:~ITE ~RI(ING & DRIVEWAY SECTION SUBBASE COMPACTED TO 98% MAX. DENSllY CONSTRUCT 114 LF -6" PVC SIDEDRAIN INSIDE #57 COARSE AGGREGATE WRAPPED W/AAMOVO 45/45 FILTER FABRIC. NEW SURFACE (SEE NOTES 1 & 2) WHEEL STOP DETAIL N.T.S. ~:~~Dfiift:f}k ~ SIDEDRAIN DETAIL 1-1/2" lYPE S-3 ASPHALT @ 1/4" PER FT. MIN. EXCEPT AS NOTED N.T.S. l' EXIST. SURFACE '.'3-:::-'-\'\'\\ . \1'~\\=\\li'~-rffi;~i\\\\\ 6" L1MmOCK BASE \1\\= ::::: - - ~ F.D.O.T. CERTIFIED COMPACTED TO 98% MAX. DENSllY SUBBASE STABILIZED 40 L.B.R. COMPAC:LO TO 98% MAX. D MEDIUM BROOM ~ FINISH CONC. WALK r FINISH GRADE TO 1" BELOW EDGE OF WALK 2' lEVEl 2' lEVEl I SIIOULD~ VARIES (SEE PLAN) I SHOULDER I SOD I SLOPE 1/4" PER FOOTI I SOD 1111~llli?-'~~':" 14'; ':. '::'dl;~inf~III=1I1 ~ COMPACTED FILL OR UNDISTURBED SOIL WATER MAIN & SANITARY SEWER CLEARANCES N.T.S. REPAIR OF PAVEMENT NOTES: 1, ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY SAWED AND ALL SURFACES TACK COATED. 2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND THICKNESS; WITH MIN. OF 1-1/2" ASPHALT F.D.O.T. lYPE S-3. J BASE MATERIAL SHALL BE PLACED IN 6" COMPACTED LAYERS . TO 98% OF MAXIMUM DENSllY AS DETERMINED BY AASHTO T-18o LAB REPORTS ARE REQUIRED. " 4 BACKFilL FOR TRENCH SHALL BE PLACED IN 12 COMPACTED . LAYERS TO 100% OF MAXIMUM DENSllY AS DETERMINED BY AASHTO T -99, LAB REPORTS ARE REQUIRED. GRADE WATER MAIN 0 STORM DRAIN 18" MIN. VERTICAl CLEARANCE I - - - 6]=SAiCSEYi. GRADE . :Z ~~~~~'~w~'~~~~ I g ~ WATER t.lAlN OR STORM DRAIN DJ.P. IS USED IN PlACE OF P.V.C. FOR A MIN. OF 10' EACH WAY t- FROM II OF WATER IAAlN WHEN THE VERTICAL CLEARANCE BETWEEN I WATER '" SEWER IoWNS IS 18" OR lESS. 18" OR MORE VERTICAl CL I -~~~##~ P.V.C. OR V.C.P. '''ATe-. SAN. SEWER GRAVITY MAIN ~ CONCRETE ENCASEMENT OF SANITARY SEWER GRAVllY MAIN IS NOT PERMITTED. IN R.O.W. & DRIVEWAY S N.T.S. ~. n / ~/\ -lrone V~~~e Connection 2-1 /2" D.I:~l\.. 52 /- 4" x 2-1/2"ducer \~ 01/08/03 Descri tion PER CITY PER CITY REPAIR OF PAVEMENT CUTS N.T.S. NOTE: PROVIDE 1/4" CONTROL JOINTS @ 4'O.C., 5' O.C., 8' O.C., OR 12' O.C. & 1/2" BITUMINOUS EXPANSION JOINTS @ 40' D.C. FOR 4' SIDEWALKS, 50' D.C. FOR 5' OR GREATER. l&1 DESIGNIDEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS c x .- 0 ~~ WHEN SIDEWALK IS TO BE REMOVED &/OR NEW SIDEWALK IS TO BE ADDED, IT IS TO BE REMOVED TO THE NEAREST EXPANSION JOINT GRADE ~ . . <O~ ~WATER IoWN 1"):::< t- 10' MIN. HORIZONTAL CLEARAN:;$-E I STORM SEWER + OR SAN. SEWER GRAVITY MAIN ala I I NN (/) .-1 - <C I- w C w I- - (/) -I - > - (.) FINISH GRADE TO 1" BELOW EDGE OF WALK MEDIUM BROOM FINISH CONC. WALK EXPANSION JOINT 1-1/2" RADIUS VERTICAL CURB PAVING CONCRETE WALK DET AIL N.T.S. VERTICAL CLEARANCE HORIZONTAL CLEARANCE 18"x 18"x6" THIC CONCRETE PAD / 3000 psi CONCRETE RESTRAINED JO 4" D.1. M.J. 45. BEND Thrust Restraint (Typ) Per City of Clw. 1ndex 4"FIRE LI E 4"FIRE LINE b-90 2'-6" Min, 0.1. CL. 52 '--- . ~ ~Q Thrust Restraint lTyp) Ebba .1500 Senes Typ. Per City of Clw. 1ndex No. 403 Per City of Clw. In ex o. 403 BASE COMPACTED SUBBASE NOTE: PROVIDE 1/4" CONTROL JOINTS @ 4'O.C., 5' O.C., 8' D.C., OR 12' D.C. & 1/2" BITUMINOUS EXPANSION JOINTS @ 40' D.C. FOR 4' SIDEWALKS, 50' D.C. FOR 5' OR GREATER. CURB/W ALK DETAIL FIRE DEPARTMENT CONNECTION NEAR SEAWALL TOOLED GROOVES 3/8" WIDE, 3/8" DEEP, 3" O.C. TO BE MADE AT INITIAL POURING N.T.S. N.T.S. FIRE DEPT. PU l ER CONNECTION NTS 1-1/2"R EACH PARKING SPACE SHALL BE CONSPICUOUSLY STRIPED IN BLUE AND WHITE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE- GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILLllY AND THE CAPTION "PARKING BY DISABLED PERMIT ONLY". SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED & MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION AND A.DA 1/2" WIDE WHITE BORDER AND SYMBOL o o GALVANIZED METAL SIGN POST WITH 3/8" HOLES DRILLED ON 1" CENTERS alGN fJPECFlCA T1ON8 1. 18"x12" LOGO SIGN 2. 2 SIGN COMBINATION REFLECTIVE SHEETING 3. LETTERS TO BE 1" HIGH SERIES "C" 4. SIGN TO BE MADE OF ALUMINUM 5. POST TO BE MADE OF GALVANIZED STEEL (SEE DETAIL) 6. SIGN^GE PER A.DA REQUIREMENTS t-. . (() o pARKtJG BY DISABLED PERMT OM.. Y 1 "DROP o 8 8 o o o o o 8 g o I i I r!;..:.:.-, WHITE BACKGROUND 1" SERIES "C" LETTERS 1/2" BLACK BORDER 1.5" 1 " 1 " 1" 1.5" FINISHED GROUND~ wl\,jl\,'....,,u~,~l' II rn~ N.T.S. 3000 PSI CONC. $255 FIE _ F.S. 318.14 _ WHITE . BACKGROUND 10 · a .q-~ N Q, o U fi fr I I 10 !1 ~~[ ILl {' ~ ,......", 6" 6" ~iD~ -~L- ""'. HANDICAP RAMP DET AIL N.T.S. 'il, I.',' SYMBOL SHALL BE 5 FT. HIGH & WHITE PAINT COLOR TIllS DRAWING IS AN INSTRUMENT OF SERVICE AND SHAll REI.WN THE PROPERTY OF TIlE ENGINEER AND SHAll. NOT BE REPRODUCED, PUBLISHED OR USED IN A.'ff WAY W1TIlOUT THE CONSENT OF THE ENGINEER. @COPYHlGHT 200-4- NOT PUBLISHED 3" 6" 3 F1P - 66 HANDICAPPED PAVEMENT SYMBOL N.T.S. HANDICAP PARf<ING SIGN DETAIL N.T.S. ~ '^- A. t:2LJ)l1'AY 2 3 2005 ' RAM A.GOEL, P~--rE., #47431 . COPIES OF TI-IESE PlANS ARE NOr VALID UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL I-i;lf-~'--"-----" i f;~ 17\,'1 c .'.,. ." .. ...'. [..-;;;...."'.i:....";;"..,,~"..._,,...,,...., \. ,. it, : I ( H ", i:; I'JI" , _.,...._"'.."J'm.r~'. , PLANNH'>A(.} ',~~. 1;.Jf-,.~:' ""~''\ q ,...; SIGN POST DETAIL N.T.S. HANDICAP PARI<ING STRIPING DETAIL N.T.S. w (.!) <C U) U) <C C- O ~ ~ C Z - ;: I- <e 0 <C - ~ (/) wO C!)..J W <eLL. (.) CI) .. CI)::J: Z <e(.) c..<e W OW C tx:CO - <etx: (/) 3:~ W o<c ~ 2:~ W 3:<c NW :r: (:) ..J I- N(.) C6.1 -_.--.---_._~---_._----_._---~- _.~_.~--_..- .---_.._-------_..._"_._-~------------ a~ L~I{E U-'/L .'/L ANtl .~ r~X:5/8"- ~~SnID GMTE FRAI.IE W /STUD. STffi FIW.IE W/2 ANCHOR STUDS PER SIDE - EQUAL CENTERS. GALVANIZE AFTER FABRICATION NON TRAFFIC GRATE EU~V. 4.33 EXIST. BASE NEW BASE NEW SUBBASE EXIST. SURFACE TOP OF SKIMMER AT ELEV. 4.5 BOT. ELEV. 3.83 PLACE SOD 1/2. BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING ~,-- POSITIVE DRAINAGE f//^\\VI/A\\V//^\\\/I/N'\'//^,:" \ ~ COMPACTED GROUND SAW-CUT EXIST. EDGE OF PAVEMENT & BASE 1_ \il en- -~ -- a en w ~ 6. UNDERDRAIN INV. ELEV. 2.05 NEW SURFACE NOTE: ALUMINUM BARS @ 6. D.C. TOP VIEW ANCHOR STAN>ARD DETAL PLACEMENT OF SOD AT PAVEMENT N.T.S. PAVEMENT TRANSITION DETAIL N.T.S. CAST IRON RETlCULlNE GRATE, TRAFFIC TYPE (H-20 LOADING) W/2 SIDED GRATE SEAT 8" CONC. WALL 4000 PSI 0 28 DAYS 64 t4 012" O.C.E.W. NEW BLDG. . .... .... 1 Ox1 0 W.W.M. , . .. . ;. . ~ . '. - - ,.. RLL GROUND AROUND BLDG. TO 3. BELOW FIN. FLOOR ELEVATION & SOD MAX. SLOPE 4:1 MIN. SLOPE 2% 14 SPACES @ 2-5/16. 15 BARS @ 3/16. STRAIGHT: 2.x3/16. RETICULlNE: 1 1/4.x3/16. FDOT INDEX #232 NEW BLDG, PLACE CONC. SLAB/WALK 4" BELOW FLOOR ELEV. EXCEPT AT DOORS REMAIN fLUSH. EXPANSION JOINT SLOPE AT 1/4. PER FOOT 1 0: 1 MAX. SLOPE SOD 18. RCP INY. ELEV. 1.6 / ~ 8. MASONRY OR APPROVED R.C. PREfAB ~ SIDE VIEW NOTES: 1. PROVIDE 5'x5'x4" THICK CONC. SLAB o All Et.IERGENC'( EXITS. 2. CONFORI.l TO ABOVE DETAIL FOR PLACING WAU<S AT THE BlOGS. NOTE: 1. CUT PIPE FlUSH w/INSDE FACE OF WALL 2. MORTAR BOTTOM TO MATCH INVERT OF OUTFALL PIPE. . co MITERED END SECTION DETAIL N.T.S. "-r . J" . INLET DETAIL N.T.S. ROOF DRAIN GROUND PREPARATION AT ALL BUILDINGS N.T.S. fUTILITY (J.e. SANITARY SEWER, WATER SERVICE, FIRE LINE OR STORM DRAIN) BY SITE CONTRACTOR TO 5' FROM BLDG. ~~ NOTE: SOD BOTTOM AND SIDES OF RETENTION AREA W/ SAND GROWN BAHIA GRASS, RN. GROUND .."! . . I . SEE PlAN pll CONTROL STRUCTURE N.T.S. ".,:' TOP ELEV. 5.0 PROP. RETENTION AREA ED #5936 PLACE SOD 1/2" BELOW PAVEMENT AN. GRADE PRIOR TO SODDING POSITIVE DRAINAGE (4: 1 UAX) MEET EX. PLACEMENT OF CONCRETE SLAB A T ALL BUILDINGS N.T.S. ~ '" ,,,",, v/I"'\' i'~ COUPACTED GROUND lffiUTY WITHIN 5' OF BlDG. BY PWMBING coNTRACTOR. ANAL CONNECTION BY PLUMBING CONTRACTOR UNLESS OTHERWISE COORDINATED BY THE G.C. GROUT TOP OF HOLE 6' LONG PRECAST CONCRETE WHEEL STOP W/HOLE TO ACCEPT #6 r;I FOR A SNUG FIT 8" fROM EACH END / 2-#5 r;I DRIVEN THROUGH WHEEL STOP TO COMPACTED SUBBASE 5-1/2. PAVING SS 4:1 SIDE SLOPE BOTTOM ELEV. 2.5 NOTE: SAND BASED SOD SIDES & BOlTOM 7-1/2. : :'. ';":l>.~\ ',~ '".~'.I -:; < P/L SEE PlAN . o .... UTILITY CONNECTION AT ALL BUILDINGS N.T.S. I NES Comm.: 0348 I I Drawn By: B,J.V. I I Checked By: H.G. I PLACE SOD 1/2" BROW PAVEMENT AN. GRADE PRIOR TO SODDING POSITIVE DRAINAGE (4:1 UAX) MEET EX. ,., .~.' '.1 '.. ..'.' . .T. @ 2.5 ASPHALT 0 1/4. PER fT. MIN. EXCEPT AS NOTED NO 57 ROCK ~RAPPED NER W7AAMOVO 45 45 fiLTER FABRIC. NO LI ESTONE ALLOWED. SUBBASE COMPACTED TO 98% MAX. DENSI1Y ~.., '. l \ . , ........ . _L__.__~___ _.- , ~ :1:'1 1<// }.. (' t\.. I./. /"'!:'i.t-::~_ J'f:'kl'l{t"/ / -tl)"i.~/"r" 1 .." , I -, .".-, , -: -= =III=I~ = -II F :111- -I - - - j--j SIDEDRAIN FILTER MEDIA REQUIREMENTS: A.) WASHED MATERIAL MEETING fOOT ROAD & BRIDGE SPECifiCATIONS FOR SILICA SAND AND QUARTZ GRAVELS OR MIXTURES THEREOF ( LESS THAN 1 PERCENT SILT, CLAY AND ORGANIC MATTER UNLESS fiLTER CLOTH IS USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MAlTER WITHIN THE fiLTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE. B.) UNIFORM COEFfiCIENT 1.5 OR GREATER < C.) EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER. COMPACTED GROUND BASE GROUND TRANSITION AT THE PROPERTY LINE lIMEROCK BASE F.D.O.T. CERTIFIED COMPACTED TO 98% MAX. DENSI1Y RETENTION BASIN DET AIL N.T.S. COMPACTED SUBBASE NOTE: LOCATE WHEEL STOP 2-1/2' FROM EDGE OF PAVEMENT TO CENTER OF WHEEL STOP. N.T.S. CONSTRUCT 114 LF-6" PVC SIDEDRAIN INSIDE #57 COARSE AGGREGATE WRAPPED W/AAMOVO 45/45 FILTER FABRIC. ON SITE PARKING & DRIVEWAY SECTION SIDEDRAIN DETAIL NEW ~URfACE (SEE NOTES 1 & 2) WHEEL STOP DETAIL N.T.S. N.T.S. N.T.S. 1-1/2. lYPE S-3 ASPHALT @ 1/4" PER FT. MIN. EXCEPT AS NOTED -* . .- ;~~B~~ ~~~~~~~t l' EXIST. SURFACE ::::\\\\._. \ -=\\\\-\\\\ .\\\[= \ 6. L1MEROCK BASE 1\11:::: :::: - ~ F.D.O.T. CERTIFIED COMPACTED TO 98% MAX. DENSI1Y SUBBASE STABILIZED 40 L.B.R. COMPACTED TO 98% MAX. DENSI1Y 18" MIN. VERTICAL CLEARANCE I - - - 6]=sAN.SEW. (~RADE . Z ~~~~ ...Il~~~" I g ~ WATER UAlN OR STORM DRAIN'" DJ.P. IS USED IN PlACE OF P.V.C. " FOR A UIN. OF 10' EACH WAY + FROU Cl OF WATER UAlN WHEN TIlE VERTICAL ClEARANCE BEtWEEN -r- WATER '" SEWER UAlNS IS 18" OR tESS. 18" OR t.lOjE VERTICAL CL I ~~~///h~~~~~R~~ P.V.C. OR V.C.P. UnTI:'. SAN. SEWER CRAVlTY UAlN ~ CONCRETE ENCASEMENT OF SANITARY SEWER GRAVllY MAIN IS NOT PERMIlTED. / MEDIUM BROOM ~ fiNISH CONC. WALK r FINISH GRADE TO 1" BELOW EDGE Of WALK 2' LEVEL I ~OULDER I SOD GRADE WATER MAIN R STORM DRAIN VARIES I REPAIR OF PAVEMENT NOTES: 1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY SAWED AND ALL SURFACES TACK COATED. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND THICKNESS; WITH MIN. OF 1-1/2. ASPHALT F.D.O.T. lYPE S-3. BASE MATERIAL SHALL BE PLACED IN 6. COMPACTED LAYERS TO 98% OF MAXIMUM DENSllY AS DETERMINED BY AASHTO T-180 LAB REPORTS ARE REQUIRED. 4 BACKFILL fOR TRENCH SHALL BE PLACED IN 12. COMPACTED . LAYERS TO 100% OF MAXIMUM DENSllY AS DETERMINED BY AASHTO T-99, LAB REPORTS ARE REQUIRED. 2' LEVEL SHOULDER VARIES (SEE PLAN) I' SOD -\ SLOPE 1/4. PER fOOT 1111= IIII ,f,i~;"I~....t..- IN R.O.W. & DRIVEWAY SECTION z ~~ 0 00 - I- co'" ~ . . ~" I- 'lltZ ~ 'lit- O ~ -~ ~ "\1\ \1\ 1'40 Z !::Z ~ .. - ~ x~ I- ~@) u. . ~x: ~'" - COW ~ 1'41- .\1\ I- MW Z 'lltZ UI 'lit.. ~ -- ".( Z ~~ 0 - . ~ l01I - > Z UI 0 M ~ . UlU\ " CU\ =>" Z \l\M M - .. Z I-~ Z ~o ~ ~- - I-~ D. \1\0 - 0 ou. Z Z .. ~ .(ffi - -I- 101I.( . ~~ -~ - "'.( - > '-11I - 0... V ~'" . 01/08/03 Descri tion PER CllY PER CllY ~ 2 1/2" Brass Valve / W/1-1/2" Fire Hose Connection ~ DESIGNIDEVElOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS N.T.S. WATER MAIN & SANITARY SEWER CLEARANCES N.T.S. GRADE ~- . . 1O~ ~rWA1ER UAlN I')::l: + 10' MIN. HORIZONTAL ClEARAN:;$-E I STORM SEWER + OR SAN. SEWER GRAVIlY MAIN ~ 2-1/2" 0.1. CL. 52 ~ 4" x 2-1/2" Reducer c x ._ 0 ~~ om I I NN REPAIR OF PAVEMENT CUTS N.T.S. NOTE: PROVIDE 1/4. CONTROL JOINTS C 4'O.C., 5' O.C., 8' O.C., OR 12' D.C. & 1/2. BITUMINOUS EXPANSION JOINTS C 40' O.C. FOR 4' SIDEWALKS, 50' D.C. FOR 5' OR GREATER. WHEN SIDEWALK IS TO BE REMOVED &/OR NEW SIDEWALK IS TO BE ADDED, IT IS TO BE REMOVED TO THE NEAREST EXPANSION JOINT 18"x18"x6" THICK CONCRETE PAD RNISH GRADE TO 1" BELOW EDGE OF WALK MEDIUM BROOM FINISH CONC. WALK EXPANSION JOINT 1-1/2. RADIUS VERTICAL CURB PAVING 4" PVC DR 14 -<1 FROM STREET FIRE DEPT. PUMPER CONNECTION 6" CONC W 6x6 W.W.F. FINISHED GRADE : .. .- . ~~ 7 ~ FIRE DEPARTMENT CONNECTION NEAR SEAWALL BASE 6" Thrust Restraint (Typ) Per City of Clw. 1ndex No. 403 4"FIRE LIt-- E 4 "FIRE LINE ::JItVC :-9( 0 2'-6" Min. 0.1. CL. 52 '- . ~T ~d Thrust Restraint (Typ) Ebba .1500 Senes yp. Per City of Clw. 1ndex No. 403 Per city of Clw. In ex o. 403 HORIZONTAL CLEARANCE VERTICAL CLEARANCE CONCRETE WALK DETAIL N.T.S. COMPACTED SUBBASE NOTE: PROVIDE 1/4. CONTROL JOINTS @ 4'O.C., 5' D.C., 8' O.C., OR 12' D.C. & 1/2. BITUMINOUS EXPANSION JOINTS @ 40' O.C. FOR 4' SIDEWALKS, 50' D.C. FOR 5' OR GREATER. CURB/W ALK DETAIL RESTRAINED JOINT 4" 0.1. M.J. 45< BEND llil=lUF.rnl" li1~Itiirmill!TTITlllil . ~11II==1I11==1I11==1I11= II jlllTIlii"lmii}llHrmllliiii~Wr 1--III~IIIr---lllr' -IIIF~II" I ",,-'l1T'"I-'::::-IIII=1111--' 3000 psi CONCRETE TOOLED GROOVES 3/8" WIDE, 3/8" DEEP, 3" O.C. TO BE MADE AT INITIAL POURING PER FOOT INDEX 304 N.T.S. Uj --I - <t I- w C w I- - (J) --I - > .- U FIRE DEPT. PUMPER CONNECTION CURB N.T.S. NTS 1-1/2.R -.... - ...... ClLY ::2: <( <:0 N ;,f '-R ..- ..- to o o N -- "<t ..- -- CD C> ~ q C/) ...l ~ W o -- <:0 "<t ('I) o -- en 1) (J) .e 0.. o <( o o ..... :;) <( ('I) o o ~ N aMI FIE ,.a. _it CURB BLUE BACKGROUND 1/2- WIDE WHITE BORDER AND SYMBOL EACH PARKING SPACE SHALL BE CONSPICUOUSLY STRIPED IN BLUE AND WHITE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE- GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILLIlY AND THE CAPTION "PARKING BY DISABLED PERMIT ONLY". SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED & MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION AND A.D.A. o o o o o o o o o g o o o o o o o o o o o o o o o o o . 8 , I g II 18 GALVANIZED METAL SIGN POST WITH 3/8. HOLES DRILLED ON 1" CENTERS j.... FLUSH CURB RAMP DETAIL N.T.S. SIGN 8PECFlCA~ 1. 18.x12. LOGO SIGN 2. 2 SIGN COMBINATION REFLECTIVE SHEETING 3. LETTERS TO BE 1" HIGH SERIES .C. 4. SIGN TO BE MADE OF ALUMINUM 5. POST TO BE MADE OF GALVANIZED STEEL (SEE DETAIL) 6. SIGNAGE PER A.D.A. REQUIREMENTS 12. - . 00 PARKtIG BY DISABLED PERt.IT ON.. Y fiNISHED GROUND~ ~rJlfoj1fJ~~""-" WHITE BACKGROUND 1. SERIES .C. LETTERS 1/2" BLACK BORDER 1.5. 1. 1. 1. 1.5. 1 "DROP 3000 PSI CONC. $255 FtJE - F.S. 318.14 HANDICAP RAMP DETAIL N.T.S. WHITE . BACKGROUND CD THIS DRAWING IS AN INSTRUMEI'.10f SERViCE ANi) SJ-L6J1' REUAlN THE PROPERlY OF THE ENGINEER, AND SHAU. NOT BE Rfl"RODUCEU. foUB'JSIi?:D OR. USED IN Am WAY WITHOUT THE CONSENT OF THE ENClNEER. ... @COPYRIGI-IT 2004 NOT PUBLISHED . ... .~. JtJN 142001 ~~.~ A~; ~.. RAM A. GOEL, Ph.C.,P,E., #47431 COPIES OF THESE .PLANS. ARE NOT VALID UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL SYMBOL SHALL BE 5 FT. HIGH & WHITE PAINT COLOR 3' 6" 3" FIP - 66 HANDICAP PARKING SIGN DETAIL N.T.S. HANDICAPPED PAVEMENT SYMBOL N.T.S. SIGN POST DETAIL N.T.S. HANDICAP PARKING N.T.S. STRIPING DETAIL w C) <C Uj Uj <t 0- C c:: <C 3: c z - 3: ~ <1: 0 - 0::: U) wO C)..J W <1:U- U (/) .. (/):E: Z <1:(.) 0.<1: W OW C 0:: CO - <1:0:: Uj 3:~ W 0<1: ~ ~~ W 3:<1: ("oo.IW ::J: 0...1 I- ("00.1(.) C6. 1" 'V/ . /V'^'~> " ".:f-" :f-~, "'''</,('(/~-''<~,~.//'7/' 0l ~ < . ':i<<:('. /. :;<v., ~ ..~.I'~I:i< /~~k~ '~~; ;/ <<:0~ 'l:/.; ~' ~~ ,w,< ~~ II . y'... ~ Eclipse No. S5-B~ .' ~ Blow-Off Assy. Including Lockable Cast Iron Box 'Wa ter Main ~ 2' Brass T ~ .l!( Restalner PIU/ Per DetaR N~ 403 7&Cleanout Plug ~ ~' Conct'ete Po.d 4' Thlc::k x 1'-6' Sq. q 6' or 8'- 1/8 8end-;{J Plug (See Note) A I Sewer Main ~ CLEANDUT DET AIL N.T.S. ~2' Bruss Bend REV. CITY OF CLEARIJATER, FLORIDA ENGINEERING DEPARTMENT llE~v"1 n OIJr?rl92 Oll:DClll n BLOIJOFF ~O' 10. DETAIL ..u.. I IF I DATE IlESCRJP1JIIj N"P. N'PRJJVE]I IY G.C.H. . C\J ""- L I ' 9 5/S' -, W/////~ I , 10 5/S' ---;-I r- 9 7/8' ---II r-\/I r f LEZ: I V-r: I 1- 8' I- 13 112' CLEANDUT PLUG DET AIL N.T.S. - ..nT-= ('leo.no .1. to -....... ~ ~~..~ndry V o~qual. - - / - ...... REV. I ~ ..I!' '"...~ 1/'''' JoY-t, ~ CJ'3. TronolUon Nom.l\'InV"...,Iy, If ,#' ...... d> vr Sid. SI.,.,.. Roau1ro. '?G~ ~-r~:" ~ ~I A <I- II' A Back of Curb ~ --..j ::':t~..:'= ll"'1re- : \ / ~ Prooertv / R.O.W. Une ~ ~ Cone. Sidewalk ~ B :i DATE CITY OF CLEARIJATER, FLORIDA ., ENGINEERING DEPARTMENT ~~n STANDARD ~f;r fXI<EIl n CLEAN OUT INIIEX ItI \'-J." (Sanitary) 304/ T .c.J. I JIIlr.. IlESCRIPTIIJI N'P. Remove Curb If ExlstlnQ I B I PLAN VIEW I .~ ~ '0 Remove Back of Curb on State or Vertical Curbs with a vertlcol Saw cut ::li::li Cl- or Remove entire Curb ond Replace as Part of Sidewalk Ramp. ~ N ~ \1 Modified and Volley Gutter Curbs I join exist back of curb 1/, 12" __Textured Surface ~f;.' \11: 1"r:::==- Max Slape ~_ f-:::-~-::;;.~ ~~ .. . '. ~,.'.. .-.' -':.;"1 ;?}Z,:~,-~~: '~~P'~~~i~: ~~I~: '.' \ ~:e~o;ln~a a~n8awcut I SECTION A-A I ~ 1. Provide tooled joint. at dl.tanceo motch"g tho width. Aloo pia.. """onolan Jo.,t. at drlvewoye. 2. If oom. phywlcd cbltruetlon exlll. which prewnu. tho placing of Ild.wolkl o. ohown, conloet tho Engln_lng OMllon 1..- alternot. location. 3. WoocIon and other IpOCOf'1I wll not be permitted ., oI_ka ..- drIwwoye. -4. No cooUog. of any kind wll be pormllted on concnlt. IId.wolkl ..- dr.....woyw wlthoot opecJfte opprovol of tho CIty Engln_. !I. All cona-ot. ohall be 3000 pol m!n. 0 2lI do)ll. with /Iber moth ro.,lon:Ing. O. Concrot. ourlo.. to b. IIghI broom ftnloh. 7. Concnltl drlvewoy conllruetlon oholl b. O. thick w 8x6/lOxl0 welded wire moth re.,forcement. I REV. Exist Conc Drive E-e ,ga It 4' Mln Residential Street l' City R~ 5' Min Arterial Street 2' County Il, ul 1/4" per Foot t-\:...':t'"' ;....,.-..~..:#':.:..~... "--1 Back of Curb 3000 psi conc 4" thick. Constr. 6" thick al driveways wilh 6x6 110 welded wire mesh. See note 7. SECTION B-B 8. Romp. 011011 ha"" 0 taclD. ourloce, textured to 0 dopth not ox~lng 1/8" by UI. 01 tomp ..- roller ., conformon.. with roqulremenu. of FOOT Roadway and Trufflc Oeolgn Stondorda, O.toR 304 ..- moot recent modlflcollon.. I - - - 4/0/02 1/15 11/13 DAn: CITY or ClEARWATER flORIDA PUBUC WORKS AOt.AINISTRATION ENGINEERING nPlCAL SIDEWALK CONSTRUCTION AND RAMP DETAIL -- -- R.Cl. ~TBY .~T! IIv3 IHOEX NO. 109 IOf3 rnoc:tn.d .... out JIIR Olm<m BY T.C.J. N'P. ~~ BY IlESCM'lION - - M .: F F. ~ - FIre Hydrant AsseMbly <Typ.) -$ Distance Vo.rles lS' Min. 24' Max. I' /va.lve ljffj>>{( Box I i= v>V//~~ I '!2'{,/ ..<<"YUY/ I /~7/'" '-"{>: = ~ Connecting Piece w/lntegra.lly,1 cast Mech. Joint Gland on ~ one End- D.I. Roto. to.ble Mech. Joint Glo.nd on Other End. I Mech. '- ~JUL Joint Valve J. ... ONL Y APPROVED '\ Kennedy Guardian No. K-81A Muller Centurlo.n No. A-423 U.S. Pipe Metropollto.n ~~ /valve ;;~~. .'(, )~f.:. '/,').,. ,~",/,,/ Box c ~ . ..0 I ru To.pplng Sleeve &. Vo.lve By City, Fee by wner or Contractor -tj JUC - '-Restraining Joint <Typ.) NOTES. 1. All Fire Hydrants to ho.ve 5 1/4' Valve Seo.t. 2. See Index It 407 for Jack &. Bore Details. REV. -. xlst. 'Wo. ter I~aln B.V.n. IHOCIJl n ER, FLORIDA DEPARTI1ENT T --V;if- ~liill'd~ Jllnnt ....1 ....3Q__~_ 4 IF4 DATE CITY OF CLEA ENGINEERING TYPICAL H SETTIN PPING SLEEVE &.. BY CITY IIDCllII'T1!Il _. ........",.. r See Index No. 301 l~r:,<1~4 l.yers of brick - - Remove Curb If Existing ~: Exist Conc Drive I Max Slope ~1. I 1 1/ 14~/2_ Exp. Jalnt/ l::-:!.:~:-:ZJ1 r--'f;:.:.t~;.~.~~. ~1/2" Exp. Joint TYPICAL DRIVEWAY CROSS SECTION Approved bo.rrel Joint seo.ls o.re "O-Rings" and "RaM-Necks". Two continuous rings at all Joints. // 3 S' Brick Poured t ~~ _~T' ~~{ _ ~~J .---. --~-l ~:-:. ~=l \ ~-__"-.__l>. ..uK.~ ::~~~~:::-:1__';';" F-~ ~~ EncaseMent --.--------.~.. - ~~-~ I ::.~.:.:~:.:.:~:-j:.:. ~;:~ - --I Grout flow Cho.nnel--.l 4' Min. 2' I ft Min. NOTES 1. Preco.st Mo.nhole drop Mo.y be approved by City Engineer. Shop dro.wlng SUbMltto.l required. 2. Drop required when 2' or over. 3. MQnholes shQU hQve Qn Interior Qnd exterior cOQtlng of Qt leQst 15 Mils dry thickness PRDLD EP214-3S1 Epoxl-MQstlc or Koppers bltuMQstlc black solution 300M. REV. --"0'" ~. , NOm WIn... ani 11 /01' .....,.~.V" ;r TronolUon SId. SlOOH-R....l'.... ,?G ~-S.J>:P .k I:!~~ ~*' r1T /'" -- / A <I- If! AI Back of Curb I :Il(t '-- . I' Non-oIlp ...rfoco """,Ire- 9h, ---.l ment.. Me Note 8. /~ / I ~ 11 ~ :i 1~3 \ / Propertv / R.O.W. line "'\ Cone. Sidewalk I ~-e ol:6 .51lo ::li::i Cl- "-- __ 0 ni~ --==- _/r. r:.:~5~ PLAN VIEW .L.._~' Back of Curb on State or Vertical Curbs with a vertical Saw cut ~ove entire Curb and Replace as Part of Sidewalk Romp. III '\ Madifled and Valley Gutter Curbe join exist back of curb / 12- .G Textured Surface 1" c::::=-- Max Slope ......, . -- .'" .... -t~,. ... . - .' .... .. .,. \ r-:!'.~', .,. ....-... '. . Remove to an :'--...1/2" Expansion Joint even joint or sawcut : "'~~;'~'i' 'When bo.se Is S'. l' 'When road~~~~~bo.se Is 6" x 3'-0" , all other co.ses"~~i~}.'I. I See Index No. 301 A~:"~e~~:~~ \A I]~'i\ /' I I ..., ! I <.., 4'5~~"R=.~~::t /c;;;'%7v};;{~ '0-~ \ 8' stub ~ ~j!.!li ~ 61-.' I t/4' pO' F~t ----I ~."A~:' Grout / ~ -4 t..r.:- ~:l'-,,'-:-."':."~' "'::-r;-l , ~~O~i~~l a~o~~I~:a~C~ithconstr. ( ~,. Required 6' Concrete B'./ 4'-0' 3 Rods · 12' 6x6 110 Welded WIre Mesh. ;11: l::' Sauo.re BOttOM See Note 7. , PLAN PerMitted ~ Concentric cone (Flat cover on shallow Manholes 0' to 4' depth) ~ [\. I I Steel reinforceMent - 5' Min. wall thickness type II o.c1d resistant cer\ent 4000 p.s.l. ~ ~ Grout fill opening with 1 /" . non-shrink Mortar ~ "- \ '\.- 2' Joint In pipe entry ~ <Typlco.l> P.V.C. pipe requires Manhole adapter coupling by Flo Control, Inc., or o.pproved wa ter stop coupling. CITY OF CLEARIJATER, FLORIDA ENGINEERING DEPARHIENT DATE I",,=, IV anxEII n 1I..1S. _. ~~n PRECAST SANITARY MANHOLE DET AIL OUTSIDE DROP M1E .m II/1llJCIII. 302 2 IF/ lIEStllII'lJlIl 1"~ Max Slope ,,L f~- ( Back of Curb SECTION B-B 8. Ramp. Sholl HOWl Q Toetl. SurlOCll, Textured to 0 Oopth Not Exceeding 1/8. by UN of Tomp ..- roll.. In Conformance with Requirement. of roOT Roadway and Trafl1e Oeolgn Stondorda, Ottol 304 Or Moot Recent ModlftcoUon.. 2 1/95 .-.. ..... 1 11/93 nocIt1ool oriI .... REV . DATE IIESCRII'TIIJI , CITY OF C '. A TER, FLORIDA I ENGINEERING.~I ". DEPARlItE~\ ~~ n CAL SIDEIJALK ~~~E IHOCIJl n TRUCTION AND IiMX iiL ~ .Ml 1.c.J.. RAMP DETAIL -1!!L- N'P. ~~..: 101-' 3 I ;~ " "'::\:;~ ~ ENGI~~~R~N~LEAR~A TER, D~~:~D;~~~ ~ ~ 11/071" ,,~, OfXl<Ell n SANIT ARY SEIJER INIlO III. HE V.J.: n LAMP HOLE DETAIL ::E T.c.J. I IF I I&~W;~};.}?~'~~h~~t;'"J:'41'~~i1~\;'1 / ~Inlsh To Existing SurfQce ~Ith PC III Asphaltic Concrete -16"1- / / /'l / / / / / / / / / A'",''lf,;!l\,~l~", J' . J '" ..1...., ...,f... ",. . ~ ". .~. Dr-lgl':lll\ PQvlng . . \ ~ Original lJo..se ...... .~<(<<:Z<0'0Y"~V'" , //)T.' ,\,-- . ?y1'<'^'-'90'-' , .~~~~' ':$/~~' ::t.f. oMPQcted Base - Thickness of Original + 2" MiniMUM Thickness 8" -16"1- V"<V^V-<<~<<<'''<~%y:' . '" . <~~~.' .~--;' >,;, . ,,- 12" 12" NOTES COMpacted BQckfll1 ~U dl t ... d .v<:> X I ""'---I n S ur...e .~rJ ~, t ~ a ~ '" ~ ' :0 ~~. gv Y-?i,,;.<-, '/F/~ <<<<~>>5).,~~~~S~ Trench Side 1 Trench backfilled In 9" cOMpacted layers. Density taken every 300 ft. 2 Base May be replaced with Asphaltic Concrete with pr'lor approval of City Engineer. 3 On longitudinal Installation requiring resurfQclng full width of paveMent, finish bQse to Match existing paveMent surface and priMe. Then resurface as directed by the City Engineer. REV. DATE CITY OF CLEARIJATER, FLORIDA ENGINEERING DEPARTMENT 1lE~~ n STREET REPLACEMENT -t'~ OfXl<Ell n FOR UTILITY AND INIlEJ( III. GLB. DRAINAGE CUTS 1lJ:l _. ~n IIFI IlESCRIPTIIJI 'Yil' ct.. R/'W I I Varies FInish grade to o.llow 0.4' MIn., 1.0' Max. full frOM property line to "''-'\-." VI \-...., ""\ _ 18' Min. /- 24' Max. I ..... ~ - - ~ ~ y ~~ T~~ Y CTlON t. NnTE. All 10. teral o.pr,lI::Qved ~xtenCl easeMent 1'10. terlo.ls, Including eo.nout ho.rdware, are to t RI r to e line 0. note REV. DATE IlESCRlI'TIIlN " -'"'\/1- " III X Q.I d 1:~ d > , ( SECTION A-A MI1IESl LnMp holes shr,1l have a waterproof bitUMinouS coo. tlng on the exterior, Koppers BltUMOStlc Block 300M, or Praca EP-214. Plug to be plastic with .0' ring or VC with '0' ring. P.V.C. pipe entry requires tronslte Manhole coupling accessory by Johns Manville or equal approved wa.ter stop coupling. REV. DATE IlaatIPTJDI N'P. - - - 2 . oJ) S ... (~ ~ 5/8" Mln. 4 Required P_ICkIIHOle 7 1-1/4" 7 -. I ~R W<4~ ~ 000 J- ..., ~ 08ANITARY-:D 000000 8EWERo 000 0 Non Skid Pattern Required RING - HALF PLAN ~ Required - o . (\J L o O~ L ,,0 36" 23' 21" MQchlned Surface ~ " 1'1 .!. SOLID COVER I t 7 / I . ~N i'lL l-..t 0 r/ //////7///1 ---- r J [..l --J -:J MQchlned surf~S~.4;:::;j""'" ~",'~""}~ :.~~~:PJ~I:'~' NOTES Hie.... V.'Rh< l' ',~' .~:' lb.. .;~~:;~:., 1. IJhere roadway base Is 8" or thicker use 9" ring, ~<li~' CITY OF CLEARIJATER, FLORIDA o.ll other cases 7" ring Is perMissible. ~"~. ENGINEERING DEPARTMENT 2. ManufQcturers Model of storM ring and cover to .. ...,,~ ~j"'" 1lDlIIA~ I' be o.pproved by City Engineer, :i'.#:"~ Novo 1 '/2S196 __ _tor 2 ~ IJ.J.S. ~ n EV DATE DESCRIPTION APP. rff.'r,j. n . . .i#~_I_ "!lii;t~~~;r-'f 2'. Q WM . 0\ L o " /~ ~~ 22-3/4" r... 1"- "- "- " I RING - SECTION SANITARY SEIJER MANHOLE COVER DATE 8191 INID III. 301 10F2 Lot Lot (lr/w line 'Wo.ter Main-- I 10Mln. o 'Wo. ter Service-....... <Typ.) --......... San. o M.H. / ~So.nlto.rv Lateral <Typ.) ........ , 'Sldewo.lk Cur~ r/w IIneJ ~ -10' It- I WM 2' Joint In pipe entry "'-Side Lot Line <Typ.) 2L--1 NOTE. SANITARY LATERALS TO BE 'WITHIN 10' OF CENTER OF LOT ON DO'WNHILL SIDE OF CENTER OF LOT. Lot PLAN VIE'W Rlr\ M.H. (j: of Street 'Wo.ter Mnln p So.nltary Mo.ln PROFILE CITY OF CLEAR'WATER, FLORIDA ENGINEERING DEPARTMENT SANITARY lATERAl DATE l DCA lIONS :.: -,.,. I.V.ll. anxEII n REV. G:'CjtoY elFe DATE IlESCRIPTIIJI N'P. 4' Min. Monolithic Slab If this point Is within 4' of Qn existing Joint, then I / ~~' ,~~ .~ 1/ the Joint. 3,000 psi Fiber Mesh ~>ncre"te -~~ I "'p ,. ..... ~xlstlng Concrete 18" ~ IJ Trench 'Jldth Varies 18" Min. ~;e;~I'.1~ ~dlsturbed Trench Side T=6' until 'J exceeds 6', then T:8" , 1 ASPHALT STREET AND DRIVEVAY REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION CONCRETE REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION 1 REV. 4/4/'lfX>2 Rn. Not~ _s-a2of2 DEroIPlI<lH CITY or ClEARWATER, flORIDA PUBUC WORKS ADlAlNISTRATION ENGINEERING STREET AND DRIVEIJAY REPLACEMENT FOR CONCRETE L ASPHALTIC CONCRETE SURFACES ~~BY OIEClQ]) BY GL.B. N'P. ~8Y DAlE 7/92 IHllEX HCl. 104 IllI'l cu..B. DAn: t' '~l;'7.7-'" ;""_" z o - ... .( ... ~ o ~ '^ Z .( ~ ... ~~ 00 COy 1 . ~" "ltZ ~~ ~o. .~ '^ ""0 !::z xi .(@) .... ~:x: ~u COLlI ""t- I'^ ",LIoI ~z "It.. -.. t-o..( :::~ -I LII ... ~ ~ '" I til en. . ... .( ... Z LIoI ~ Z o ~ - > Z LIoI EB #5936 o M ~ LllII\ !:II\ " :;) I"- Z '^: - .. Z t-.( Z tt:o .( c::- ... t- c:: ~ '^ 0 ... o 0.... Z Z .. .( .( ei ... ... t- LIoI.( ~~ ...~ :!u.( > .,.. UoI _ 0... U ~v . . .~t:,~:l~~(~~~ij1':~;1.;::~!~ri;!~:i4 I NES Comm.: 0348 I I Drawn By: B.J.V. I I Checked By: H.G. I 01/08/03 Oescri tion PER CllY PER CllY 181 DESIGNIDEVELOPMENT D PERMITTING & BIDDING D CONSTRUCTION DOCUMENTS VJ --I - <( f- LU C w I- - en --I - > - (.) LU t:) <( (/) (/) <C C- O ~ ~ C Z - ~ I- <( <C ~ (/)~g W <( u.. " CI) '" '-' CI):J: Z <(U LU 0.. <( C ~~ _ <( 0:: (/) 3:;::! w C~ c::: ~ 0:: W :r: <c ..... N W ..... 0-1 I- NU TI--lIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHAlL REMAIN TI--lE PROPERT\' OF n-lE ENGINEER, AND SHAlL NOT BE REPRODUCED, PUBUSHED OR USED IN ANY WAY WITHOUT TIlE CONSENT OF THE ENGINEER. @COPYRIGHT 2004 NOT rUBUSHED : .:~~.'. :,.... . ,'-r.~r*f'?~-'7~':~~?'.'( ill U' .. !;~! I \ ~ f I (' II';' i ) -;..._".......,.;;;;;;;'~;;:...J;:J.-~.l! 1.1111' ~- "." ... . /1 f.. . .1. II . f41 'i t-". r Ii" _ _ :' j 'IS-<. ,: ..' '..1" J"') /1 PLA r'rill'\""''''-i<''~....,,-_..-.... ." ! NNlN .;Ji ',." . c ,f'U! !.'; il :. : __,_._crT'~.g\ /. \ R-~ '"-- A.. ~ M1Uw> 3 2a~tf RAM A. GOEl, p~ ~tM~4~1 COPIES OF THESE PLANS ARE NOT VAUD UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL C6.2 .~,,,,\<,,<--,.. I") U Q. ,.-... <( "<t f'. o to U '--'" o o lJ) o ..... (]) J C CJl UJ (]) o - 2 ll. f'. o to N lJ) o o N --........ "<t --........ to C) :s: o (j) ...J <( f- W o /' CD "<t to o /' UJ +--' U (]) .~ o C- D- o <( o o +--' :::l <( to o o N /' N 'V,/. ~ .~ "'0. ter Mo.ln 1 2' Bro.ss ~ h - ~; .I .~ Resto.lner Pl/ Per Deto.ll No. 403 1 71fCleo.nout Plug , "-....-' -- Concrete Po.d 4' Thick x 1'-6' Sq. eJ 6" or 8"- 1/8 Bena-;{J ^ , .. I I I I , \ , Plug (See Note) I Sewer Mo.ln ~ CLEANDUT DET AIL N.T.S. -" ~ ~Y. ~~ "-.I ~ -...- !I.~ fi'~~ rF' 1 ~ y ll'anollkln N01E:_!'1"9On~r. If ~ ~ V Sid. SI"".. ROQUInJ. ~cS'" ;:(~.Jo '\".1'\'1' -'- '-""V /.JM-"') A rJ. /Y_IIII --ABack of Curb ~ ,.... }::::.'" _'".l::1: ~ ~ \ / P~"'. I R.nw. u., ~ ~\ Cone. Sidewalk :i PLAN VIEW B I SECTION A-A ~ t. PnMd. tooled JoInte at dletancee matching the width. Aleo place """an.lon )oint. at drIvewo)L 2. II som. ph)elcal ob.tructlon exl.t. whIch pnMlflte the placng of .Id.wolka ae aha..., contact the Engln_g DMalon fer ollernat. location. 3. Wooden and oth... epocenI wll not b. permitted In a1dewalke or drl,",WOl"'. ... No coatln9O of any knd wUl be permitted an concrete .Idewalk. er drl...wal'" without 8peclflc opprowI of the aty Engin..... 5. All concrel. ahaD be 300D pel mn. 0 28 da)W, with fib.. m.ah r.lnlcrclng. s. Concret. eurlac. ta be light broom fInlah. 7. Concr.t. drlveway con.tructlon ahoO be S" thIck. SxlI/l0x10 welded ..... moah relnforcemanL - - 4 I , I 4, - Fire Hydro.nt AsseMbly <Typ.) ONL Y APPROVED '>v Kennedy Guo.rdlo.n No. K-81A Muller Centurlo.n No. A-423 U.S. Pipe Metropollto.n Dlsto.nce Vo.rles 18' Min. 24' Mo.x. I ' /Vo.lve Box Box ,,,,,,, 'JV'~ '=l ~~~ ,~ '/ ~0"'/"~ ~~ >f~ W~ w-" )-.' C 'i: ~2' Bro.ss .. U> I N To.pplng Sleeve 8. Valve I By City, Fee by ~ or ContrQctor ~Exlst. "'o.ter Mo.ln I I Mech, ,- Jut JoInt Vnlve I!! ilIA "'-90' ~ Connecting PIece W/lntegro.llY/ cast Mech. Joint Gland on ~ one End- D.I. Roto. table Mech. Joint Gland on Other Encl. CITY OF CLEARIJATER, FLORIDA ENGINEERING DEPARTMENT . "'J.t~.rt TYPICAL HYDRANT 05~~/'J3 IHDCDl rt SETTING INIlEX hIl II/'I'IIJIID APPING SLEEVE L VALV 402 _. BY CITY 4 IF4 It.. }.. -J ]U[~ Bend - '-Restrnlnlng Joint <Typ.) .... REV. DAlE CITY OF CLEAR'JATER, FLORIDA ENGINEERING DEPARTMENT "RV~." olYr~m QEDCEII rt BLOIJOFf' DETAIL ~4h1l _. ~rt IIFI IIDDlIPTIIII NOTES. 1, All Fire Hydrnnts to hnve 5 1/4' Valve Seat. 2, See Index # 407 for Jack 8. Bore Details, IIESCIlIPl1lIN REV. DAlE ~ OJ ...... LI' 95/8' 'I ~/////~ I r See Index No. 301 i I~F: ~1~4 IQyers of br~ l- I- 10 5/8' ~ 9 7/8' ---II f r Approved barrel Joint senls are 'O-Rings' and 'RaM-Necks', Two continuous rings at all Joints, \,,'\: ConcentrIc cone (Flat cover on shallow Manholes 0' to 4' depth) % I ' r-\ LrL I I r- 8' I- 13 1/2' V '71 1 jj(j ~ JJ 8' Brick I Steel reinforceMent ~ JJ - I- 5' Min. wall thickness r= ~ r"!..-_ T 4' Min. I type II acid resistant :i:- r-- --:~ ceMent 4000 p.s.l. ::~: ~\" / _m ____ \. ::~- i- .~~ I 2' 1ft Min. 1 ~ Grout fill opening with ~::; ~ *'=1 I n1* /" . non-shrink Mortnr ./ :;::~~ I ~ EncnseMent --"'" ~:*::~:::::~-:-:~:: ~ .:-:3\ -~~' \ :-:-~-::~-:-:~:i:-:- ~~'- -_ - - - I 2' Joint In pipe entry ~ <Typlco.l) Grout flow chnnnel P.V.C, pIpe requires Mo.nhole o.do.pter coupling by Flo Control, Inc., or o.pproved wo. ter stop coupling. Poured CLEANDUT PLUG DET AIL N.T.S. NOTEI Cleo.nout plug to be U.S. Foundry 7621 or equo.l. NOTES - ~ JESalIPT1Dl......... _. 1. Precnst Mo.nhole drop Mny be o.pproved by City Engineer. Shop dro.wlng SUbMltto.l required. CITY OF CLEARIJATER, FLORIDA 2, Drop required when 2' or over, ENGINEERING DEPARTMENT 3, Mo.nholes sho.tl ho.ve o.n Interior o.nd exterior coo.tlng 11lEIIIA~ rt STANDARD DA~9:I ...c.E...nt least 15 Mils dry thickness PRDLD EP214-351 .-.., OUT INIE,:..-...I~EPOX~- stlc or Koppers bltuMo.stlc blo.ck solution ~ rt ~ (So.nlto.~)1" 1 _I 300M. T.c.J. ~ ..... - 1 { I I. k~ I \ B I CITY OF CLEARIJATER, FLORIDA ENGINEERING DEPARTMENT IlEIIIAIoIN IY ...... lKQCEIl IY ....J.S. _. ~IY PRECAST SANITARY MANHOLE DETAIL OUTSIDE DROP DAlE 9/91 INIlEX hIl 302 eIFa DAlE REV. JI[SCIlIP1lIIl -Lo,... ~1 ~ N01E: lMn90 ani)' If ,#'U' ~~ \II' Y lI-analtJon Sid. 51"".. R~lra. ~o ;:(~ '\".1'\'1' k ~~ r~1 BaclcofCurb ft >-....J :::;:>_'".l::1: ~ i \ / _. IRQ,,"". ~ ~\ Conc. SIdewalk j PLAN VIEW Remove Curb If Existing \ Exist Conc Drive I Max Slope ~~ I I ,.~ Max Slope 14~/2. Exp. JOint/' 1:"'~:!.:-~:.:;f~1 r-;.:-:;.t~;{~'!. ...............,/2. Exp. Joint TYPICAL DRIVEWAY CROSS SECTION E-e a:. ~o c:"- -DO ::;:::;: 0. . . 0 ~i~ It 4' Mln Residential Street l' City RIW I 5' Mln Arterial Street 2' County R1 1/4. per Foot I ,,_\..':.~ ':'" ;-....:...,.:...~::.. '71:... -":-1 Bock of Curb 3000 psi cone 4. thlclc. Constr. 6. thick at driveways with 6x6 #10 welded wire mesh. See note 7. SECTION A-A SECTION B-B ~ 1. Provide Tooled JoInte At Dletancee lIatchng Th. WIdth. Aleo Place Expanelan Jolnte At Drlvewa)L 2. If Sam. Phl"'1caI Obattuctlan Exlet. ...,,1cII ~te Th. Placing Of S1dewalka 108 Shown. Contact Th. Englnaerlng DMs/on Fer Allamot. location. 3. Woaden And Oth... Spacere WIll Not B. Permitted In Sldewa1k8 Or OrMowa)L of. Na Coatlnga Of Any Kind MI lie PermItted On Concret. 5I_ka Or Drl"'WO)ll Without Specific Appro"" Of Th. aty Engln_. 5. All Concrete ShoO B. 3000 pel lIln. 0 28 Dal"'- 8. Concret. SUrface to b. Ught Broom F1n1ah. 7. Concr.t. DrIveway Con.tructlon ahoO be S" lhJclc w 8xl1/10x10 W.W_F.. 8. Remp. ahall hen.-. 0 tactle aurfoce, textured to 0 depth not exce.dlng l/S" by u.. af tamp or roll... n conformance with requlremon\e of FDOT Roadway and Traffle Daelgn Slandanla, Delal 304 er meel r-.l modification.. 3 4/O/O:l 1/ll11 11/03 CITY OF ClEARWATER, FlORIDA PUDUC WORKS ADMINISTRATION ENGINEERING TYPICAL SIDEWAlK CONSmUCTlON AND RAMP DETAIL I -- ...... .... ........ -" aut DESCllP110N R.ll. ~1'8Y -~ --~ 2 .D{!lE 1/~3 lUX NO. tOO 1 OF 3 1 REV. DAlE - - - - j;\ -16'1- ~nlsh To Existing Surf'ace 'Jlth PC III Aspho.ltlc Concrete -16'1- / / /~/ / / / / / / / / ..t, v AV"<<("<<(<<~& _ . ~~' ~, '.:;') . - - \ . '~~\"V '~ ~ \;-~::- .' ,,'Z --- Eclipse No, 85-B ~ ~ Blow-Off Assy. Including Lockable Cast Iron Box - 12' - - 12' - '. . ~ --. . ~-Iir.IQi~\ Po.ylng -> Orlglno.l ll~e ;:.<.V'" ol'lpacted Bo.se - Thickness of' Original + 2' Mlnll'lul'l Thickness a' COl'lpo.cted Bo.ckf'lll .......... .N6' --Undisturbed Trench Side .~"r\ ~ &~~ ~ ~. ".~ ~<(. y~,>~~ ~ NOTES 1 Trench bo.ckf'llled In 9' cOl'lpacted lo.yers. Density to.ken every 300 ft. 2 Base I'lay be replaced with Asphaltic Concrete with prior approyo.l of City Engineer. 3 On longitudinal Insto.lla tlon requiring resurfo.c1ng full wlc:lth of po.veMent, finish bo.se to I'lo.tch existing po.vel'lent surf'o.ce o.nc:l priMe. Then resurfo.ce o.s dlrectec:l by the City Engineer. REV. DAlE Ii I.rle~ c=c--i '- ~ \-.l y~/" Mo.ln SECTION NOTE. All 10. tero.l Mo. terlo.ls, Including approved Clennout hardware, nre to extend to the R/'" or to the easeMent line as noted. REV. DAlE Remove Curb If ExistIng Exist Cone Drlye J lAax Slope ~1" 1-~ Max Slope L ~_"':;S:"'-:,,",,",-/~_,;:'_:~.,~---r. 14- /' - ."..-.j'--:~':l ',li,-',---.,u-_' ~. .__ _ ... 14 1 /2. Exp. Joint T 1 /2- Exp. Joint TYPICAL DRIVEWAY CROSS SECTION It ~!!U~!:!ld8l!!lal Streot l' City RIW7WI 5' I.4ln Arterial Street 2' County R. ul 1/4. per Foot Bock of Curb ~!:i6"'.:_"':'.':.:. ~-""';-1 3000 psi Cone 4. ThIck. Conetr. 6" T1lick at Driveways with 6x6 jlO Welded Wire Meah. SOle Note 7. SECTION B-B 8. Rampe Sh.. H_ a Tactl. SUrface. Textured to a Depth Not Exc_g 1/8" by u.. of Tamp er roll... In Conformance with Requnrnente of FDOT Roadway and Traffic De.lgn Slandarda, Detal 304 Or lIael R-.t lIodlficatlana. 2 1 REV. CITY OF CLEARIJATER, FLORIDA ENGINEERING DEPARTMENT ~'t" IIV TYPICAL S!DEIJALK ;:.r: .NIl 0..00:0 rt CDNSTRUCTIDN AND IHIlEX ... T-C-l RAMP DETAIL 109 AP1'. ~~~.., 1/95 11/93 DAlE .-.. ..... ROCI'" a.rtt an JE:SCRIPT1IIf lIF3 IDalIPTlII/ CITY OF CLEARIJATER, FLORIDA ENGINEERING DEPARTMENT ~~IY STREET REPLACEMENT 7~~ lKQCEIl rt FOR UTILITY AND INIlEX hIl GLB. DRAINAGE CUTS ID:S _. ~rt 11Ft Finish grnde to allow 0.4' Min., 1.0' Mnx, fo.ll frOM property line to ....uo\-'" VI \-..., .....\ R/'" I - 18' MIn. L- 24' Max. I - i sldewQtk ~ ~ '^''' ~ . I "- 1 1>..)" "-<s t> ,cleo.nout '<,<'o"'~ 30'-36' or ns / -A~ Directed by , ^'"" - the City - P ~-~--- . ~v DVNE: HDHEDVNER DVNEB AND MAINT AINED AND MAINTAINED 6' Service Lntero.l JI[SCIlIP1lIIl ANY VARIANCE MUST HAVE "'RITTEN APPROVAL OF THE CITY ENGINEER. CITY OF CLEAR"'ATERt FLORIDA PUBLIC "'e~~ti.J~nn STRA nON IlEIIIAIoIN rt IIAlE ~:Jl.rt ;'lo !I(I:.I:. LATERAL :.: IIIl.1l. DETAIL -...' _. ~IY lIFe T=Thlckness of' orlglno.l Bo.se fir ~ RING - HALF PLAN N l- e 36' ~ .... M .!. ~23'~ 21' Mo.chlned Surf'ace 1 'i / L " "- /~ ~~ I t RING - SECTION Hlnll'lul'l IJelght 7' 232 lbs. 9' 27a lbs. NOTES 1. IJhere roo.c:lwo.y bOose Is a" or thicker use 9' ring, nil other cases 7' ring Is perMissible, 2. Mo.nuf'Oocturers I'loc:lel of' storl'l ring Oond co...er to be o.pproved by City Engineer. Lot 2'-1- QWM I Curb.) 4' I t "'nter Mo.l o "'0. ter Servlc:e--....... <Typ.) ............ So.n. r/w linev' WM 2~1 NOTE. SANITARY LATERALS TO BE "'ITHIN 10' OF CENTER OF LOT ON DO"'NHILL SIDE OF CENTER OF LOT. RIM M.H. .............. ~ of Streei: p So.nlto.ry I 1-114' . ~ .... ... ... 1~ - I 5/a" Hln. 4 Requlrec:l ~R w..~ ~ 000 J- ..., ((\ 08ANITARY.,. 000000 8EWERo o 000 0 OJ:: L ,,0 Non Sklc:l Po.ttern Requlrec:l ./ Required - SOLID COVER I . . ~N MI- I 22-3/4' I~o ~~JI Machlnec:l SurfOoce '" l- e ~ SOLID COVER SECTION MlnlMul'l IJelght 128 lbs. CITY OF CLEARIJATER, FLORIDA ENGINEERING DEPARTMENT 1 9'-- __ _ e. EV DATE DESCRIPTION IIEJlRAIoIN rt -.. IJ.J.S. ~ rt APP. ~,IY SANITARY SEIJER MANHOLE COVER DAlE 11I9I INIlEX hIl 301 10F2 Lot Lot f'r/w line l 10kln. o M.H. / ~So.nlto.rv Lateral <Typ.) Curl:f'\ ('\Sldewo.lk ~ ~10' It- I 2' Joint In pipe entry ",,-Side Lot LIne <Typ.) Lot PLAN VIE'" "'o.ter Mnln Mnln ~ PROFILE IIEV. DAlE CITY OF CLEAR'" A TER, FLORIDA ENGINEERING DEPARTMENT IIEJlRAIoIN rt SANITARY LATERAL DAlE ~ IY LOCA nONS I~~"': - eIFe JE:SCRIPT1IIf _. N'f'AlIV[Jl G.CH FDOT Type S-3 Asph. Conc. po.tch to be 2' I'lln. thickness or I'lo.tch existing for thickness In excess ~fC' r-:-- Patch / I I Replo.ce Basil ........... / T +2' (8' Mln. COl'lpo.ctec:l Resurface f'ull wlc:lth of street on lonoltuc:llno.l / InS"t'o.lIo. "t'lons Remove Baclc of Curb on State or Vertical Curbs with 0 vertIcal Sow cut or Remove entire Curb and Replace os Port of Sidewalk Ramp. ~t Modltted and Volley Gutter Curbs join exist back of curb ) 12. .CTextured Surface - ~-. t.c::::::==-- Max Slope r~5~ ':::1' . ...... ..,.. . ......- ... ...t''t....a. ..-...... ~.).. :.;:;F.. - . - - - - -' - Remove to on I '....1/2. Expansion Joint even ]oInt or sawcut ~~ j;~'O Remove Baclc of Curb on State or Vertical Curbs with 0 vertical Saw cut ::;:::;: 0. or Remove entire Curb and Replace os Port of Sidewalk Romp. ~ N ~ m ~ Moditted and Valley Gutter Curbs I join exist baclc of curb ) 12. ~Textured Surface -=-.0 1.C::::::==-- Max Slope r-::'~5~~ f':"'1 .. ....... . ..... t....... a- .- ..oo . . .~ I :.~,;~~: -~~;~~I: ~Int \ ~::o;ln~o o~nsawcut -::':_0::__- '~-_' -:.:--_.:-------_~- _ -_: - .-.' :_-_-~- .-... .. ".....~_~~...,,'C....... ./T"~""."''' "w .... :......: :;~ :. -~:. .... oo~: ~ :~~~ ~:a ~~ .....~:: ~..:::~~ --:- .~... , :"1:": '". : : .... . ","' ReplOocel'lent bo.se Mo.terl0.1/ Undisturbed Exist sho.ll be BOose Oopproved by IJ the Enolneer _ 6" 12' . Trench ~ 6' _ per L;lty ArtiCle IJldth 22 Vo.rles _'" -.............. Unc:llsturbec:l Trench COl'lpacted , ..o1S!SlS ::ilae '.M" ~ ASPHALT STREET AND DRIVEVAY REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION 1 4/4/7DlJ2 REV. If' this point Is within 4' of o.n existing Joint, then jthe Joint. 4' Min. Monolithic Slo.b 3,000 psi Fiber Mesh \oncrete ::;/~ ~ '" o' I ,.~T-"'" _ ~- --.. _,- '1xlstlng Concrete IJ Trench \Jlc:lth Vo.rles .A ~c:llsturbec:l Trench SIc:le COMpactec:l I--- Jv<":l,). '.e"," D la' Min. la' Min. T=6' until 'J exceeds 6', then T=a' CONCRETE REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION OIIlE -- _ShM\2"'2 _lKlN CITY OF CLEARWATER, FlORIDA PUBUC WORKS ADMINISTRATION ENGINEERING STREET AND DRIVEIJAY REPLACEMENT FIlR CONCRETE L ASPHALTIC CONCRETE SURFACES ~::8Y 0iW<EIl BY [iLl. _. ~BY OIIlE 7/92 INlXX NO. 1114 1 OF I ClLB. r--.----::-.-----::---..----. .---.---' I PD r t~ C~ J~ IL\~II r; In-,I Ii I j II 1111 II ,1..'-jL-.-.-_----...l I DEVEL()['!v;tN 1 SEHvk ,: f' IJ en Y OF Cl.EAF,W:, 1: H D~ -a. 1_ \i) fA. .=. -~ III a z o - ... ~ ... ~ o A. V\ Z ~ ~ ... ~~ 00 cou . . ~" ~z ~~ -A. ....'^ ""0 !::z xi ~@) u. 0.% ~u COW ""I- .'^ ",w ~z ~.. -.. .....ct ~~ - I W ::::. . .. . ... ~ I- Z UI t z o ~ - > z UI I,." o '" 0. . WII\ !:II\ " ~.... z '^'" '" - .. Z I-.ct Z tt 0 ~ ~- ... I- ~ A. '^O ... Q Q u. ~ ~ffi ... ... I- W.ct . ~~ ~~ = ~.ct ~ o~ u ~u ::::. EB #5936 ... i'.. I NES Comm.: 0348 I I Drawn By: B.J.V. I I Checked By: H"G" I :.. 01/08/03 Descri tion PER CI1Y PER CI1Y :, - i. ~ DESIGN/DEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS (J) --I - <C I- UJ C UJ I- - (J) --I - > - (..) w C) <C U) U) <C D- C 0::: ;E C :z - 3: I- <I: <C ~ (I)~g W <I: La.. #, (I) .. '-II' (I):J: :z <I: (.) W c.. <I: C ~~ _ <I: 0:::: (I)~~ W Cc::( ^' Z~ ..... - 0:::: W~<I: .... N W ..... o....J I- N (.) : . THIS DRAWING IS AN INSTRUlAENT ()f'Sffi\,~CE .'1,0 SHALL RElAAlN THE PROPERTY OF THE EllGINEER. AND SHAll. NOT .aE REPR!lOUCEe.. PU8U$f1i;D OR USED IN AN( WAY WITHOUT filE CONSENT OF THE ENGltU.__ER.' ~COPYRIGHT 2005 Nor PUaUSHED C6.2 ~~ A. ~.~~ 14 200~ RAM A. GOEL, Pl1;D., P.E., #47431 COPIES OF 1l1F.SE PLANS ARE NOT VAUO UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL ::::. " I Landscape Master Plan for ~ ~ . In war ass age earwater eac . orl , Design Development (for permitting only) 50% Submittal-- 1/11/05 Sheet Index GI01 Site Plan L..I02 Site Details GI03 Grading Plan L..I04 Site Details GI05 Site Details L-I06 Site Details S I 1" - 20' ca e: Scale: 1" 1 0' Scale: 1" - 20' Scale: Varies Scale: V aries Scale: Varies I o 1 15 30 Scale: I 60 1/1 _ 30' l 90 /!J North L-201 G202 Planting Notes & Details Planting Plan Scale: V aries Scale: 1" = 20' David Conner & Associates, I n c . LANDSCAPE ARCHITECTURE / URBAN & ENVIRONMENTAL DESIGN 1404 West Swann Avenue, Tampa, Florida 33606 TEL # ( 8 1 3 ) 2 5 8 " 1 9 9 7 FAX # ( 8 1 3 ) 2 5 4" 4 1 9 4 E"MAIL info@dconnerassociates.com 41'-7" 30'-9" 3'-1" 219'-51/2" o I 80'-4 1/2" 56'-8 1/2" 175'-9" 158'-1" o 69'-5 1/2" r~ 0 i-or II 1 i ~ t I t I I II I i 9 t I I 0 I . I I t t I I o o o \\ I \ \ \ \ I d> .~ \ \ \ \ , \ ~ ~ o r-1 0 1 0 n I i I I 000 I 11 1.._____+_____1 L---J~-----J l_~ o ~-^\ \\ \\ \ \ \ \ \\\ \ --\'\-- o '\e ._..-- '\ '\ -- .--.---- ~ e/ /-- o o o ~. \\ ~ \\ crz.\ ,--\'\- \Y. \ \\ ~~\ \ \ \ I \\~\ \\\ ~ \ \. ,../ I \\ \~ //rff \\ \ \ /// I \ \\- .- \. ~~ I \~\ /// d \v I \ I \ I I I ~ === === === c::::==::::J c::::== c::==:::J ~ c::::::=::::I L in ..- ~ ~ b ~ Co ~ Baseline - Edge of Columns , , , , ~ ~ ..- ..- ~ ..- ~ ..- co ('t) ('t) ('t) , , , IIIIII , DDII ;r. M ~ ~ ..- o D o o 0 0 0 [] 6- 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ o o o o o o o '9 o = == c::::::=::::I c::::::=::::I c::::==:::J c:::=:::::l c::::=::=:=::J c::::===::::I ~ = .:::::::= ~ = = = = = = = == === ;B ~ == = = = = = = IIIIIl [) [) 0 0 [] 0 === ,.( Baseline - Edge of Building ---@ [D [D ~~ ::::--- ---@ ~ b I in c------------ 120'-101/2" 154'-4 1/2" 346'-4" 81'-8" Key Notes: CD Swimming Pool (3-5' depth) o Arch with Fountain CD Fountain Wall with Colonnade f4\ Pool Deck - Paving Type I \.:..J Tumbled Marble o Pedestrain Walk - Paving Type II Concrete Unit Pavers o Side Walks - Paving Type III Base Bid - Colored Concrete All. Bid - Concrete Unit Pavers CD Bench o Pool Equipment o Planter Area with Large Stone Urn @ Stairs to 2nd Floor Terrace @ Pool Fence @ 8' CMU/Stucco Wall @ Utility Easement @ 20' x 20' Sight Triangle @ Planting Area @ Screen Planting Design Development Drawings for Permitting Only The Residen 202 Windwar Clearwater Bea David Conner & Associa LANDSCAPE ARCHITECTURE / URBAN & ENVIRO CJ North ISSUE DATE: 10/12/04 I I I 0 10 20 1" 40 , 60 Scale: - 20 1404 West Swann Avenue, Tampa, Florida 33606, Q \ \ \\ ~~ \\ \ \ \ \ \\ \\ \ \ 0 \ \ \ \\\ \\\ \ \ \ --,--- \ \ \ ~.----/ 'Q ~0-' '\ \ /// \\ ~ //// \\ 6J,~? /J?f// ?10 // \ // ~\ \ \ //// \\ >0' \ \ ./ \ ~ / CQ, / \\ // '0/ \ \\ \ \ \ \\ \ \ \, \ \ ~ \ \ \ ~ ~ \ \ \ \ ~---,- ___-+D --------- -' =------- ..____'"0 -- o r i I I I t I I I I I - ---tb G--- _-----e-----.-.--- --- o o cQ) \ ) / ,/' / l"- I Co 'Of'"" Pool rUiPment Area ~ ('I) l"- I Co ~u>,\ " 5'-6" - ----" / " / ""'\ I .,,/ ~ 'Of'"" ~ ~ C\I ~ ....lo- ....l0- b 38'-2 3/4" w I I ~ ~ I I ....lo- )II( 'Of'"" 0 'Of'"" W I 'Of'"" ~ I b 42'-3 1/4" C\I R94'-11" \ )II( jPaVing Type 1./ \ \ \ / ~ ~ 1'_611 ~ ~ - /' " I \ @ \ / o Pool Area Layout Plan Scale: 1" = 10' 1) 'f I I I I t I I I I (9--------- Design Development Drawings for Permitting Only ~ ~ o Pool Coping Layout Plan Scale: 1/4"=1' f!) North f I I I I 0'1 .. ~ .. 0 5 10 20 30 , Scale: 1" = 1 0' ;-~ f'7:: ., in.. C:'fril .__ " if! ft.' :I:; \ Ih,p, '.-, ~. .I r------.~-.. : .' ; ' f. 1 ' "r ~ _) I t ,. n H -.----- ,--"",1 : f r ~ 'j:; 'I 1 I 'UI: 14 ;1', I q Ii' -. N I.'! lf "",' 1,- '. . - r .- nt1r; .1t! ! r' , n"t/;~ li !.I-II ";:~.;l_7S,~~:C~;2#}:f:~t David Conner & Associates, Inc. LANDSCAPE ARCHITE URE / URBAN & ENVIRON ENTAL DESIGN 1404 West Swann Ave TEL#(813)258-1997 F The Residenc 202 Windward Clearwater Beac f!) North ISSUE DATE: 10/12/04 I I I 0 2 4 1/4" 8 , 12 Scale: = 1 ard Passage ~ .~ is a ~ ?J \ o 0 o i1 o ( o 0 o o o o 1~ l------< r--< o o r1, J ~ ~ ~o' I /' 40'/6" ;)/' <<),- <~Oo' ~ ~4.5' ~ I 5.3' rl 4~O ~ ~ ,-~ \ V" >f3 4.9' ".IK. ~ I 5.3' I----.. 2 ~ J I 60' ~ ~ &~? ~~ r. ~_It, ~ 15.3' 7 5.3' } .~ ~ADELEV.: r ~ ""^^' I ~I /""" ~ I 5.1' ~6.4 r ~~AD t~~v.: u \1 5.3' h ,",~A ~ \ I ~ \ · ""'I 11,rl 53' ~ ~ ~ "--r 5.3' ~ S .'-=;:[; . ---' r A ~ / ~~6.0' ~~ @ AD i.~FV 1t::J ~h4 J Jr o ELEV.: tJ..7 TO ELEV.: 4.85' ~ 'V~C' J 4.9' --- 5.1' JJ // ./ - rt- 4.5' I rI 4.9' f7 I ?i..... ( e ) ......v--. V.V -, .. .-AD ELE~ 1--.-J 5.5' \ / - +5.85 ~ o l------< o r--< o o o o AD ELEV.: 5.3' l------< o r--< o p ri 4.5' J rf 4.6' 7/ I ., ,-L 5.4' ~ I / ---- ____ -.. f{ 5.2' I j ---- ...-i 5.5' H 5.7' I .-:: AD ELc,v.. W O.U',I 5.7 5.5 ::J Do - o R.L. 6.31 6.1 ~ = =&V 6.5 6.5 += = ~ c ~ -r.85 6.0 .1... ~ ,..... 0 ~ - - 5.5+ ~ ~- f) ? X :::::IilG - fiJL II- "V\/ r-- .7' \:: = =..1).8 [AD ELEv.: 5.3' 1'"5.7 +5.0 - o r- o o o - o 1 LJ\J VVl'. 1 4.9% Max Slope ...... ~ 5.1 ~ Grading Notes: Top of Pool Coping: Elev.: 5.91' Top of Pool Deck Elev.: 5.3' Top of Seawall Cap Elev.: 4.5' All Walkways to have a 2% cross pitch All walkways max, 4.9% slope )I( Area Drains: Bronze Grate in Paving 6" Sq. Plastic Grate in Landscape 12" Sq. i Cl o o rI 5.2' ~ (~) tD~.~~~ : ~ ' ~'(, \Jf -l 5.7' I r- o = o o j - - o - .......' - - - - - --- --- ~ --:::::::- :J - ~ - =~======= ~.3= I = = = = 0.: !::::: 5.6 - o .-i Ii = m= ~ ~ = ~ = = I~ = = =~ = = = = = ~ o ~ ~ ~ ~ ~ 3\t2 5.3 13 ~ A 5.3 ~h= = =.,..= = < [] - o c:=::=:::::I ~ "7"'" c=:::= c::::==:::::::J = ;-- c:::==::::r "'" - o - o o 5.75 c=:::= c::==:::J '":"'!" c:=::=::J 5. i ^ i. == == - I.. +s.o - o I ~~o ~ = =v = 5.8 = =~= ~ [] ~ 6. 0 ~ ~ /: ~ ~.45 VhV////// A( rvl /~ 1r- X 6.0 I 6.1 J = r = 5.9 ~ 4.9% Max > $ ! Slope ~ 7 I /Iu Jrt 4.2 1't.2/ ~ I 5.6 f 5.J~ ~ = 5.3 ~ - ~ 5.1-t ~ J 5.~11I .5.9 X ...... o i i l!) North 60 I o 10 20 40 Scale: 1" = 20' +5.36 -p.7 -1-5.0 ~ r:::>.7 ~ ~ 5.1 ~ ~ ~ ~ 6.~ ((c 4. 0,-. ~) I I ~ '}~ llm~~ ~)~ , Ittf.f!!1i r01 . 71/1 J4fJ 2 J ~fl" J 11 I ~ ' tl/fJ~ ; f'. L!!.Et1-ln~it '.. ,-'. J '".!j '-'--..-~~~t(;H;~f;i I ---.- ~ Design Development Dr wings for Per: itting Onl David In c. TEL#(813)258.1997 The Residen 202 Windwa Clearwater t Windward Passage Passage , Florida rading Plan -103 COPYRIGHT @ C( 19'-4 1/2' b I N 1" Sand Setting Bed Tumbled Marble Pavers - set hand tight, sweep joints with sharp sand, compact sand into joints with plate compactor. Protect paver surface during compacting. 5'-7 3/4" 4'-0" 4" Crushed Concrete b I ~ R3'-0" TYP. Paving Type I Marble Pavers @ Pool Deck Paver Detail Scale: 3/4" = l' 8" Brick Paver Border b I N 6" Pool Tile 1'-4" 2 1/2" b I N Planters 16" Wide Stone Coping (Marble) Interior Pool Finish Tile - recess at pool depth tiles to maintain flush surface. Bull-nose (TBD) Tile _________ @ Pool Gutter .. Pool Deck Paving See Detail C Interior Pool Finish 2'-11" Exist'g Cone. Pool Shell 4'-0" 95% Proctor Beam Pool Grade? o Seating Area Enlargement Scale: 1/4"=1' o Pedestrian Entrance Paving Scale: 1/4"=1' @ Pool Section @ Side Scale: 1-1/2" = l' 16" Wide Marble Coping 6x6 Pool depth marker tile - located per code. Tile (TBD) ~ Stone Paving 16"x16" 16"x24" @ Inside Pool Elevation Scale: 1" = l' Tumbled marble coping Pool Tile (TBD) Scale: 1/2" = l' lopment Drawings mitting nly 16" Wide Tumbled Marble Tile Gutter Pool Shell Bull Nose Pool Tile (TBD) Pattern 1 Crate Project Field Stone Paving Schedule of Stone Sq. Ft. 8"x8" 8"x16" 16 4 2 176 44 22 7314 1848 924 4 2 44 22 1848 924 Associates, Inc. BAN & ENVIRONMENTAL DESIGN CD Exterior Pool Elevation Scale: 1" = l' @ Pool Coping Details Plan Scale: 1" = l' Enlarged Field Stone Paving Pattern The Reside 202 Wind Clearwat at Windward Passage ass age , Florida ~ North I I 1 0 20 40 , Scale: 1" - 20 o 60 COPYRIGHT @ ~~~~ r,A\}I~ ,- - t+ ~ U. t:*-.A I\-.-: M t.t.t 1"oOL. COr.:>~ ,. - 10 Af2.. !?L. ~ FA .....Ll A ~ ------------ JL' CO r'IMl1 ---- -----11L-t.. ~k~{~) .r------ IZ," c., lJfr~ ~OlJ I_J.O .. (.Wf11CJt.. rWl- tpc,~ ~- ~V~~. . E. 'tJ ~L ~L.L,. / ~[."rc; (f4~:;(j) 8 ,/ / . W~l.JUt. b f, II 6 , ., , A lit! ~ t<{. U (1' ,r' " ',,- "'-.. 1: . .---------1-r I A t I L ! 1 1... . I \) r. ~'~r 1- '''~. t ~ '''''-. --"" '--.. , "", f- r I , ~-l (. I L. .,~ t-Q.", ..("~ !. ....... 1 r' -~-_.~ ~? 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',~' . c:tJ~, '. . . 4l ',,' l> ,~ . ~ 'D' @ Gate Pier Plan, Section & Elevat~n 1/2" = l' .,- ~ .i: .' ' r. I--~ .~'JJ~ I I l---~--- I i ! ; i 'llti-:1 I .....I.l. I I .1> ; . ',. t> - ~A(Z.eLt. fA~Ib. ._.. . IJ . ".' Il" ~~'-:. 1.. -r- . . !. --/1,," COr'I~ --1'11..(.; ~"""',.t.Ct. s.ty\.. w:.. 1'" M, e:> Lflt.I' t'^ flU tp '~~ r-c:L,.."'Vl'l 0 CO!...VMU 1e> M~fG-H ~, Pt:..i~t....~ 2.-~ WI t?~ ?Ot%+llc,(. ON-- l"4J~~W~l,.... ~L- ~\Ju..r.Il\1~t ~~: rstJt)U""I~ J1l-1" ~fQf':J 1-1.D (,' l~ ~IM,vr .~CAr 11 L..I~ ~Al...l... ~Al.~ .AU- ~t:>ll. e, 1!' l--~ UF'.)"~ l\&.~ ~c, ~ lL t. .t.:.';'~l2.'( ~r~ c. t> U ~T""'VGi1 Or...L ", , ~". . '. ~ J...t~~H.. ~fUL ,.,.._~ ~ ~ 1[.." ----- Vruc,H~ ~.... "'~H (,. CWf'tP"(.D Df\L GO L. V M U t;.) ~L..f. 1'?8t> ------ M~ft~g ~O o-rT1R-- ~~IM,,~ 1'bW'-l-t fWL- ~~~; 'I'/~Vl".~~~ ~t/:7 tU...e... 11bP ~It ~I t:::'t:.111""~ MA~~ Go ~lUGf "~fJO SL " l.oC, ~ .c.. .... ~~ L COl..". ,_T'Cr to J\\'q:. PILfl.~~t U ~ lNA~ uu~ _. ~I .- ,-.- - - - - -, I I I I I I \ \ \ ~ . '. /> 1., . t. ra7lr t:> L C-i(, ~ \ o Stair & Gutter @ Deep End I , ...... (,; -..;; ~ . ~ I , ...... Scale: @ Arch Knee Wall Plan Scale: 3/8" = l' 1/2" = l' ~ 5JtDPJ.t" ""~ &.-C5.t&t-~ ~~) 5rV""'~fJ~ ~7~~MlJJ.~ ~ It! ~Ut- - --....;;;::::::: ~uw ~~ ~ ~ l.. t:>~ ~ .r~l\!. ~ll. l\~(i' "J. t~ T ~ I ~. ~ .. ; ~ ~; 'Y ", \" ; : ~ \ \ , : ! .- ~ ; ~ I J\)- l5~~ ~ WAL.L.)~rtUltM 0t I I I I , ' I r \ l I L~ n i l · -; .~ T~ . '\\=l',"',wu~:ii" ..... ....',. , . ..1 '."\' I' to \ : .,.-:. i- ~.-- ~'. ~~ -. . . --:--- .~.....- - --:- ',. ..' .. ".., '. :... .\' .. . ~ -tl-- ...11 \ \ \ \'~ "f j,' \ ~ ~ .' .l ~ ~ ~J*~I::~~ .~ 5W-ft. {A.vMU ~p.~ r--UFtlG1rff. U>f't.e> I t.lfO !'-I-J u.. / w,;.,LL,. d' LO~'~'" ~ !) /' /'/ C OJ:fL.'" It r:> 0"",,. ,6. ~ Ie. ':>> / ~-r c;.'"'.....t {(,)j!Jl ~ ~/ / rt"lL.L.F Ac.. L, ~l..1r '!1.1 ~t..!a Dr; "Uof..l,. W .o.l..l".. rtN~r.AIU fI-~L~ / Il." C1l)fT'r~(t.U-i1~I~ ~\lw..~ ~~. ~~ 11~ ~pa..(,[., - A r ~- p.vmJ't ~ 'I. ~ 1/"- .__--:_ . ______~____...___ If 1:1. tJ,~~kl15t\ll5ItAJ. . I ~.... ;. IJ~~~ ~ \ . I< -- ,,/ '1 110-" ~~ '-7'~ " . < . ~"'1l:. pv M r wi)'. ~. ).. tu~f!U. CD,... fl'D ~ Ft; p.:. t"(P\.I ~ 1"" J-f ~ ~ C'~u~ :: ~"IM _tJ'(" .f...~ - '^ I.' '$ 1:.. 1> r j;.'-; @ Swimout Bench, Gutter & Arch Ks~~e3/~all ~ ~f !SoLO ~ \ L-'fll..-L ~~ ~L..- ~IDt, 10 ~p.'f~ p~ C;JE+E'<:-i1o~~ ta.a.... t I~r I:i I,,-I&.' 1 ~~. o /l:,l4.-",b-nOt\J. (I ~/'t)":: \ 1'0" ~--if~~ ~ ..s . ~ .. . '(" .,..---- - - --- .... . _. T ..... ... ~r ~c.D ~ I ~~~I issr~~;:: o Wall Elevation c,~rrc,., ~"'~rt te'l U'-c; ~ ar~t.C~~ G.'t'VU.O W. \..L, ~ ~~4 ~p.J ~ ~~PL ~ ~raL-[, c., arr.-, ~~~ - - - .. ."--- ..--- -- m_. :;,t ..;: .. "-- D .... r: :: .. I -.......... I ~I--'~ ~ ~ ~ b-] ~ > If ;:. JJ~/' ~ ...~ ." .( - \ "\) ~ .)~ T ~II , ... I ----;--l--- I -..-, . . __________-ti.._ I I ! , ~ / ....,.. .I - / . / tt-..:Uttjl I li- I / ~-r I / -~ -r"-." --"-'~'-""""",--",,-,-,-~"-, . , t~'.," ..0\ ~1'6" / I ---4 r ....... .. ----.---. 11. '" l\ -~ Qt.U~ M~l., tt;NG.t- c>>J. 9r\I"''' W.....l,.. ~~ ~~ w ~G.A~I @ Double Gate - () 'y', .."" .1,... " . --- -'- ~ - . _:i_-. .....:..- - Scale: 1/2" = l' .." . . . . "\f - . 'I . t r '? --4 @ Bench .------- .1 4"114 to~"ft.. ~-r~r' r-ve&... 1:> ""Ul ~ '9 .~~Q' .~. ~\)'-lV~. F1 ~ c... ~LJ.. c; IJJ/tv~f.tl.. - ~ p-I.. ~ lit... -tl (. I..JQlL4 t.GtJ fA I,... ~ \t~u>-(.. ft.t ~ ~H fcJo11 uc, . ~f ~f'~" 11\...1.. 7v~~L Al..l.. r~e? ~ ~l[c:..fC. "'.(,(;7(I!-Sl C()~'~"f1L faI'1'T ~ ,~O~. 1"~ll.O" Scale: Varies ~ . ~ .. " Scale: 1/2" = l' Design to evelopmen Drawings ermittin Only Associates, Inc. URBAN & ENVIRONMENTAL DESIGN 1404 We" S n Avenue, mpa. Florida 33606 TEL#(813)258. 7 FAX#( 3)254.4194 E.MAIL info@d The Resi 202 Wi Clearw ISSUE DATE 0/12/04 -- o Paving Enlarrgement @ Urn Scale: 1/2" = l' 9 N ...- 9 N o 7'-6" ~ M @ Arch Elevation Scale: 1/2" = l' White Marble Pavers White Marble Pavers Urn Planting Area - "" --t\ Field Pavers Light Tiles Dark Tiles to match pool tiles '. . .' ". .~ Letters Etched & Filled with Blue Epoxy Paint J) I I -1 :-; I ~I I ~vU~~ ~L ~WE.f' ~~ ~JJ.l-t~ ~ '~~IU4-J,~ .;.rw::.n.. ~~r J."....l.lM~ ~ vrpo~c;, ~.....~.~w~ ~~ .~ ..~ ~ ....~ tD.~ ;l-'~t-.L.. ~ ~!lfIL. 9rf~ ~"'~~~ H~ ~'f ~i(.) =~I ~I =- --.9 -.I \t" .....:) ! to --- , 6' " . i " 't.i 4' , . o Rinse Shower Station o Fountain Bench Seat Water Line Finished Grade. Pool Deck j~W~ t'L-vMa1r-J'1 U1J~, (l&OM~\Jtl,..DIf.J1 ~~ j"'~ ~t...tt> ~ z,vNJ ~""'ll'+ ~~.cr r-t.-~M!l!al u.~ 1ti t!>V,~I~ ~WU'L. IW~f'~ ~ ~~.tc. p,A"'~ lfIJ 4f'(,,()~~~ ~Ia\~' rt1tJ-t r.~""'" w ~U, ~Mf.i.-l-l..- ~ -t ;6p. t-A Vi fj..r ~~ (t ~'W .c::.~ ~ Vt3c> ! tj t;.. 0 ,\11" cJ f" CO l..O lJ..Up.J::t. CA~ SWlLt.- ~IC t..- 10 ~1U-~ ,AP-CH. [?1[-t"~1 \..- t:A'21 0tvlJt- ~~? I ~ ~1'7\\ ~_.__._- .... ... D.c.. . NAi-l- ft1V utA I U j .. . rev u.. tp.J ill I-i- Ie /-\.1> . Z, ~..V~;;J us . ~0L.VMU Pi'>.CAP 1"0 tv1,,b.1U1 ~p-c..u , t7 (1.b- ; l.- ' ~E.c II P It, f 0 c..:;>tv CL-O f= ! U j S.H \fJ.t\. l- L- @ Fountain Wall Colonnade Scale: 1/2" = l' .. .. 8" Smooth Troweled Border Control Joint Space Equal to Pavement Width or as Shown (typ.)- 1/4" width x 1/2" depth Medium broom finish at 900 to walk direction 1/4" depth x 1/8" width Expansion joints to be 30'-0" a.c. max. - 1/2" width (See Plan) PLAN VIEW 1/8" Wide by 1/4" Deep Saw Cut Joint (typ.) 1/4" Wide by 1/2" Deep Trowel Joint w/1/4" Radius (typ.) 3000 PSI Standard Colored Concrete with Fiberglass mesh 1/2" Wide Expansion Joint Filler w/ Recessed Sealant (typ.) SECTION VIEW Compacted Subgrade Undisturbed Soil @ Sidewalk Details Design D for Scale: 3/4" = l' Scale: 1/4"=1' elopment Dr rmitting On . Ings ociates, Inc. ENVIRONMENTAL DESIGN The Residen 202 Windw Clearwater COPYRIGHT @ o Shrub Planting Detail Scale: Not to Scale PLANTING MATERIALS LIST Qty. Sym. Botanical Name Common Name Specifications Palms 4 AA Allagoptera arenaria Seashore Palm 25 Gal. Cont. 4' Ht.x4' Sp. 3 BN Bismarckia nobilis Bismarck Palm 25 Gal. Cont. 6' Ht.x4' Sp. - LC Livistona chinensis Chinese Fan Palm FG 8-10' CT. 4 PhR Phoenix rupicola Cliff Date Palm 16' CT. Specimen Straight Trunk - PRo Phoenix robelenii Pygmy Date Palm 8' CT. ST 16 RE Roystonea regia Cuban Royal Palm 16' GW, Specimen 5 RE2 Roystonea regia Cuban Royal Palm 25 GAL. 12' OA. 4 TF Trachycarpus fortunei Windmill Palm 8' CT; 1 0' CT; 12' CT; as noted 14 WR Washingtonia robusta Washington Palm 8' CT; 12' CT; 18' CT. as noted 8 WF Wodyetia bifurcata Foxtail Palm 8' GW, Specimen ST Trees 4 MP Murraya paniculata 'Lakeview' Lakeview Jasmine 25 Gal. 6' Ht. 22 LJ Ligustrum japonicum Japanese Ligustrum 8' Ht. x 8' Sp.; Cont. 15 PA Plumeria Alba White Flowering Frangipani 8' Ht. x 8' Sp.; Cont. Specimen Variety to be determined 21 PR Plumeria rubra Red Flowering Frangipani 8' Ht. x 8' Sp.; Cont. Specimen Variety to be determined 4 QV Quercus virginiana Live Oak 5" Cal. B&B RPG; 6' CT 18' Ht.x 10' Sp. 5 TC Tabebuia chrysotricha Golden Trumpet Tree 45 Gal. 12' Ht. x 8' Sp. 3 TI Tabebuia Ipe Pink Trumpet Tree 45 Gal. 12' Ht. x 8' sp. Bamboo 17 BT Bambosa textillis Weaver's Bamboo 25 Gal. 8' Ht. Min. 5 Culms 7 BV Bambusa ventricosa 'Buddah's Belly' Buddah's Belly Bamboo 25 Gal. 8' Ht. Min. 5 Culms Accent Shrub (AS) - CAS Acalypha hispida Chenille Plant 3 Gal. - CAS Crinum asiaticum Crinum Lily 3 Gal. - HSP Heliconia spp. Heliconia var. to be determined 3 Gal. - NDO Nandina domestica Heavenly Bamboo 3 Gal. - PR Rhapis excelsa Lady Palm 3 Gal. - SRE Strelitzia reginae Bird of Paradise 3 Gal. - ZMA Zamia maritima Cardboard Palm 3 Gal. Shrubs Massing Plants (SM) - CIC Chrysobalanus icaco Cocoplum 3 Gal., 36" OC - CUV Coccoloba uvifera Sea Grape 3 Gal. 48" OC - IVS Ilex vomitoria 'Schellings Dwarf Schillings Dwarf Holly 3 Gal., 24" OC - JMU Jasminum multiflorum Downy Jasmine 3 Gal., 36" OC - LCB Loropetalum chinese 'Blush' Blush Loropetalum 3 Gal., 36" OC - RIA Raphiolepis indica 'alba' Dwarf Indian Hawthorn 3 Gal. 30" OC - VOD Viburnum odoratissimum Sweet Viburnum 3 Gal., 36" OC Ground Cover Plants (CG) - AAF Agapanthus africanus African Lily 1 Gal., 15" OC - DBI Dietes bicolor African Iris 1 Gal., 18" OC - RSP Rhoeo spathacea Oyster Plant 1 Gal., 15" OC - SPA Setcreasea pallida Purple Queen 1 Gal. 18" OC - TAS Trachelospermum asiaticum Small Leaf Confederate Jasmine 4" Pot., 12" OC Annuals - Winter Calendula officinalis Calendula 4" Pot, 8" OC - Spring/Sum Coleus x hybrid us Coleus 4" Pot, 8" OC - FalllWinter Impatiens wallerana Impatiens 4" Pot, 8" OC - Summer Portulaca grandiflora Portulaca 4" Pot, 8" OC - Winter Begonia x semperflorens-cultorum Wax Begonia 4" Pot 8" OC , Miscellaneous Landscape Items - Gravel Grey Granite Chips 1-1~" size baaaed. 3" Deeo - Mulch1 Pine Bark "Mini Chips" Bagged, 3" Deep in all Shrub Areas - Mulch2 Pine Bark "Fine Shreaded" Bagged, 2" Deep in all Annual Beds - Sod Stenotaphrum secundatum 'Palmetto' Palmetto St. Augustine Sand Grown, Weed Free, Solid Planting Notes: 3. The Landscape Contractor shall coordinate work with other contractors to insure a timely flow of work. Battens 2"x 4"x 8" Brace Pruned and tied fronds 1. The Landscape Contractor shall review all landscape plans and specifications and perform a site inspection prior to construction Report all discrepancies in site conditions and plans prior to commencing work. The Landscape Contractor shall be responsible for locating all know underground utilities, pipes, structures and line runs prior to construction. Damage to underground utilities by the Landscape Contractor shall be repaired by the Landscape Contractor with no additional cost to the Owner or Landscape Architect. 2. The Landscape Contractor shall be responsible for holding the fine grading of planting areas to insure at least 1 % positive drainage away from buildings and into turf areas, ponds, streets or other drainage ways. In addition, the finish mulch elevation at the buildings shall be at least 6" below finished floor elevation. Turf and planting beds shall meet sidewalks and flatwork at 1" below the top of pavement. 4. The Landscape Contractor shall be responsible for maintaining all plantings until final acceptance by the Owner. This maintenance includes keeping beds free of debris and weeds, all mechanical maintenance, fertilization, chemical treatments for disease or infestation, and watering. Rootball Soil Berm Two layer of burlap to protect tree trunk 5. The Landscape Contractor is responsible for verifying the plant material quantities prior to bidding. Notify the Landscape Architect of any quantity discrepancies prior to construction. Plant quantity discrepancies discovered during construction shall be the responsibility of the Landscape Contractor. PLAN Three 2x4 P.T. wood battens with two steel bands to secure battens. Provide min. number of battens required to prevent steel bands from rubbing palm. 6. All plant material used on the project shall be "Florida No.1" as described in the latest edition of "Grades and Standards for Nursery Plants", Parts I and II, by the Florida Department of Agriculture and Consumer Services. Refer to details for further quality specifications. 7. The planting soil used in the planting operation shall be a natural, friable, fertile, fine loam soil. It shall be certified to be free of weed seeds and pathogens. It shall also be free of litter, sod, clay, stones, roots and stumps. It shall have a pH of 6.5 to 7.5. Minimum 2" mulch Soil Berm 8. Substitutions will not be permitted without the Landscape Architect's written approval. 9. Contractor shall provide a written guarantee to the owner for all trees, shrubs, and plant material for a period of 1 year from the date of final acceptance by the Landscape Architect. 11. The planting bed shall be properly prepared to receive the plant before installation of any plant material. Soil preparation includes removal of all non indigenous materials including, debris, construction materials, invasive plants and weeds, etc. Hard to kill weeds such as Bermuda and Nut Grass Sedge, shall be chemically removed by two applications of herbicide a minimum of two weeks prior to plant bed preparations operations. Contractor shall demonstrate that all invasive weeds have been properly removed from the project site prior to commencement of planting operations. Any invasive weeds found in the planting after installation shall be cause for the removal and replanting of portions of the project as deemed appropriate by the Landscape Architect. o . .' 1r1 i _=c';. . 1=': ':: \.! ,[,c:li I.! .:C~41 11"-. ;" !"! i . '1Iil\I::~rll' Palm Planting befalr~I' Planting soil as specified provide pit clearance around root ball of 12" on all side. 10. Contractor shall remove tags, labels, nursery stakes, and ties from all plants after approval of installation by the landscape architect. Scale: Not to Scale 12. Contractor shall provide certified soils analysis for existing soils on site and all imported soil. Soil test shall identify soil pH, organic content, and micro nutrient content. Test shall make recommendations for soil amendments. 13. Contractor shall maintain a clean construction site throughout construction. This shall include the daily removal of tools, contaminated soils, rocks and clods, and debris each day during construction. 14. All landscape areas are to receive 3" of mulch covering the disturbed planting areas. Mulch shall be installed at the time of planting. See Planting Schedule for mulch specification, 15. All palm trees shall be staked and guyed as shown in details. Staking shall be left in place for a period of 90 days after acceptance of the project by the owner. The contractor is responsible for removal of all staking material. Plant Shrub so that Top of Rootball is Above Adjacent Grade. Shrub Minimum 2" Mulch Soil Berm to Retain Water at Plant Trunk L Prepare Planting Bed Throughout Ground Cover Area. Minimum 12" Depth of Planing Soil in Groundcover Planting Beds. I Supplementary Note: Plant material quantities are provided for preliminary cost estimate purposes only. Final payment to the contractor shall be for actual plants installed on the project. Landscape Contractor is responsible for verifying quantities as shown on plans. Planting Soil Mixed per Landscape Notes Provide 6" Minimum Pit Clearance Around Sides of Root Ball. Set Root Ball on Undisturbed Soil. Note: Prepare Planting Bed, Plant hole and Back Fill Material in Accordance with the Details and Written Notes. Slope Finish Grade of Planting Area 1/4" per foot to Drain to Edge of Bed. Set the Plant so that the Top of the Rootball is 1/2" Above Finished Grade Adjacent to the Plant. Align each Shrub and Groundcover Plant so that they are Planted in Straight Rows, and Equally Spaced at the Distance Specified. Cover Planting Bed wI Specified Depth of Mulch. Keep Mulch Away from Trunk of Plant. '0' Plant Spacing a- 12- 15- 1a- 24" 30" 36" "A" Row Spacing .53- .a7- LOa" 1.30" 1.73" 2.17" 2.60" Number of Plants Per Square Feet .3233 .87 1.35 1.95 3.46 5.425 7.8 Quantities and Spacing of Shrubs as Noted in Plant Schedule. Plant Center Plant Row @) Shrub Spacing Detail ~ Shrub Spacing, o.c. o ~ Locate Plants in a Triangular Pattern, as shown, + Spaced Equidistant from Each Other at Spacing Specified in the Plant List or as Shown on Planting Plan. Scale: Not to Scale f~ du ft: (!i;',-~, n. . IFf' -if!'.r:---..' t;-- th"l !t.' i: \1' 1(" r~7\1 -..' ", ,~! 'I. ,MN !l ,~g~ Jl/lJ . '~~'-":_',~-~. ' - ...~..,,.. '''~'" ..,."'t-"'-""'~-'-:~"'.C""'1' ,"':"""","-"""l;'; _ OP, N fl1Hir ~ :.'jjE~t ~l velopment ermitting ssociates, Inc. AN & ENVIRONMENTAL DESIGN The Resi 202 Win Clearwa ce at Windward Passage rd Passage ach, Florida ~ .. ~ .. " f!j North I 0 10 20 1" 40 , 60 Scale: - 20 Notes & Details L-201 COPYRIGHT @ o o o CV--Q ~ j I I l 1 ! I I ! f ~ I I I ! I I o o o ri \\ , \ \ \ ~ ~ \ \ \ \ \ \ <\l 1 \ \ o t-i I I ~ ~ I I I . t I i I ~ t I j t I o cr-f I i I I I I I I I I II I I ~ I I I I I t I I o o o o o o ,\.{;l\ \\ \'\ \ \ \\ \\\ \\ o ~/"\ \\ \\ \\ \\ \\ \~ \ o o o 0 o o m Desig n D for velopment rmitting I o I 10 20 Scale: f' - I 60 ssociates, Inc. AN & ENVIRONMENTAL DESIGN ce at Windward Passage rd Passage ach, Florida f!) J. ,,- , North j 40 , 20 Planting Plan L-202 COPYRIGHT @ XREFS: TILB ASP A FPl A FP -PEN US S_ CoI-l L LS-lite ASP-temp 0) ~ -q o ..( /' +- C ~ ::> U /' Ul 0) C .~ ~ o "<t o o /' (J) 0) o Ul Ul o a.. I? o ~ E -go. .- N ~~ 0(') "<t@ LOLO (')0 00 M"N o , 00 NN /'>- ~ 0 ~~ '0.. I- C ~O C-o o (J) (J)+- ?g /' a.. LEGEND NOTE: SEE SHEET A-l02 FOR FENCE DETAILS <) SECURITY CARD READER d SECURITY GATE - AUTOMOBILE c:::::J ova SECURITY GATE - PEDESTRIAN 6'h ALUt.1INUt.1 FENCE --e-- ALUMINUM FENCE WITH CMU 1'4" x 1'4" x 6'h COLUMNS AT 10' D.C. LANDSCAPE WALL - CMU W/STUCCO FINISH WITH 3'4" X 1'6" PILASTERS g N15' D.C. ([B) FIRE DEPARTMENT HYDRATE CONNECTlON ~ FIRE DEPARTMENT STANDPIPE CCJ4NECTlON INDICATES HANDICAP PARKING SPACE c:::::J c:::::J =-= HANDICAP PARKING SIGNAGE .. + + "rnA'SIi +SJ tGlNt+ ~ ++++ +.f-Ft.E}.+++ +1 +... + + + + + I + + + + + +.J [JJ ill FD HB t ~ ~ DESIGNA TES PEDESTRIAN WALKWAY SANDSET PAVER SIDEWALK & DECK CONCRETE PAD FOR TRASH STAGING AND CAR WASHING ELECTRI CAL TRANSFORMER DRAINAGE GRATE - SEE CIVIL DRA~G FOR GARAGE SLOPES AND DRAINAGE GRATE SIZE. HOSE BIB SEE SPECIFICATl~S SECTlON 02B21 AND ELECTRICAL PLANS FOR SECURITY REQUIREMENTS FOR EACH GATE TYPE 9 0 o o o GJ _ J o 0- <;> o QUO 0_0 o ;<? o cD 0 o 0 Q: 0 o o '" q o o 0 o o Ou!b 0_0 o o o Q 0 o o Q o 0 00 o 00 o o '? o o Q 0 o Q <i' I I o Q o o o o o o o <:1 I cD 0 60 0 I r191~ol~lSURI~ AN!lla~~I'WAtK, Tl~IE ,fr~:\mal+ft _. ..u _ . ,I IILJl. IJr I . Q o o Q o o o Q o o o o o 0. o o o o 0. 0/0 o o Q., o o I o o o \ \ o o ' \ \ b :a cJ~ / 10'),' / -i~' :~\0 ~~, .,~ IQ~' ~" ~'I. ::\'0 ...>..<;:). <&S /. ~ ~. c.." 0'- ?:,'O!:> .~~, '0. . ~'!) ~f}< /' ~ ::\'O~ ,,\'V' WS ~~ CJ / 0. -- o --- --- ,./" ~ . I -., I i.. COVERED I em- I === /'" ,,/ /'.:--i /, / / / < j L tl . I I d. ,I I I i ~(jP , sED ROOl:"':I:US \-\ I 1,1 fl I i PROPOSED POOL I[ === t I, ! " \ , \ POOL AND ;O~llANDSCAP[......PA. CK..E.GE,......soum,'Wf,.. ... \\~\\'\\t~\\ '- PRIVACY WALL TO BE PERMITTED UNDER SEPt, ~\\\\ '\ '- SUBMITTAL, \ "'" \ I' o__*__nu , ! I ! i ~ l ATE MOTOR SECURITY GATE - ~~~~->>>>>>"~ - GATE MOTOR .., ~ r1I ..~~.='*. -.......... '" =50.00' A=Bior CHD,=73.14'(D) 73,15'(C) CB=N59'31'26"W(D) CB=N59'31 '41 "W(M) w=~ o Juliilll' ' :0 '0 I -<C. ~ ~ ~c," 11.' ~ I$t" .,,~c.." ~,\I.~ ~\';),,1. . c..y,.'V' rjI''O 1'Orjl ."I$t" # ~ ~ 1.1.']..'].. 0- 1'V':S -....c:J>"' ;# '0. ~ c,~\' .-------= / / / / / / / ~ ;p D- 'DOCK SIGN AGE : & POWER ~, (~ --" /' 'I ~ M~~'~;:<<<<-'>=-= -- .... . <0 I -:.r N I FD " " == =r=~ , <C \ " << [JJ[JJ .>? R';SwtrA=3-2;fB' CHD.=31.62'(P&M) CB=N30'57'3S"W(P) CB=N30'51'34.~) ., Keyplan IJ [] ,,*"'\) 1f . o I 'i:n ;:. .:.. 9'-0" 5'-0 12' -0" , =1= 1 ==1==" SEE CIVIL DRAWING FOR GARAGE SLOPES AND DRAINAGE INFORMATlON -- [] [] == = = === === === = = = = = [] . o I 'i:n [J ~);" " " .... I o I ':oct- N --TO SEE CIVIL DRAWING FOR GARAGE.JLOPES AND DRAINAGE IN FORt.1A TlON .... 21'-5" l' " El [] TRASH Cet:tEelIO~ ROOM I~ f ~ %,......-- r;c . ' , (). ~ "' rh, i'-. . J I I === f] [] === [] EI == ~~>>>>>>>><<<<>>>>- -~~~~ LOW WALL REQUIRED TO SCREEN PARKING " @ ..... l?' , N49.2{41"W 320.0G{P)" 32D.09;fM) .. . .. .-. FIRE LAN E 'MNDWARD PASSAGE 60' RIGHT-OF-WA-Y 26'- ASPHALT PAVEMENT 2' CONC. GUTIER /\ ,,'<-- O~ ~ WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION J 02 OF THE COPYRIGHT ACT. J 7USO. AS AMENDED DECEMBER. 1990 AND n'OWN AS ARCH~ECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. CD SITE PLAN 1'1.- 0' 5' 20' 0~ ~12* [] ,- -t- 40' (1) STORY C.B. S. S49"23'41"E 1.36.76'(0) NEW RETENTlON POND TOP EL. 5.0 - 80T EL.3.0 c::==:::J i c=:=:=::I ! = "~=I~ .~," i I , i =* ,~=~i=,~ ~. i .... EI ~ = ~ 5'-0 )7'-n" === = = 0. [] ".. lJ c::==:::::::I i c:===== ~ >;>;_: *;.:..;.;.:. --=- " , - . . t: ~;:;;. i:;. :;, b.. ,>. - - ----------- -------- - - __ _______________n_ " ./:' ~ "- " T I 110'-0" 1 I I I I I I FH . CD I 'i:n r<) /4's, "'J'A ~( 1',0 ~~~ i/.'I' " 80~" " '" " = [==:J c::==:::J c::==:::J c::::=::::::I FD $ t I I f 81'-0" B .uuuuu...... 63'-1" ! mmmnlm ! ! ! m ! ! ! n ! I ! ! . [] + +1;:++;t+ + 1~~ +s;r tGlN'G+ +-'Tl~I:N + (,+ + .p '"=l! + + +++++ +++H13++ [:, ." ., kt--... "-__O"} SCALE: 1" = 20' - 0" WHEN PLOTTED AT 24 X 36 .~.. .' ""."-""., st d t? ""'.... .. '\~-- ........~.t(:' ~ $-' f"-$ ...::: )I) ,l.;"J .... PROJECT NO. 03540 '" ~ ~ ~ ~ ~ ~ ~ ~ / :e: .", <D <D o ~ C'l ~ ~ Vl r{" 4 i ('1, !P b- REVISION 2 ADDENDUM #2 - FEB. 14, 2005 SECURITY & GATE REVISIONS TO THE 51 TE PLAN. ~ REVISION 3 ADDENDUM #3 - March 30, 2005 REVISION TO MONUMENT SIGN: MONUMENT WALL TO BE PRICED BY CONTRACTOR, CONTRACTOR TO PROVIDE ALLOWANCE FOR FUTURE SIGNAGE; REVISE RAMP LOCA nON BLOG DEPT COMMENTS 4 REVISION #4 - MA Y lB, 2005 REMOVED MONUMENT SIGN, POOL AND POOL LANDSCAPE PACKEGE, SOUTHWEST PRIVACY WALL TO BE PERMITTED UNDER SEPERATE SUBMITTAL & REVISED HC RAMP LOCA nON LEADING OUT TO THE DOCKS R. !",".' \J f r--.. -. .''''''' . \t:. l~t~U BPRC Submital: Date Plotted: May 20. 2005 Date Issued: January 10, 2005 Revisions: & Addendum #2 - Feb 14,2005 .&. Addendum #3 - March 30, 2005 ffi Bldg Dept Comments, May 18,2005 I (.;:J~)/~/.,,/M>- .. <<;;2)) I !::P:~/i<'Z,>(;U~I_cX,/p::<[~ ~::7 C-l1;-k$e:~r;-f!f , Eag~OW MAY 25 2005 & DfVElOPMENT SVCS ilT'v ~--cu:.AAWAlER 03540 CONSTRUCTION DOCUMENTS A-l 01 ,"', "(, ~ 1:( o ..( ./ C Q) .... .... ::::> U ./ V> Q) C .~ o o --.r o o ./E Q) Q. Q)--.r ~~ V>Ll) 2l.@ -OLl) 08 ~N -go ~';; o 0 --.r-' Ll) .. ('I) C ~o ('1)-0 OQ) ~::: ~.Q a.. a.. XREFS: ffiB A_SP A.FPl A_Fp.PEN L_LS S_Col-l L_Ls.me LEGEND (> SECURITY CARD READER SECURITY GATE - AUTOMOBILE NOTE: SEE SHEET A-l02 FOR FENCE DETAILS o o II II r 1 i I r r / / / / / / / ~ .... === === .... [] , ---~.~-:",--:-- ~ .\ -I I 40' (1) STORY C.B.S. ". ~ ~ ~ ~ ~ ~ ~ ~ 1 I ! 10'-0. ! I I I I I I d c::::::J 6'h ALUMINUM FENCE SECURITY GATE - PEDESTRIAN ~ ALUMINUM FENCE 'MlH CMU 1'4" x 1'4" x 6'h COLUMNS AT 10' O.C. LANDSCAPE WALL - CMU W/SlUCCO FINISH 'MlH 3'4" X 1'6" PILASTERS @ N1S' O.C. '@) FIRE DEPARlMENT HYDRATE CONNECTION ~ FIRE DEPARlMENT STANDPIPE CCA'-lNECTlON INDICATES HANDICAP PARKING SPACE --a--- c::::::J c::::::J '-'; , =-= HANDICAP PARKING SIGNAGE DESIGNATES PEDESTRIAN WALKWAY SANDSET PAVER SIDEWALK &: DECK + ~/~S\:l +SIft:GlNt+ - + + + + }~'C}+ + + + - +++++~ +++.+:++ CONCRETE PAD FOR TRASH STAGING AND CAR WASHING [!] ELECTRICAL TRANSFORMER IllI FD DRAINAGE GRATE - SEE CIVIL DRA'MNG FOR GARAGE SLOPES AND DRAINAGE GRATE SIZE. HB t HOSE BIB <0 o '? '? o .".... '? 0 o Q <;:> ".~~ : I~ o 0 ". o Q o Q ; o 9 Q <:> o Q Q Q o Q Q Q o Q o o 00 " # 1-"" o Q9 i I i I i '?1> I ] j o 9 ~ o I i t , ~i I I r. I f-. --j Irll 11'1 I i I o ?9 o Q' i o o o I ~ ,. o. Q " Q o o o Q <:> o ii-rill! i 1,1111 ir~jim ,It!!~1t~~'~, ~~~i~ [J1flrl' ~~, ~4~, -I~I~ ~~fl~ll~ I, I I' 11~.lli'll III LJ"lli 11!llllil'IIL.i: I' I' illlllllll 11,11111IJI,IIII11LIIIII,i I j i[ ~'~T . = == = = , 9ATE MOTOR SECURITY GATE - .,,,'-... . ' =SO.OO' A;82.0r CHD.=73.14'(D) 73.1S'(C) CB=NS9.31'26"W(D) CB=NS9.31, 41 "W(M) Keyplan -- R=SO.OO' A=32.18' CHD.=31.62'(P&M) CB=N30'S7'3S"W(P) CB=N30'S1'34"W(C) . Cl I a, ~ ---,,"~..,,-...- ... . CD I '+ "" I FD [] 1 b ~I [] 9'-0. ,5'-0 12'-0" === = === = == C==::::::I ~ C==::::::I C==::::::I c::::=:=::::::J === = = = [] . ,bj D 4j , .... . Cl I '+ "" 1.lm SEE CIVIL DRAWING FOR GARAGE SLOPES AND DRAINAGE INFORMATION - . - 21'-5" l' , [] )- hi I' 1x> : , == . o I a. I TRASH ,I : Cett:EefIOt'.',' ~ ROOM : ,:,'1 I, 'I : II ,1 :: " . 'I /1\ ,\0 ()\:-- ~ [] =1= ~\.G\ II>.' , \Sl '\ .~\.e,,\ .,,1b.~~\~~ , e,~\). e,o/''6 ::\'09>'<;) .~\Sl' # , ~ n')..').. v. ~\l fJ:>\ b." .b." ,. o. ~ 1~~o/'~ ~ ;7 D- :~~~~ /' / "...,..-,1'1. .. u' /"" i? .~ . ~ . I I c::::==:::::J : c:::=:::::J c::::=:=::::::J c::::=:=::::::J c::::=:=::::::J c::::=:=::::::J c::::==:::::J c:::=:::::J c:::=:::::J [!][!] -- ~..., - SEE CIVIL DRAWING FOR GARAGE SLOPES AND DRAINAGE INFORMATION - [] [] = = = === === [] [] [] B LOW WALL REQUIRED TO SCREEN PARKING (4 FEET) (Rj) -... v N49.23'4-1"W 320.00'(p) 320,09'(M) -. FIRE LANE 'MNDWARD PASSAGE 60' R1GHf-QF-WAY 26'ASPHALT PAVEMENT 2' CONC. GUTTER WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E ety Hwy 30--A. Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003 THESE PLANS ARE COPYRIGf-lTED AND ARE SUBJECT TO COPYRIGf-lT PROTECTION AS AND "ARCHITECTURAL \'lORI," UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITEDTO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. SITE PLAN -....0 20' 549"23'41"E 136.76'(0) FH ~I ---'i- - - /cfs' -1JA ~ l'/) ~~~ if/l' ~ "" "" ~ ~ &. " ~ ~os' " 10 80~" "" NEW RETENTION POND TOP EL. S.O - BOT EL.3.0 '00 I a. I") r I i "" . f~) ~ " "" === =1= I M'~ 1<1 FD 81'-0" ~ [] ~ [] 63'-1" .l ~ S'~O ~ = = 0. [] D [] . [] + ++++++ + "mtsl;:l +SI I~GINt+ ++ARa++ + + .,J.' Lf' + + +++++ 'r +++HB++ <r-, GATE TYPE 2 lit .:I! Jill , I I: , , ".'::...--'---- - --y--- --- '- ". '.. "" '~>iJ,'$, s ;--, <&> ~ GJTE MOT ~ a:> ~ ~ t/) ~ ~~, '''... ""'<'''-.. ''''-<, ,~. " ~"'. '''''..-...... '", " SCALE: I" = 20' - 0" WHEN PLOTTED AT 24 X 36 " BPRC Submital: Date Plotted: January 10. 2005 Date Issued: January 10, 2005 Revisions: -.. e ~ i d (;' t) -i._ ' (.... ~ ~ (. v ,f, ~S' ~ l'" "i ~ / \J~. \~{~ ('o:),I, " . ' ." ("2',/):'. ~"7//;:~N0-r'1" rf"/ "';/ O,,.j.-d',/I" PROJECT NO. 03540 : 03540 CONSTRUCTION DOCUMENTS ,/ // /' ,,;:--' A':101 X' " I XREFS: TTLB Ol ~ --q N o .( / - e (1) t: ::> U / Vl Ol e '3 ~ o -.t o o / (1) Ol o Vl Vl o a- Ll (; ~ E -go.. .- ~ 5 .. oC") -.t@) LI')LI') C")o 00 C:;N o . 00 NN -;;:>- - 0 ~2 '0.. '- e ~O eLl o (1) (1)- )g /a- "VI I. "~I ". " ""0" " " 5:R: v" "r--- I I "en I 12" MASONARY WAll -I #5 AT 24" O.C. II ! I I II II PRECAST CAP ---" ~I I Lo 12" CMU WAll WITH STUCCO FINISH TO MATCH BUilDING. II ~ L WF5 FOOTING 4'-0" X 5'-0" X 1'-0" (4) #5 l. W. BOTTOM BARS (5) #5 S.W. EMBED ALUMINUM RAil INTO EPOXY GROUT WHERE ALUMINUM FENCE MEETS CONCRETE PIER OR W All. (TYPICAL) l' -8" / PRECAST CAP A'~ /'! r 1=- Ii : f' I' I II I' ,I I I I I II I I I ~ II I II I II I II I [1- .J I ~ _._ ::..J 13" / / / } / 3' 3' 1- / I -I.. =0 ~ ~ f- " =vl 10 "~ (/) " =21 ~ f- F3 ~,'"~",!',,,"."..'. ,'- - .' - ~ I '~' - . .: i . ' , ! ' . , .... (4) #5 #3 TIES AT 8"0.C. F3 FOOTING 3'-0" X 3'-0" X 1'-0" (3) #5 EA. WAY BOTTOM BAR TYP. - PRECAST CAP 5:R: -<t"j._ 3'-4" ! CMU PILASTER WITH STUCCO FINISH TO MA TCH1 BUilDING. -cD! l=r---! I "en I - PRECAST CAP CMU WAll WITH STUCCO FINISH TO MATCH BUilDING. I 5 AT 32" O.C.- o II - =..q-l ~~- L _ _ .J 1 ----I . . . · · "_....j ....;.... - I - -'4--ly-------L / f ~ j f I II I I II I II I F4-5 If f. I . . i · L, .1 II- /rg , . , .. . Ii .in .!, ~.~ #3 TIES AT 8" O.C. ( 1 0) #5 ~ "v . ";"1 ~ l' "v ";"1 ~ ~ -v . I~ "~ f- l WF3 II 4- L "v ~I .L --r- " =",: I I ~ -~~ )} 3'-4" . PRECAST CAP ~" 3" I / "r--- I 'LD I . .J _I .=-J , " = I F3-5 o ~, -~f1 0 -~ (/) I " "0 " 5' #3 TIES AT 8" O.C. (10) #5 / -. " f.r) I FOOTING 3'-0" X 5'-0" X 1'-0" (3) #5 l.W. BOTTOM -l BARS (5) #5 S.W. PRECAST CAP 5:R: v,. 3". I if- ." I .' I CMU PIER WI TH STUCCO FINISH TO MATCH BUilDING. =r---I I Lo 3'-4" ,L- ="..,:c_.- 3" ,r I' /- .... '2 I " I -;.q. 10 "~ (/) '1- o .... WALL/FENCE DETAIL BEWEEN POOL AND YACHT CLUB) " -VI ~ SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 l' -8" / I' II I I II I I I II I I I I 'I I I II I II I II =, I ",- " . , '1 II ! II I =r;-I "LD !! I I !!I ! !I II ILi I! -;.q. I I .... -. '1- =0 ~ ~ f- "v 10 -~ (/) r ~~~ , I 'f I !! ! I! II 3' ;'-. ,r--- 3' /' PRECAST CAP !! I I ' I ! II I ! !! I I II ! , F3 '} ~',""'~"."...'....'..'....".' . . . : 1 I . , . (4) #5 #3 TIES AT 8"0.C. / CMU PIER WITH STUCCO FINISH TO MATCH BUILDING. ~ ./'- I F3 FOOTING 3'-0" X 3'-0" X 1'-0" (3) #5 EA. WAY BOTTOM BAR TYP. FENCE W /PIERS TYPICAL PROPERTY LINE) n I II INST All FENCE SUPPORTS PER MANUF ACTURER'S RECOMMENDA TION SCALE: 1/2" = 1 '- 0" WHEN PLO TTED AT 24 X 36 I Keyplan i cD I' II, I 1}4"} (~AJI) (TYP ) I I ' I II II I I II II I - 'I . . 5' F3-5 u:J - . . ." - . .CQ . . . ., .!l . #3 TIES AT 8" D.C. I. I ~ =-- ,- __or II II II I II I I II I I! I I I I II II I 8' 8' MAXIMUM DISTANCE BETWEEN SUPPORTS ! II I .J~ .=-L (10) #5 ;' I EMBED ALUMINUM RAil (TYPE 4) INTO EPOXY GROUT WHERE ALUMINUM FENCE MEETS CONCRETE PIER OR WAll. (TYPICAL) I. I I \.! I' . II - .-1' ..' : I '4;", .~. .' 'II, -,' I /:~_/ I 20" MAX. / !f (TYP) 8" MASONARY WAll #5 AT 4S" O.e. CMU WAll WITH STUCCO FINISH TO MATCH BUilDING. WF2.5 / I , "", I FOOTING 3'-0" X 5'-0" X 1'-0" (3) #5 L.W. BOTTOM " BARS (5) #5 S.W. PRECAST CAP Sf::' '9', . 3" / .'- - I !',',. I II I I I I "\ I -01 -~! II I I _I~~~~L_ -~~~="..,~ -.- 3 ~ /- r--- I -en 3'-4" . . .J1 .=-J 5' / I / I " I " "2 I F3-5 .... I I "1'0' -v 10 -- (/) l' o " T- #3 TIES AT S" O.C. ( 1 0) #5 WALL/FENCE DETAIL TYPICAL STREET SIDE) !I -;1 ~ I' ,I;' , '1" I 'I - I !, ~II !I ('I I II II I I !I I I !I I !I I! I! II I I I I I! I I I II I il !I ! !I II ! ! I I I! I ! I! I I I II II I i II ! II I .I .1 SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 "! ~I - I I II - , I! I 11 ! Ii Ii I I! I I I II I II I II I I ! I! I I! II . . I II I II I II I ! Ii I. ! I I! ,j I IJ INSTAll FENCE SUPPORTS PER MANUF ACTURER'S RECOMMENDA TION FENCE TYPICAL ALONG SEAWALL WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E cty Hwy 30,A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~~;;I<+< @J2Q03 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIG~T PROTECTION ACT OF 1990T~E PROTECTION INCLUDES BUT IS NOT LIMITED TOTHE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES ANO ELEMENTS OF THE DESIGN. SCALE: 1/2" = 1 '-0" WHEN PLOTTED AT 24 X 36 ~L~6id<~11(,,>- " . (::~ q; ~s' ..c ~.. ~ tt I (......~;)/",/"/..~~ .J (?.........r...........^...::,:;;2.' ...........,........_............~..l.........{....#;...,..."'.............#'......$ ........."'" ........_....... .~7~"'#C?l-C~r.l';flf'Z:r#:-'l: ~'. ::7 .co:, .",..,,,~..~'T "'; I PROJECT NO. 03540 1'-S" PRECAST CAP 4' ;' " "- Sf::' -<t"{. I f'O " }-...I I LD '}4"~' (MAX.) \TYP) I .1 z :::;;: =cDl I -VI II I I, [1- .J -, ="..,: C _._ ::..J 3" I' .r 3' / / '} I =0 ~ ~f- ~ F3 110 -- (/) I I , 1[fR'''''''; < ., -, . . - -'), , >,' 'I ~ .! < ; : .,. .......... S'I~ , PRECAST CAP l' -8" " / " .... ~I I " -- d~- '[ ~-l I ,,'0' 12" STONE TilE WITH OWNER'S lOGO SECURITY SYSTEM SEE ELECTRICAL DRAWINGS I 1 I !I -r--- "I I II LD II I II SELF CLOSING HINGES I I, [1_- .J -l =1'0: L=: _. _ ::..J 3" )! / 3' / I / " bl~ ...--'1-- F3 r II::',............ ,'_ '_' c'-' - ., . - " -', ! J . . .:. : /, /. ",< I, . / 'v 10 "~I(/) 'i< DeL ~ r- f- { (4) #5 #3 TIES AT S"O.C. F3 FOOTING 3'-0" X 3'-0" X 1'-0" (3) #5 EA. WAY BOTTOM BAR TYP. ENTRY GATE TYPICAL STREET SIDE SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 & [1- -.J_ "' I ....:.... ,_. -=- I b" L-- ~ 13" )' ~ I, 11-- ,. - ! BLOC DEPT COMMENTS 4 REVISION #4 - MA Y 18, 2005 REDUCED FENCE H[fCHT, NOT TO EXCEED 6 FEU IN H[fGHT. FOOTING SCHEDULE MARK SIZE DEPTH WF2.5 2' -6" CONT. l' -0" WF3.5 I 3' -6" CONT. l' -0" WF5 5' CO NT. l' -0" F3 3'-0" X 3'-0" 1'-0" F3-5 3' -0" X 5'-0" 1'-0" F4-5 4' -0" X 5'-0" 1'-0" .....,..", '---'J' 111-'-' f"IN"'- ...."', " ' "'- .... ,. , ;"". \-->. . . i .... }~". , .. 1; '... tt, ,~; :~"t{~ -~'"!'f,l' I~) ~ I ~ow~ 11 UU MAY 25 2005 ll!J PLAN~~ ~rb~~~~~~~ svqs I REINFORCING EACH WAY REMARKS (3) #5 CONT. BOTTOM WALL FOOTING (3) #5 CONT. BOTTOM #5 AT 12" O.C. TRANSV. WALL FOOTING I (4) #5 CONT. BOTTOM #5 AT I 8" O.C. TRANSV. WALL FOOTING (3) #5 BOTTOM EA. WAY I (3) #5 L.W. BOTTOM (5) #5 L.W. BOTTOM (4) #5 L.W. BOTTOM (5) #5 L.W. BOTTOM I MASONARY COLUMN FOOTING MASONARY COLUMN FOOTING I MASONARY COLUMN FOOTING BPRC Submital: Date Plotted: May 20. 2005 Date Issued: January 10.. 2005 03540 CONSTRUCTION DOCUMENTS Revisions: & Bldg Dept Comments, May 18,2005 A - 1 02 Q) ~ -q N o ..( ./ C Q) t= ::::> U ./ V> Q) C .~ o o ..,. o o ./E Q) 0 Q))'o... ~'-!{ V>)'o... J:@ 12~ 00 ~N "0- C~ ~~ 00 ..,.-, ll') .. ('I) C ~O ('1)"0 OQ) ~:::: -:':'.Q a.. a.. XREFS: ffiB f - 'I. ~. ..;''t- -..;' , I! <0 -..;' I I 12" MASONARY WALL -I #5 AT 24" O.C. I 1 II II II -I~ L PRECAST CAP ---- PRECAST CAP ~t 3" ~ 12" CMU WALL WITH STUCCO FINISH TO MATCH BUILDING. 3'-4" PRECAST CAP _ 'i-- "'.q- &: VI 3'~ PRECAST CAP ---.11 .::J (10) #5 SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 PRECAST CAP , , S;;t ') I ,) i I I EMBED ALUMINUM RAIL (TYPE 4) INTO EPOXY GROUT WHERE ALUMINUM FENCE MEETS CONCRETE PIER OR WALL. (TYPICAL) CMU PIER WITH STUCCO FINISH TO MATCH BUILDING. ":.q- I ill u/ I 1 -..;' I II II ~ -Ir-~.- -r L - L -~ n.. · - -~-})~ -- j 20" MAX. / (TYP) 8" MASONARY WALL #5 AT 48" O.e. CMU WALL WITH STUCCO FINISH TO MATCH BUILDING. -j WF2.5 !I I PRECAST CAP ~l ":.q- I ill PRECAST CAP 4' t o " -- ~ :::;;; 1 i .14" ! f {1 (~AXi) 1hA.) I ' l' I ill I -..;' 11_ .J I _ · _ =-..J l' -8" / / - 'I. ~: ..;'>1. r 'I _JJ-o-l' "I', ii D cPt ,'!., i ' I : , ! I~ PRECAST CAP 12" STONE TILE WITH OWNER'S LOGO SECURITY SYSTEM SEE ELECTRICAL ORA WINGS SELF CLOSING HINGES / ENTRY GATE TYPICAL STREET SIDE '\ ""', ~ \'\\'~ 11_ .J - -" L::: _._ -=- I 1-0). pJ-- ~ t 3' ~, I o ~' "'0::> I 01 L CMU PILASTER i WITH STUCCO J FINISH TO MA TC~ BUILDING'--j i CMU WALL WITH STUCCO FINISH TO MATCH BUILDING" co I in " I 5 AT 32" O.C. 1 II WF5 - "..;' I , -~t-r- L -..;' I ill 3'-4" WF3 II ":.q- + ;-L L_~_'_ ~ / - 3'-4" iL- -" ~ 1-0). :3" · - .- )( . ---.1-r- .=-L II " / ~-1 "" r .1 -)~" I -..;' I CD 3'-4" - ---.1_ .::J - n~~}i ot~ ~ I- '" I ~Iid ~Ul 1- o~ ..-! ~ } 3' t , F3 !- - -- I I. (4) #5 #3 TIES AT 8"0.C. " ol~ "---!I-- F3 SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 REMARKS WALL FOOTING WALL FOOTING WALL FOOTING MASONARY COLUMN FOOTING MASONARY COLUMN FOOTING MASONARY COLUMN FOOTING ___---.11 ~ft - ~ ~ --- - ':-J - l' ---- ': , F4-5 t -..;' . I~ - I- 'I. --j -..;' I 0 ":.q- - Ul FOOTING 4'-0" X 5'-0" X 1'-0" ( 4) #5 L. W. BOTTOM BARS (5) #5 S.W. ":.q-. -~!~ I { #3 TIES AT 8" O.C. (10) #5 - -'i. 1 F3-5 5' . / 5' t - I :16 ~Ul I Tn "9L - I' r- . i - .; I- i - I. , , ~.,~ ! .. '[' , - . I I -- . ~ , f , o F3-5 , #3 TIES AT 8" Oc. 1-0 ~jlO -~ Ul " I CY ~I : ). FOOTING 3'- 0" X 5'-0" X 1'-0" I (3) #5 L.W. BOTTOM _~ BARS (5) #5 S.W. , {r:] '. i :[j . I --" , h FOOTING 3'-0" X 5'-0" X 1'-0" (3) #5 L.W. BOTTOM , BARS (5) #5 S.W. #3 TIES AT 8" O.C. ( 1 0) #5 WALL/FENCE DETAIL BEWEEN POOL AND YACHT CLUB) WALL/FENCE DETAIL TYPICAL STREET SIDE) EMBED ALUMINUM RAIL INTO EPOXY GROUT WHERE ALUMINUM FENCE MEETS CONCRETE PIER OR WALL. (TYPICAL) l' -8" _ -../ PRECAST CAP I " " I \ r-) ~ I I II 11_ .J I .1" 1--=- _._ =-..J -'f~ fr 3' t , l' I 3' -- / ! =s ~ F3 -..;' 10 -~ Ul i...m..:...........1 . .. ' !.. i i .....: i .. . 1- .' -- I l_ _ ~ I ! 00: ~ >--- I- , 'I.' (4) #5 #3 TIES AT 8"0.C. F3 FOOTING 3'-0" X 3'-0" X 1'-0" (3) #5 EA. WAY BOTTOM BAR TYP. I II ~ ~ \ If.,. I " " ~, ..;''i, :1 .I: ). ) '-. jIK' II jll II I..i,,' IiI !, !;II 'III :1 III II"..;' ," :, I I !<Oll : , I II I !I 11'1 II I 4.'.'.I.i i . 1" ( A ) \ Y11 II i' II Ii : II: . I 11 I I : , I !I ! ii .L INSTALL FENCE SUPPORTS PER MANUF ACTURER'S RECOMMENDA TION -{ 1'-8" f PRECAST CAP -- , J It i CMU PIER WITH STUCCO FINISH TO MATCH BUILDING. I ! ! II " I ..;' , I' 11- .J ~l -" j--~ _-_ -=- I h~ J'1 ~ }-- '" t 3' 3' / ,( o~ ~ I- F3 ":.q- 10 ~Ul rm.......!............! L · i.' i....... .. . j' . -1-- / s~ '" (4) #5 #3 TIES AT 8"0.C. F3 FOOTING 3'-0" X 3'-0" X 1'-0" (3) #5 EA. WAY BOTTOM BAR TYP. FENCE W /PIERS TYPICAL PROPERTY LINE) SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 Keyplan , ! I ! ! ~ 11--1 11,----11 1}4"~ (MA~ ) ayr i CD : ' : , : i: I , , '-- " It -{ 8' 8' MAXIMUM DISTANCE BETWEEN SUPPORTS t I j I ! j , It ! L . t 5' )( I 'I. , - ! -o! F3-5 " n -..;' 10 -~ Ul -- i : -0 'I. " #3 TIES AT 8" O.C. (10) #5 SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 f' il II I, ,I Ii II il I II __I ilm j :l INSTALL FENCE SUPPORTS PER MANUF ACTURER'S RECOMMENDA TION FENCE TYPICAL ALONG SEAWALL SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 ......"':s i ci \~,.... \---- ., '<''' ..,. \' (. ",,' .. ".s~ ./:; '1.:1".- ~', ~ IJ'l>I'''' .~ I I 1'1 ( )/~>::.~~/,~,~~;/ Y/?'~;)ayr' PROJECT NO. 03540 , ":.q- 1'0 ~iU1 { , o ,a..: ..--;i::: ~ F3 FOOTING 3'-0" X 3'-0" X 1'-0" (3) #5 EA. WAY BOTTOM BAR TYP. SIZE DEPTH WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORt;" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND ~NOWN AS ARCHITECTURAL WORIC$ COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. FOOTING SCHEDULE MARK WF2.5 2' -6" CONT. l' -0" WF3.5 3' -6" CONT. l' -0" WF5 5' CONT. , 1'-0" F3 3'-0" X 3'-0" 1 '-0" F3-5 3' -0" X 5'-0" 1 '-0" F4-5 4' -0" X 5'-0" ! 1'-0" (3) #5 CO NT. BOTTOM (3) #5 CONT. BOTTOM #5 AT 12" O.C. TRANSV. (4) #5 CONT. BOTTOM #5 AT 8" O.C. TRANSV. REINFORCING EACH WAY (3) #5 BOTTOM EA. WAY (3) #5 L.W. BOTTOM (5) #5 L.W. BOTTOM (4) #5 L.W. BOTTOM (5) #5 L.W. BOTTOM BPRC Submital: Date Plotted: January 11, 2005 Date Issued: January 10,2005 Revisions: \ 03540 " CON~RUCTlON DOCUMENTS '\ \ XREFS: TTLB EMBED ALUMINUM RAIL INTO EPOXY GROUT WHERE ALUMINUM FENCE MEETS CONCRETE PIER OR WALL. (TYPICAL) l' -8" ,( ,( 24'-0" 1'-8" {' , ,( i ' ~ I r Ii '. I I I ~I I I II I ,I '. ,I. I I I, I I 'I,' I sIIDI~Gf~'E (stE;JPd I I ,I ,I I ,I I I, I I I I II' I II I, I . II I, ,/ 1'-8" PRECAST STONE CAP . rr...-....'I~I . ~ 'I - I II ' II' I -1 . II '1" I',_i _' ;; .( II '. ,r 11 (, I 1. . " ~~. I ( -~ I. . , 2' ,/ II 1 11 ~ ff h 11 l . I: I I I r 1 1I11 li..qICl! . . I' I I I I, ~ ,'11 II ' , I, I I' I ,I I' I I I III II II I (~~~)I I I ." '(P~,) I I I I '1 I I I II I I I II I 12" STONE TILE WITH OWNER'S LOGO SECURITY SYSTEM SEE ELECTRICAL DRAWINGS , 1 i ]' . j.. ~ ." j I - I I, .1 I '1' I, I' I, I I I, 'I I I I I. II I II I SLIDING GATEII(SEE SP~C~) II . I I I I II I II I I I I I I , " II. i I' I I I I .1 I I I I i II i- _1 I I: II I , 'I I ' II II , I I II 'i I II r-.. I. Lnll II I II . i II I _ II Ii Ii ~I :z: ~ GA TE LA TCH STUCCO FINISH , , '<f I '.q- I I I 'I SELF CLOSING HINGES '.q- ,I , ~I ~ 1 '.q- , - 1 I 4' 1 f_ ~ I .",~ C: _. - ~ r 3" ,/ / " iJ- ~ I ." ~.. --=- _. - -=- I 1 C0). T - ,( / ,/ ROLLING EXIT TRAFFIC GATE " 11- ~ -I _._~ " 1_1_ _J1 I ," ,--=- _._ -=- I " "''' L- - f~ 3' 1 3' 3' -/ EAST EXIT SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 . ."," , ,.....;... i-' '-'.--.. l"L- f3/ ,/ 3' 3' ,( / 3' 3' / ,/ I f , ,( f ., 'O! ~ F3 ~ f- " ' . 10..: F3 0>- ~ f- , . 0..: F3 0>- ~ f- b ~ F3 ~r , , =~I . ~~ f- .' ] . , . . - . . !: ~- . " t , .....i....., ~ ..: :::".' .. . .... . . , h ,~: 1 .. ..... , , " m...':I.......... " ,.-, , ' , . . f, " . .. 1 '.q- \6 .~ Cfl '.q- 16 'Cfl ~I , , 'S: ~ f- m". .' .: ,1-' . rggJ. ~ 16 '~ Cfl =.q-I 1 '6 -;.....Cfl blo..: ~ >- , f- , , " ~I~ -l (4) #5 #3 TIES AT 8"0,(' F3 FOOTING 3'-0" X 3'-0" X 1'-0" (3) #5 EA. WAY BOTTOM BAR TYP. (4) #5 #3 TIES AT 8"0,C, F3 FOOTING 3'-0" X 3'-0" X 1'-0" (3) #5 EA. WAY BOTTOM BAR TYP, (4) #5 F3 FOOTING (4) #5 #PtrJEsTRI~~X~-~ttR"Y elofE F3 FOOTING '- "5 [-~AREA , SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 EMBED ALUMINUM RAIL (TYPE 4) INTO EPOXY GROUT WHERE ALUMINUM FENCE MEETS CONCRETE PIER OR WALL (TYPICAL) 24'-0" ,( ,( PRECAST CAP EMBED ALUMINUM RAIL INTO EPOXY GROUT WHERE ALUMINUM FENCE MEETS CONCRETE PIER OR WALL. (TYPICAL) FOOTING SCHEDULE ALUMINUM GATE 1-.1 .. - . ( 'I' - , , 1 ~I I <0 I I I I I I I I 'I 'I I I I, , :1 r--. 1 'LO 20" MAX, / (TYP) ,( I -I 8" MAS ARY WALL #5 AT 4 " O,C, CMU WALL W'T~ STUCCO FINISH TO MA -rCH BUILDING. II II -11- ALUMINUM FENCE/RAIL MARK SIZE DEPTH REINFORCING EACH WAY I REMARKS ,I I II II, 4,,1 (~A~.) I (TY~. ) 'I II I I I I I I I II I I II ._ II I II I ' I I II 'I I I I II I II . III II ' il I II _._ I , 'Sf:;: '<t, I 3" '1 Ii. - -,' I, "- - . I ,1.' ". ' I -L I WF2.5 2' -5" CONT. 1 '-0" (3) #5 CONT, BOTTOM WALL FOOTING (3) #5 CONT, BOTTOM #5 AT 12" O.C. TRANSV. WALL FOOTING (4) #5 CONT, BOTTOM #5 AT 8" O.C, TRANSV. I WALL FOOTING I -1:7 Sf:;: '<t" - 3} , II I . I II I .1. i ,II .. II . I I II . I I . I I .' I . .. I I I I II I I I J .' ~L1DINg. G~TL(SEEIISPbhh I I , i . . I "I' I . II I II I II . 1< II . I II 1111. 1I11 . II II . I I' I " I I I I' I I II I II II i II II .' I II . I' II I I II .. Ij L, I I I II L I L .~... I I. ',1 II I I. I I . I 'I 1 ,II I' I' . I I I '. . I I . I I ! S~IDrN1 G~ TE(1EEISPEC~) , j WF3.5 3' -6" CONT. j 1 '-0" 20" MAX. 1,( (TYP) 7' 1 I II II =.q-: . I I _Ir--~ L WF2,5 L '~". · - - -"Ji: - - 3" / ,( CMU PIER WITH STUCCO FINISH TO MATCH BUILDING. , I I . I CMU PIER WITH STUCCO FINISH TO MATCH BUILDING. PRECAST CAP WF5 5' CONT. , 1 '-0" I 3'-4" , 1 11 I , II 'II . , L 3'-4" F3 3' -0" X 3'-0" 1 '-0" (3) #5 BOTTOM EA. WAY (3) #5 L.W. BOTTOM (5) #5 L.W. BOTTOM (4) #5 L.W. BOTTOM (5) #5 L.W. BOTTOM MASONARY COLUMN FOOTING F3-5 3'-0" X 5'-0" I 1'-0" MASONARY COLUMN FOOTING 1 I F4-5 4'-0" X 5'-0" I 1 '-0" I I MASONARY COLUMN FOOTING ,( t ~I · _ .=-J 1 ROLLING ENTRY TRAFFIC GATE ~ 1 .'iL- WEST ENTRANCE SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 -;""'1 · :.", 'L= " '3"1 ,( -I' 7' . -.1--r- . _ .=-L J WF2,5 BWG DEPT COMMEN TS 4 REV/SION #4 - MA Y 18, 2005 REDUCED FENCE HEIGH T, NO T TO EXCEED 6 FEET IN HEIGHT. & 5' 5' ,( , - " " . I F3-5 0' , '0 F3-5 , -.,..,1 " lEI I~T '" -.q- 16 -~ Cfl , (J) ~ -q N o ..( / - C ~ ::l U / V) (J) c .~ ~ o "'<t o o / (].l (J) o U') V) o 0... "2 o ~ E -go. .- ~ ~ .. 0(") "'<t@ U")U") (")0 00 M'N o .. 00 NN />- ~ 0 ~~ '0 .. .... c ~o C'O o (].l (].l- ?:Q /0... ~ I ,6 -;""'ICfl , o '0 ~I " , , " #3 TIES AT 8" O,C. (10) #5 #3 TIES AT 8" O.C. (10) #5 I , Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ~ ~'l rf'~~'"""'" . . -r If\ " '"'-? 'l,#, ~ ~ ',.._ ~... 1/ ~ 1. <'" ..' ., . 1 ,.~ l,,,,. ,. " 'I at........ 19 t "-', ~." ....... , 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 <.1....".side:t-. ',..-- "<(t-". ," . .. (:l iIiV' '-1- ..t; h< BPRC Submital: Date Plotted: May 20, 2005 Date Issued: January 10,2005 03540 CONSTRUCTION DOCUMENTS @2()Q3THESEPLANSARECOPYRIGHTEDANDARESUBJECTTO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 Of THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT Of 1990 THE PROTECTION INCLUDES BUT IS NOT liMITED TO THE OVERALL FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS Of THE DESIGN. ~01~'\1", , r':'?);';~". '//"'^'- ......;":::::;"'k) I If . ">,,' /.' . {('J .,.x? . ^':/". /'bn~U/.~tf??"'~t' '!':;;Y:#;7.""kir'~.?<J> ~ !"f MAY 2 5 2005 l ~ Revisions: & Bldg Dept Comments, May 18,2005 i->LA"'N1~~G !. DEVEl OPM[ NT S VCS en'" or CLEAPIN.A rER A - 1 03 PROJECT NO. 03540 XREFS: TTLB EMBED ALUMINUM RAIL INTO EPOXY GROUT WHERE ALUMINUM FENCE MEETS CONCRETE PIER OR WALL. (TYPICAL) UI II I I I' ,[ ~ ,I ,[ ~t ~. ,i- 'S'I~ F3 '.q- 10 , (f) '00..: ~Ii:= 'I- (4) #5 #3 TIES AT 8"0.C. EMBED ALUMINUM RAIL (TYPE 4) 1 INTO EPOXY GROUT WHERE ALUMINUM FENCE MEETS CONCRETE PIER OR WALL. (TYPICAL) Sf:;: -. ><:t~ 3", I ~ i i I , +1 " 20" MAX, I (u_ (TYP) CMU PIER WITH STUCCO FINISH TO MATCH BUILDING. '.q- 1 <0 1 I II II 'il _I~~! L Wf25 L:-ts · · ---~-- t y 5' OJ ~ 'Q N o <I: / - c: 0) t:: :J U / '" OJ c .~ o L.. o ..q- o o /E 0) 0 OJ....... ~l.!1 "'....... ~@) 'OlJ) 08 ~N '0 - c:~ ~~ o 0 ""'-, Ll) ._ C'? c: ~o C'?'O 00) ~:::: /0 0..:0:: 3'-4" ~I - _-=-J I ~ . I S'l , F3-5 '[[1. > - (~l - 1'-8" i-- --, 24'-0" ;) \! 1 Ii I j ~ H .' I '. .'" ( l}, c) , I.') if II' I i, ,: I ' , I, ,I I ! i ! I : I, ,I I, Ii !' II '~. [I ) I, ('.j.~.'...)".\... wHir ;1 ' I1I, illl II ,I II II i I' ,I I I, II11 'I Ii , li 11 ,I \"1'- ' 11 ,., 'i . \ .~ , 'i jll 'i- i.r' , I ." 'I I, :, Ii Ii .. 111I I 1,1 ,111'1', III" ",i , '[. "I I, I[ .1 I,. I:i. 1,1. I:. I.: .1 II i '11 " II' " Sf 0 rGIHTEIVs!E I?P\c* 'II. II q] Ii ill. I !II\I i III 1 !I Ii I H II !I II II II II I: r II j" I' II I I 1111 III III ! I 'II I. 'III ! I[ , , I I, L11 SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 1'-8" -I = ). ~, . '<t~ :~Tlnl . i' 11 I, !I II II 1[' 'I"'I~II 11141 I' II i )1111 11I11 JII: I , I I I I I ROLLING EXIT TRAFFIC GATE ~r ><:t". I [ I 'f. -.q- ,I <0 :z: ::;;: <0 1 '.q- '.q- I ,r 1'-8" -- ,r ~......~'l__ ! I, I '11'~"""jc I II' . II j-r- II ',' I ' , I ' i"4" , C,A' ,)1, (( I') I' II II ,1 ,t lJ [I I J __n 1--1 ., ~ -=- _-_..:.. I ',,,-;\ L-- - 3": 3' ~ / ~ 3' 4' 1 "0 ~I R:~..'!..'. D. - I , . ~ ..j. I. I' ], III' I.'., i ,I ,I' Ii ' 'I , I 11_ ~! ." j --=- _-_ -=- I C0). L- _ 13"; ,( .( 3' l' " bl~ F3 ~ f- ! :!tg o~ ~~ I liJjilUSJ ' i 9!f~iJ]: I t t ='~ F3 Slf- I 'ilo -;.....r bl'~ ~>- " :m'.........-'I , . , ' , - ,. ." I i .' '.; ": I I '. I . :, : . . ' I " PRECAST STONE CAP 12" STONE TILE WITH OWNER'S LOGO SECURITY SYSTEM SEE ELECTRICAL DRAWINGS GATE LATCH STUCCO FINISH SELF CLOSING HINGES f (4) #5 F3 FOOTING (4) #5 #PttJ'tsTRIAj~X :-0" ~'R"Y ClotE F3 FOOTING '- "5 '-~AREA EMBED ALUMINUM RAIL INTO EPOXY GROUT WHERE ALUMINUM FENCE MEETS CONCRETE PIER OR WALL. (TYPICAL) ALUMINUM FENCE/RAIL PRECAST CAP I I SIZE I 2'-6" CONT. In - 3' -6" CONT, , 5' CONT. I DEPTH 1 '-0" 1 '-0" [ I 11 '-0" F3 3'-0" X 3'-0" 1'-0" SCALE- 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 FOOTING SCHEDULE REMARKS WALL FOOTING , WALL FOOTING WALL FOOTING MASONARY COLUMN FOOTING , MASONARY COLUMN FOOTING MASONARY COLUMN FOOTING II-~i b~ tC: --- ~ , ~3l 3' 1 3' -.q- ~8 o #3 TIES AT 8" O.C,J .. "~ , I' [' . 'I ':f" ~ I J ) i 'I j ~ ~ i1 '~:~ir=rc'1~/7~ J I I, .~ . . "', . ., '(r.r II! 11 1 1 · r Ilir~r~ril,n~ i' 1\ 1111111\i . 1 11\I!illll HIIIIII\11 HIIII II. I, II '" \iilllilHII III. I , !I.I I, II II II I 1 111I ,I,. f' " . II II . 'I . ~J IIJII IJIJ I III "~ 1 , I .1 I I , II I n f 1'.[1].........'..........1 I :-, ;-. I . !. ,; ", ., I :t J F3 FOOTING 3'-0" X 3'-0" X 1'-0" (3) #5 EA. WAY BOTTOM BAR TYP. ~ r II I; ~ )!~! 1'1' /~\ . ',JQf,i ~c IJllfr ~I' rei! cr' 'ftll Ii I' II. I ~ ~ I Iii 111I II .111 1111 il :Ii : I 'I 111111' \llill ildlld, II I II I I 'If' II 11 I I II · 11 II 1111 ~ 10 ~~IG~TE, dIE ~PfC~) II II' II i 11.111 :1'1I II [I II' II I I i; , II 11 11 .. ullJ II 1111 I !4"~' if , (~A .) II I I (~Y~f) I ' I , II II II Ii II I , I I I: I II Ii I !i I: ! it II I ,I I I ii II "I 'I' ,".1 \. , I _, I 1 ii1 1 !' I I I ' 'i III II I '1 1:4''1' i I (~A~.) I I (~Y~l) 'I "'II' i! I , ',I i .' , " " I 'I II i ' ! il Iii II I , I 1'1 i ! I 1 , I ALUMINUM GATE II JI f EAST EXIT 24'-0" I, 1\ , . 11 i ! .- j , / ;'. (;, ().I ) \. _ " ,~, V'-I(- ,I I II I' I I II Ii I , II , 'I II , ' II . , , , I , II I I' I. I, II I , , I I I ! i I; I . ' , I ' II L [I I' ) I, t .. ' ~ 11111.I:f I I I " 11 II II I ,', .11 II il ,I ii, ,I Ii Iii II "I G~+lfElls~fC~) ! ,I i ' II II "I I, II II I!! 1111, I " Iii I I '! illl · I: ' 11 ROLLING ENTRY TRAFFIC GATE 't , ""I ~ ( 1 0) #5 Keyplan WEST ENTRANCE 111111 :~\i'1..~.........'.\..-.q. ').'.'.:.,,\ ( j llffu ! III' 1 j 11'1 1\1111 11 I' II :Iii '. " II jl 11 SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 I ~ + 2~~~~X. l I -, - 8" MAS ARY WALL #5 AT 4 " O.C. CMU WALL WIT~ STUCCO FINISH TO MATCH BUILDING. II :!I " II II L - - -..J.:-r- -11- -;""'1 =' - - - - - , J WF2.5 "I"'),,~ - - - - - ~.- - - - . '3" ~ " ~ J 11u , \~)'f) I. , II I I , i I , 11..~ j I II 'II-~i ---~ I ~ t - ~w= ~ 3' 3' f . r F3 o~ ~If- '1-" 1[1]....;..,..:..1 ,. .' . I - : i ,. " . I _. . . '.,' I -I =ilo .~( =S'I~ " (4) #5 #3 TIES AT 8"0.C. F3 FOOTING 3'-0" X 3'-0" X 1'-0" (3) #5 EA. WAY BOTTOM BAR TYP. f , PRECAST CAP '~ n r I CMU PIER WITH STUCCO FINISH TO MATCH BUILDING. I , "I 3'-4" 'I'm =S'I i i- - I -i\'o... '~ (f) -S'1 F3-5 C0 #3 TIES AT 8" O.C. ( 1 0) #5 WALTON H_ CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3()"A, Suite 1 08 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 <Ii> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORI::' UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER- 1990 AND ~NOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT Of 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. ,~ C t? i " j ('I) .\- . {, ..,. (. IV ,\. ~ -'1/ ~.. ).I -/ ,I' ,.,. , j / ! i MARK WF2.5 WF3.5 WF5 F3-5 I 3'-0" X 5'-0" 1'-0" F4-5 4'-0" X 5'-0" ! 1'-0" , (' -). ",F/' (1-',/')' I ' "F"' N#'kl"a r#'/ ~..'/ #"";';"9'(" PROJECT NO. 03540 "'" . "'~~.,-.".~ o \'\\~ REINFORCING EACH WAY (3) #5 CONT, BOTTOM (3) #5 CONT, BOTTOM #5 AT 12" O.C. TRANSV. (4) #5 CONT. BOTTOM #5 AT 8" O.C. TRANSV. (3) #5 BOTTOM EA. WAY (3) #5 L.W. BOTTOM (5) #5 L.W. BOTTOM j (4) #5 L.W. BOTTOM , (5) #5 L.W. BOTTOM ---..... "-\"'~'t -,.", "'""... " Revisions: January 11, 2005 January 10, 2005 CONSTRUCTI 1 . XREFS: TTLB ASP A Units-2 A FP3 A FP2-be,ow A Units-3 A FP2 AJP-EE A.FPI A FP.f'EN S COI-I S_Co,-2 S Co,-3-6 A_SP-temp OJ ~ -q L() o .( / +- C (]) ..... :s u / Vl OJ c .~ ~ o "'<t o o / (]) OJ o Vl Vl o a.. "2 o E ~ 0 -gr-.. .- L() ~b O~ "'<t@ L()L() (")0 00 ~N o , 0(") NN />- ~ 0 ~~ '0' .. ..... C ~O C'O o (]) (])+- ):Q /a.. 1\ ,\'0 <:J~ ~ = F.E. LEVEL 1 LIFE SAFETY PLAN & & l' I I I I ~ I g~1 so m~1 8~1 , 0 Sf ;! I & = F.E. a::: o a::: lLJ l- X lLJ = F.E. EXIT DIRECTLY TO BUILDING EXTERIOR 140 PERSONS CE:) ur::J ,-.- 0' 4' 16' 32' SCALE: 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 ,~,s<i(it?h <t,,~, ,.. .. .~. ~,. . }-. ..... . <(~ .~ \$, s: .~ . \0~ -:/dlo' Occupant Load (Table 1003,1): 1) For Parking areas: 200 GSF per person. 2) For Residential areas: 200 GSF per person. 3) For Storage areas and mechanical rooms: 300 GSF per person. 4) See Exit Tabulation Table in legend far exact egress requirements, Arrangement and Number of Exits (Table 1004): 1) From the most remote point in floor area, room or space served to nearest exit, measured along the line of travel. See Life Safety Plans for these dimensions by floor, 2) Storage Occupancy requires: 400 feet maximum travel distance; 50 feet maximum dead end corridor; .2 egress width level and .3 egress width at stairs; minimum corridor width 44"; minimum door opening 32"; minimum stair width 44". 3) Residential Occupancy requires: 325 feet moximum travel distance; 20 feet maximum dead end corridor; ,2 egress width level and .3 egress width at stairs; minimum corridor width 44"; minimum door opening 32"; minimum stair width 44". 4) Assembly Occupancy requires: 200 feet maximum travel distance; 20 feet maximum dead end corridor; ,2 egress width level and .3 egress width at stairs; minimum corridor width 44"; minimum door opening 32"; minimum stair width 44", 5) Section 303.1 mixed use building requirements require use of most stringent exit requirements, 6) Minimum number of exits: 2 required, Exit Path of Travel: 1) Per 1004.1.3 common path of travel shall not exceed 75 feet. 2) Per 1026.7 in R2 occupancies maximum common path of travel shall be 50 feet in sprinklered buildings. 3) Per 1004.1.4 (EXCEPTION) the minimum separation distance between two exits when two exits are required shall be at least ,IS the length of the maximum overall diagonal dimension of the building or area to be served. 4) Per 1005.4.1 (EXCEPTION 1) No emergency escape required from sleeping rooms. 5) Per 1012.1,8 two release operations for locks in residential entry doors is allowed per the exception. Other Requirements: 1) Per 1511,2.1 rooftop structures in Type I construction, the exterior walls and roofs of structures which are mare than 5 feet and less than 20 feet from a cammon property line or assumed property line shall be minimum 1-hour non-combustible construction. Over 20 feet non-combustible construction is allowed. 2) Per Table 1511. 7 raised curbs and equipment structures a minimum of 8 inches above the roof surface beneath units and higher based on Table 1511.7 requirements. 3) Follow requirements for large and small missile impact resistance, LEGEND RESIDENTIAL OCCUPANCY - GROUP R SUBCLASSIFICATION GROUP R2 MULTIPLE DWELLING WHERE THE OCCUPANTS ARE PRIMARY PERMANENT IN NATURE. Parking Level 43000sf/200 SF per person = 215 persons Level 2 (First Residential Level) 37220 SF /200 SF per person 186 persons Level 2 Club Room 1962sf /15 SF per person = 130 persons Level 3-6 37220 SF /200 SF per person = 186 persons Exiting Capacity East Stair 140 persons Exiting Capacity West Stair 140 persons Exiting Capacity Club Room 720 persons Exiting Capacity Total 2nd Floor (First Residential Level) 1000 persons Exiting Capacity East Stair Exiting Capacity West Stair Total 3rd - 6th Floor 146 persons 146 persons 292 persons · ~F.E. NOTE: REFER TO SHEETS A-521 THRU A-522 FOR WALL TYPES AND BEARING, NON-BEARING WALL LOCATIONS. 1 HR FIRE RATED WALL Cl 2 HR FIRE RATED WALL OR CHASE PATH OF EGRESS CE:) ACTUAL CLEAR OPENING WIDTH DU +- I[ EXIT "A" JI MIN. REQ'D CLEAR OPENING WIDTH EXIT BLOG DEPT COMMENTS 4 REVISION #4 - MA Y 18, 2005 CLARIY TRA VEL DISTANCE, REVISED HC RAMPS I 1..-, F.E. ~ FIRE EXTINGUISHER CABINET CODE DATA References: 1) Florida Building Code - 2001 Edition with 2003 Revisions- (FBC) 2) Florida Fire Prevention Code - Latest Edition 3) Federal Fair Housing Act - Latest Edition - (FFHA) 4) Americans with Disabilities Act - Latest Edition - (ADA) Proposed Fire Resistance Ratings - Exterior Non-Bearing Walls: 1) NORTH - 30'+ requires non-combustible construction with unlimited openings. 2) SOUTH - 30'+ requires non-combustible construction with unlimited openings, 3) EAST - 30'+ requires non-combustible construction with unlimited openings. 4) WEST - 30'+ requires non-combustible construction with unlimited openings. REVISION 3 ADDENDUM #3 - MARCH 3D, 2005 DELETE MERCANTILE REFERENCE REVISE LOCA nON OF RAMP CLARIFY ASSEMBL Y OCCUPANCY LEVEL Occupancy: 1) Mixed use building with Storage (Enclosed Porking) & Residential (R2) with Assembly (Accessory Occupancy) Exit Access Corridor Fire Ratings (Table 704.2.4): 1 ) For Storage less than 30 persons, sprinklered: 0 Rating, 2) For Storoge more than 30 persons, sprinklered: 0 Rating. 3) For Residential R2 less than 10 persons, sprinklered: 0 Rating. 4) For Residential R2 10 or more persons, sprinklered: ~ Hour. 5) For Assembly A2 30 or more persons, sprinklered: 1 Hour, 6) Exit access walls not required to be rated in a sprinklered building shall resist the passage of smoke. 2) Per Section 303.1 the most restrictive type of construction, building limitations, fire sprinkler requirements, standpipe requirements and alarm requirements shall take precedence. 3) 1 st Floor - Storage (Enclosed Parking), o Sl I , sly - Accessory Occupancy) 5) 3rd-6th Floors - Residential (R2) Construction Type: (Table 500) 1) Construction Type shall be Type I Sprinklered. 2) Allowable S & R - Maximum height not limited; Maximum stories not limited; Maximum area, multi-story unlimited, 3) Actual Storage - 43,000 GSF 1st Floor e 2 G rs 37220 GSF (each) 5) Actual Assembly (Accessory Occupancy) - er O. and area limitations applying to the principal use. (Principal use is Residen tial.) Shaft Enclosures (Table 705.1.2): 1) Stairways, exits and elevators 4 or more stories: 2 Hour with 1-1/2-Hour opening protectives. 2) Fire Walls: 4 Hour with 3 Hour opening protectives, 3) Tenant Space: 1 Hour with 3/4 Hour opening protectives, 4) Exit Access Corridors: ~ Hour with 20 minute opening protectives, 5) Trash Chute Access & Termination Rooms: 1 Hour with 14 Hour opening protectives. 6) Per 705.2,3.2 shaft enclosure construction shall be of non-combustible construction materials. Required Fire Resistance Ratings (Table 600): 1) Party Fire Walls: 4 HR (M), 4 HR (RA&S). 2) Interior Bearing Walls supporting more than one floor: 3 HR (R&S). 3) Interior Bearing Walls supporting one floor only: 2 HR (R&S), 4) Interior Bearing Walls supporting roof only: 2 HR (RA&S). 5) Interior Non-Bearing partitions per Section 609.2.4. 6) Columns supporting more than one floor: 3 HR (RA&S), 7) Columns supporting one floor only: 32 HR (R&S). 8) Columns supporting roof only: 2 HR (R&S). 9) Beams, Girders, Trusses and Arches supporting more than one floor: 3 HR (R&S). 10) Beams, Girders, Trusses and Arches supporting one floor only: 2 HR (R&S). 11) Beams, Girders, Trusses and Arches supporting roof only: 1 HR (R&S), 12) Floor and Floor/Ceiling Assemblies: 2 HR (R&S), 13) Roofs and Roof/Ceiling Assemblies: 1 HR (R&S), 14) Exterior Bearing Walls and Gable Ends of Roof with 0 feet to 3 feet horizontal separation: 4 HR R&S (0% Openings Allowed), 15) Exterior Bearing Walls and Gable Ends of Roof with over 3 feet to 10 feet horizontal separation: 4 HR R&S (10% Openings Allowed). 16) Exterior Bearing Walls and Gable Ends of Roof with over 10 feet to 20 feet horizontal separation: 4 HR R&S (20% Openings Allowed). 17) Exterior Bearing Walls and Gable Ends of Roof with over 20 feet to 30 feet horizontal separation: 4 HR R&S (40% Openings Allowed). 18) Exterior Bearing Walls and Gable Ends of Roof with over 30 feet horizontal separation: 4 HR R&S (No limit on Openings Allowed). 19) Exterior Non-Bearing Walls and Gable Ends of Roof with 0 feet to 3 feet horizontal separation: 3 HR R&S (0% Openings Allowed). 20) Exterior Non-Bearing Walls and Gable Ends of Roof with over 3 feet to 10 feet horizontal separation: 2 HR R&S (10% Openings Allowed). 21) Exterior Non-Bearing Walls and Gable Ends of Roof with over 10 feet to 20 feet horizontal separation: 2 HR R&S (20% Openings Allowed). 22) Exterior Non-Bearing Walls and Gable Ends of Roof with over 20 feet to 30 feet horizontal separation: 1 HR R&S (40% Openings Allowed). 23) Exterior Non-Bearing Walls and Gable Ends of Roof with over 30 feet horizontal separation: Non Combustible (No limit on Openings Allowed) Interior Finishes (Table 803.3): 1) Minimum interior finishes for S & R2: At Exit - Class C; at exit access - Class C; at other spaces - Class C. Fire Protection Requirements: 1) Residential & Storage occupancy shall require NFPA 13 system. Occupant Load (Table 1003.1): 1 ) For Parking areas: 200 GSF per person. 2) For Residential areas: 200 GSF per person, 3) For Storage areas and mechanical rooms: 300 GSF per person, 4) See Exit Tabulation Table for exact egress requirements, Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2il03THESEPLANSARECOPYRIGHTEDANDARESUBJECTTO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORr" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 19'70 THE PROTECTION INCLUDES BUT IS NOT liMITED TO THE OVERALL FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. )it ,..,. {. ~;;\'),/~./../~M~ . <<:.>.r' ".,'jP~/'2:?I:KU/;tiffz.rrt,( 1t:::J....:~:~~$K~;;ei~> I PROJECT NO. 03540 In!:". ~\ II! ~'~~~ " . t"",. ,,.,~. ''''''''U /.,~"<i,.. It ,.#0 .~- ~ '1 Ii. ...""... ~ . V tl:...... 03540 BPRC Submital: Date Plotted: May 23, 2005 Date Issued: January 10, 2005 CONSTRUCTION DOCUMENTS D IE @ IE 0 W ~ 111! MAY 2 5 20n~ j] PLANNING & DEVELOPMENT SVCS CITY OF CLEARWATER Revisions: & Addendum #2 - Feb 14,2005 & Addendum #3 - March 30, 2005 & Bldg Dept Comments, May 18, 2005 A- 1 05 XREFS: ffiB A_SP A_Units-2 A...FP3 AJP2-below A_ U nits-3 A...FP2 A.FP-EE A_FPl A...FP-PEN S_Col-l S.Col-2 S_Col-3-6 US = FE. = F.E. 154' TO BUILDING EXTERIOR 140 PERSONS ,---------------, I ~ I[ EXIT "B" II CR) ur=J = F.E. F.E. = CD LEVELl LI FE SAFETY PLAN F.E. film --.J [ ~F.E. ' F.E. ~ I L- -, _ , --.J~F.E CODE DATA r-r \ I I \ \ \ I \ \ I I I I I v EXIT DIRECTLY TO BUILDING EXTERIOR 140 PERSONS CR) ur=J ~- ... 0' 4' 16' I 32' SCALE; 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 References: 1) Florida Building Code - 2001 Edition with 2003 Revisions- (FBC) 2) Florida Fire Prevention Code - Latest Edition 3) Federal Fair Housing Act - Latest Edition - (FFHA) 4) Americans with Disabilities Act - Latest Edition - (ADA) Occupancy: 1) Mixed use building with Storage (Enclosed Parking) & Residential (R2) with Assembly (Accessory Occupancy) 2) Per Section 303.1 the most restrictive type of construction, bu ilding limitations, fire sprinkler requirem ents, standpipe requiremen ts and alarm system requirements as well as any other FBC requirements shall take precedence. 3) 1 st Floor - Mercantile & Storage (Enclosed Parking). 4) 2nd Floor - Residential (R2); (Assembly - Accessory Occupancy) 5) 3rd-6th Floors - Residential (R2) Construction Type: (Table 500) 1) Construction Type shall be Type I Sprinklered. 2) Allowable S & R - Maximum height not limited; Maximum stories not limited; Maximum area, multi-story unlimited. 3) Actual Storage - 43,000 GSF 1 st Floor 4) Actual Residential - 2nd floor 37220 GSF (each) & 3rd-6th floors 37220 GSF (each) 5) Actual Assembly (Accessory Occupancy) - 1962 GSF 4th Floor. 7) Per 303.2 a mixed use building shall be governed by the height and area limitations applying to the principal use. (Principal use is Residen tial.) Q) ~ 'Q Ll) o <{ / - C Q) ..... ..... :> U / V> Q) C .~ o o -.:t o o /E Q) Q. Q)~ ~~ v>Ll) d?,@ -gg ~N -go ~~ 00 -.:t-, Ll) .. (") C ~O (")"0 o Q) ~~ -:":.9 a.. a.. Required Fire Resistance Ratings (Table 600): 1) Party Fire Walls: 4 HR (M), 4 HR (RA&S). 2) Interior Bearing Walls supporting more than one floor: 3 HR (R&S). 3) Interior Bearing Walls supporting one floor only: 2 HR (R&S). 4) Interior Bearing Walls supporting roof only: 2 HR (RA&S). 5) Interior Non-Bearing partitions per Section 609.24. 6) Columns supporting more than one floor: 3 HR (RA&S), 7) Columns supporting one floor only: 32 HR (R&S). 8) Columns supporting roof only: 2 HR (R&S). 9) Beams, Girders, Trusses and Arches supporting more than one floor: 3 HR (R&S). 10) Beams, Girders, Trusses and Arches supporting one floor only: 2 HR (R&S). 11) Beams, Girders, Trusses and Arches supporting roof only: 1 HR (R&S), 12) Floor and Floor/Ceiling Assemblies: 2 HR (R&S), 13) Roofs and Roof/Ceiling Assemblies: 1 HR (R&S). 14) Exterior Bearing Walls and Gable Ends of Roof with 0 feet to 3 feet horizontal separation: 4 HR R&S (0% Openings Allowed), 15) Exterior Bearing Walls and Gable Ends of Roof with over 3 feet to 10 feet horizontal separation: 4 HR R&S (10% Openings Allowed). 16) Exterior Bearing Walls and Gable Ends of Roof with over 10 feet to 20 feet horizontal separation: 4 HR R&S (20% Openings Allowed). 17) Exterior Bearing Walls and Gable Ends of Roof with over 20 feet to 30 feet horizontal separation: 4 HR R&S (40% Openings Allowed), 18) Exterior Bearing Walls and Gable Ends of Roof with over 30 feet horizontal separation: 4 HR R&S (No limit on Openings Allowed). 19) Exterior Non-Bearing Walls and Gable Ends of Roof with 0 feet to 3 feet horizontal separation: 3 HR R&S (0% Openings Allowed), 20) Exterior Non-Bearing Walls and Gable Ends of Roof with over 3 feet to 10 feet horizontal separation: 2 HR R&S (10% Openings Allowed). 21) Exterior Non-Bearing Walls and Gable Ends of Roof with over 10 feet to 20 feet horizontal separation: 2 HR R&S (20% Openings Allowed). 22) Exterior Non-Bearing Walls and Gable Ends of Roof with over 20 feet to 30 feet horizontal separation: 1 HR R&S (40% Openings Allowed). 23) Exterior Non-Bearing Walls and Gable Ends of Roof with over 30 feet horizontal separation: Non Combustible (No limit on Openings Allowed) u ir\ '\ O?- "" Proposed Fire Resistance Ratings - Exterior Non-Bearing Walls: 1) NORTH - 30'+ requires non-combustible construction with unlimited openings. 2) SOUTH - 30'+ requires non-combustible construction with unlimited openings. 3) EAST - 30'+ requires non-combustible construction with unlimited openings, 4) WEST - 30'+ requires non-combustible construction with unlimited openings. Exit Access Corridor Fire Ratings (Table 704.2.4): 1 ) For Storage less than 30 persons, sprinklered: 0 Rating. 2) For Storage more than 30 persons, sprinklered: tl-Rating, 3) For Residential R2 less than 10 persons, sprinklered: O~ating. 4 ) For Residential R2 10 or more persons, sprinklered: ~ Hour. 5) For Assembly A2 30 or more persons, sprinklered: 1 Hour. 6) Exit access walls not required to be rated in a sprinklered building shall resist the passage of smoke. Shaft Enclosures (Table 705.1.2): 1) Stairways, exits and elevators 4 or more stories: 2 Hour with 1-1 j2-Hour opening protectives. 2) Fire Walls: 4 Hour with 3 Hour opening protectives. 3) Tenant Space: 1 Hour with 3/4 Hour opening protectives. 4) Exit Access Corridors: ~ Hour with 20 minute opening protectives. 5) Trash Chute Access & Termination Rooms: 1 Hour with 14 Hour opening protectives, 6) Per 705.2.3.2 shaft enclosure construction shall be of non-combustible construction materials, Interior Finishes (Table S03.3): 1) Minimum interior finishes for S & R2: At Exit - Class C; at exit access - Class C; at other spaces - Class C, Fire Protection Requirements: 1) Residential & Storage occupancy shall require NFPA 13 system. Occupant Load (Table 1003.1): 1 ) For Parking areas: 200 GSF per person, 2) For Residential areas: 200 GSF per person. 3) For Storage areas and mechanical rooms: 300 GSF per person. 4) See Exit Tabulation Table for exact egress requirements. Occupant Load (Table 1003.1): 1) For Parking areas: 200 GSF per person, 2) For Residential areas: 200 GSF per person. 3) For Storage areas and mechanical rooms: 300 GSF per person. 4) See Exit Tabulation Table in legend for exact egress requirements, Arrangement and Number of Exits (Table 1004): 1 ) From the most remote point in floor area, room or space served to nearest exit, measured along the line of travel. See Life Safety Plans for these dimensions by floor, 2) Storage Occupancy requires: 400 feet maximum travel distance; 50 feet maximum dead end corridor; .2 egress width level and .3 egress width at stairs; minimum corridor width 44"; minimum door opening 32"; minimum stair width 44", 3) Residential Occupancy requires 325 feet maximum travel distance; 20 feet maximum dead end corridor; ,2 egress width level and .3 egress width at stairs; minimum corridor width 44"; minimum door opening 32"; minimum stair width 44" 4) Assembly Occupancy requires: 200 feet maximum travel distance; 20 feet maximum dead end corridor; .2 egress width level and .3 egress width at stairs; minimum corridor width 44"; minimum door opening 32"; minimum stair Width 44". 5) Section 303.1 mixed use building requirements require use of most stringent exit r~quirements. 6) Mihitr,i,um number of exits: 2 required. 4. Exit Path of Travel: 1) Per 1004.1.3 common path ;1 'Irq vel shall not exceed 75 feet. 2) Per 1026,7 in R2 occupancies maxlrrwm common path of travel shall be 50 feet in sprinklered buildings.' ", 3) Per 1004,14 (EXCEPTION) the minimum sepa1'Qj:ion distance between two exits when two exits are required shall be at least X the length-()f the maximum overall diagonal dimension of the building or area to be served, ""-. 4) Per 1005.4.1 (EXCEPTION 1) No emergency escape requi~ed..from sleeping rooms. 5) Per 1012.1.8 two release operations for locks in residential e"n'tty,doors is allowed per the exception. " Other Requirements: 1) Per 1511.2.1 rooftop structures in Type I construction, the exterior walls and roofs of structures which are more than 5 feet and less than 20 feet from a common property line or assumed property line shall be minimum 1-hour non-combustible construction. Over 20 feet non-combustible construction is allowed. 2) Per Table 1511.7 raised curbs and equipment structures a minimum of 8 inches above the roof surface beneath units and higher based on Table 1511.7 requirements. 3) Follow requirements for large and small missile impact resistance. Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003 THESE PLANS ARE COPYRIGfffED AND ARE SUBJECT TO COPYRIGfff PROTECTION AS AND "ARCHITECTURAL WORt(" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORI(,\ COPYRIGHT PROTECT'ON ACT OF 1990 THE PROTECnON INCLUDES BUT ,S NOT UMITEDTO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, '.. .,' ~ \2...C'::--.id l'/)<.:, (. IS" r" ~ ,..,. ~') . :I:'" (i' (?:)j;:n~4,'a r;'/ r;::",/,) " <,!,', ;/ r''-J,,-u';/t"' PROJECT NO. 03540 LEGEND RE9DENTIAL OCCUPANCY - GROUP R SUBCLASSIFICA TION GROUP R2 MULTIPLE DWELLING WHERE THE OCCUPANTS ARE PRIMARY PERMANENT IN NATURE. Parking Level 43000sf/200 SF per person = 215 persons Level 2 (First Residential Level) 37220 SF /200 SF per person 186 persons Level 2 Club Room 1962sf /15 SF per person = 130 persons Level 3-6 37220 SF /200 SF per person = 186 persons Exiting Capacity East Stair 140 persons Exiting Capacity West Stair 140 persons Exiting Capacity Club Room 720 persons Exiting Capacity Total 2nd Floor (First Residential Level) 1000 persons Exiting Capacity East Stair Exiting Capacity West Stair Total 3rd - 6th Floor 146 persons 146 person s 292 persons NOTE: REFER TO SHEETS A-521 THRU A-522 FOR WALL TYPES AND BEARING, NON-BEARING WALL LOCATIONS. 1 HR RRE RATED WALL 2 HR FIRE RATED WALL PATH OF EGRESS QD ACTUAL CLEAR OPENING WIDTH ur=J ... I[ EXIT "AU JI MIN. REQ'D CLEAR OPENING WIDTH EXIT F.E. [9J FIRE EXTINGUISHER CABINET '~"'''-' '""', "'. ..........., " ""'... "~ ", '" , " ',,-. , " '-, " " BPRC Submital: Date Plotted: Date Issued: January 10, 2005 January 10, 2005 / \ \' 0 '1 \\ ~ '''', " Revisions: .", " \, \ " '. '. '\ ........,..,.,.&.~ '. .9"; O~540./' "\ ?' CONSTRUCTIO~UMEN1S I \ I All XREFS: TTLB A_SP A_Units-2 A...FP3 A_FP2-ooow A_Units-,'3 A...FP2 A_FP-EE AJPl A...FP-PEN S_Col-l S_Col-2 S_Col-3-6 A_SP-temp ~ 't! Ll} o <( / - C (l) t:: ::> U / '" Q) C .~ o o "<I' o o /E ~Q. ~~ "'C'l ~@) 'OLl} 08 ~C'l -gci .- C'l ~ C o=> "<1'-' Ll} .. (") C ~o (")'0 82 N_ /0 0.:0: A)~' "'/Q ~ ~ 'C( 0" ,1J%1J .. :!.....~. {r~{ . ... Ct \. ".--- '-- - - --" t . LEGEND RESIDENTIAL OCCUPANCY - GROUP R SUBCLASSIFICA TION GROUP R2 MULTIPLE DWELLING WHERE THE OCCUPANTS ARE PRIMARY PERMANENT IN NATURE. Parking Level 43000sf/200 SF per person = 215 persons Level 2 (First Residential Level) 37220 SF /200 SF per person = 186 persons Level 2 Club Room 1962sf /15 SF per person = 130 persons Level 3-6 37220 SF /200 SF per person = 186 persons Exiting Capacity East Stair 140 persons Exiting Capacity West Stair 140 persons Exiting Capacity Club Room 720 persons Exiting Capacity Total 2nd Floor (First Residential Level) 1000 persons Exiting Capacity East Stair 146 persons Exiting Capacity West Stair 146 persons Total 3rd - 6th Floor 292 persons NOTE: REFER TO SHEETS A-521 THRU A-522 FOR WALL TYPES AND BEARING, NON-BEARING WALL LOCATIONS. 1 HR FIRE RATED WALL - -- - "/ ", /" 'i& x I \\ \ - -, /-- i \ o 2 HR FIRE RATED WALL OR CHASE If EXIT "A" JI QD [lL] ?\' I \ \~ , CJ ~ . ~-- LEVELS 3-6 - LIFE SAFETY PLAN I 32' SCALE: 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 - '- _/ ,_/ PATH OF EGRESS 16' Q0 ACTUAL CLEAR OPENING WIDTH [lL] ... I[ EXIT "A" JI MIN. REQ'D CLEAR OPENING WIDTH E EXIT FE ~ FIRE EXTINGUISHER CABINET I:.~...I ~F.E. ,g. . L. , ' . REVISION 5 REVISED RA TlNG PER BUILDING DEPARTMENT COMMENTS REGARDING OPENING PROTECTION. II EXIT "A" 11 GD [lL] V\, I' ~\I \ ~\ \ .~ CJ" , t ,~:. 1 .' " !l LEVEL 2 LIFE SAFETY PLAN REVISION 3 REVISE TRA VEL DISTANCE A T LIFE SAFETY PLAN LEVEL 3-6, CLARIFY RA TED CHASE SYMBOL SCALE: 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 16' 32' ,-------' -, I Keyplan I I I WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 4:1..esid e,)' '~ ~ " ,', c~~ ~ ~ ~ t't 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 "_.~ ~, ,.".....,,, "'" '.) , ,/7 7"'t ' ) . ~,,~ /~. f..r:.....,..../. ~ c?)j .t:7zce6L.t<:TFC.x 1!!.~~~i'!!Kjr~?e , Y, I C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 1 7USO. AS AMENDED DECEMBER. 1 m AND <NOWN AS ARCHITECTURAL WORI(,\ COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 I J BPRC Submital: 03540 Date Plotted: June 20, 2005 Date Issued: January 10, 2005 CONSTRUCTION DOCUMENTS Revisions: -ffi-Add~~d~~- #3 - March 3O~ 2005- - "D" BUILDING DEPARTMENT COMMENTS --- ~ JUNE 20, 2005 A-106 XREFS: TTLB ASP A Units-2 A FP3 A FP2-be1ow A Units-3 A FP2 A.FP -EE A_FPI A FP -PEN S Col-1 S_Col-2 S Col-3,6 A_SP-temp (J) ~ 1) If'i o ..( / -- C Ql ..... :J u / Vl (J) C .~ ~ o "<t o o / Ql (J) o Vl Vl o a... "2 o E ~ 0 -gr-... .- LI) ~b O~ "<t@ U")LI) C"')o 00 M"N o _ OC"') NN /;>.. ~ 0 ~~ '0 .. ..... C ~O (1) o Ql Ql-- ;$g /a... / / / / / / / / / ~ FE = I[ EXIT "A" JI GD [lr:J /\ LEVELS 3-6 E SAFETY PLAN \'" CJ~ ~ SCALf: 1/16" = 1'-0" WHfN PLOTTED AT 24 X 36 32' A) 0',.,.. "\~Q ~ \$ 11 0., ~%0 %1- ~ \ \ - '-- - - --- -- [[ EXIT "A" JI GD [lr:J /\ LEVEL 2 \'" CJ~ ~ 16 LIFE SAFETY PLAN SCALE: 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 32' Keyplan ~,., ...~si(:ie"", . ,-- ~'''(- , , "(:l ,0 ',s. ~ ~ WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A · <'1' '.' \~ / '~;:...'; :!~:- 1~J''''' 1, ,,'" >.;J ,.""~,, ' 1, II ~~) ~.'''~'' ,,," t 'Q. 1><...... itI 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E cty Hwy 3O-A, Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 m ~@~DW[f ilr1 1.I u MAY 2 5 ~< j.'> IJD i PLANNING & DEVELOPMENT 5VCS l em' OF CLEARWATER ~ ;"If (!M /.,; I ,0" ,- , {':'}l-,4';:"'/ "./ ,/ .,<<"",r"".",..::;V:~,'".#,',.,.~"'..~,',",J',,,#,,.,..""..:'.,:,f",#,,7: ' ".'01<"",',1 .,:~;#/L;l:l,cr,'E~'tf$c#"r?: " '7 "''''-'''''#'''JT .",.'" @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 Of THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCH~ECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 RESIDENTIAL OCCUPANCY - GROUP R SUBCLASSIFICATION GROUP R2 MULTIPLE DWELLING WHERE THE OCCUPANTS ARE PRIMARY PERMANENT IN NATURE. Parking Level 43000sf/200 SF per person = 215 persons Level 2 (First Residential Level) 37220 SF /200 SF per person = 186 persons Level 2 Club Room 1962sf/15 SF per person = 130 persons Level 3-6 37220 SF /200 SF per person = 186 persons Exiting Capacity East Stair 140 persons Exiting Capacity West Stair 140 persons Exiting Capacity Club Room 720 persons Exiting Capacity Total 2nd Floor (First Residential Level) 1000 persons Exiting Capacity East Stair 146 persons Exiting Capacity West Stair 146 persons Total 3rd - 6th Floor 292 persons NOTE: REFER TO SHEETS A-521 THRU A- 522 FOR WALL TYPES AND BEARING, NON-BEARING WALL LOCATIONS. 1 HR FIRE RATED WALL o 2 HR FIRE RATED WALL OR CHASE ffi PATH OF EGRESS CE) ACTUAL CLEAR OPENING WIDTH [lr:J MIN. REQ'D CLEAR OPENING WIDTH ... I[ EXIT "A" JI F.E. S EXIT FIRE EXTINGUISHER CABINET BPRC Submital: Date Plotted: May 23, 2005 Date Issued: January 10,2005 03540 CONSTRUCTION DOCUMENTS Revisions: ffi Addendum #3 - March 30, 2005 XREFS: TTLB A_SP A_LJnits-2 A.JP3 AJP2-below A_LJnits-3 A..FP2 A_FP-EE A_FPl A..FP-PEN S_Col.l S_Col-2 S_Col-3-6 LLS ~ -q Il) o <i: /' - c: 0) .... .... ::) U /' Vl OJ c: .~ o o "<I' o SE , 0 0)", g>'-!1 Vl ~ Vl ~ ~@) 'Oil) 08 ~C\I -go ~~ o 0 "<1'-'" Il) .. (") c: ~o (")'0 o 0) ~:::: -:':'.9 a... a... f._ - - 1\ 1\ \ I \\ '--I ,-I I I I I '--l I I I I I I I I I I I :~: B:: I : I r-I ~I I 1 I ~ I "PIli II 1 ~I ~I I ~I ~ 1 I r-I 10 I I I BI I Cl I 21 I I rL '~I I ~ ~I II I I I : I I I I I I I I I I I I I II --III I I I !~=====~_________J I III --1. L - - - - - - - - ....u:.- - - - - - --, II IF i I D if I. I I : L_________.J D I d I 121'-11" TO EXIT --------------------l EXI; ~~ / / / / / / / / L I I I I I I I b I o I I \ 1\\ , \ \ \ \ \ \ \ ~ I I I I I I I ~I lLJ 01 r- = I r--- ,I I LO <XlI I I I ) \ I \\ o LEGEND - A)~- "-?Cb'/: '$ f: o~ \~ ~ 1; ~+- ~ \ " .--- '----- [ ~ CJ u F.E. = 1\" '\. 0<0- ~ I I I I ,-I I I I I I I I ~I I I lLJl I ~I I '''PI I I '~I 1 ~ 1 I I I Cl : I I I I ..J 1:1 I I i I ~=====J---------J I~ --------~---: ~ ~F.E I I L_________.J I d I I I I I I I I I CtJ I I I I , r:::: ~ I 1 I I I I I b I o I I RESIDENTIAL OCCUPANCY - GROUP R SUBCLASSIFICA TION GROUP R2 MULTIPLE DWELLING WHERE THE OCCUPANTS ARE PRIMARY PERMANENT IN NATURE. WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1----, I I I I , I I I , LEVELS 3-6 - LIFE SAFETY PLAN - - ...... - - o I I I I I I I I I I ,--, I I--~ I '--i I i--i I: : I I I I I I I I I I I I I I I I I I I I I I I : I : I: : I I r-: 0 r-I d r-I I BI I BI ~I l BI I 21 21 I 21 I I 21 I \ r-;-I =.q-I 'r---I I \ 'r--I ~ I Cl I ~: I ';j: b ~: b ~: I : I : I : I I I 0 1 0 l I I I I I I II I : 1 I ~r:~~.:::::- "'- FE I I I r- _--.~~~. . 1 I I 1 I I I :: I I I I 1I1I I I I I I I 1,1 L_________~~~~~~~~~~L____ L ,~~ F.E. = I I I I I I I b I o I I 1----, I I I I I I I I I I ,---, I I I I I I I I 1 I r- x lLJ r- X w 16' I 32' SCALf: 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 F.E. Parking Level 43000sf/200 SF per person = 215 persons Level 2 (First Residential Level) 37220 SF /200 SF per person = 186 persons Level 2 Club Room 1962sf /15 SF per person = 130 persons Level 3-6 37220 SF /200 SF per person = 186 persons If EXIT "A" 11 dO [lrJ Exiting Capacity East Stair 140 persons Exiting Capacity West Stair 140 persons Exiting Capacity Club Room 720 persons Exiting Capacity Total 2nd Floor (First Residential Level) 1000 persons c:::J o r- o r- Exiting Capacity East Stair 146 persons Exiting Capacity West Stair 146 persons Total 3rd - 6th Floor 292 persons NOTE: REFER TO SHEETS A-521 THRU A- 522 FOR WALL TYPES AND BEARING, NON-BEARING WALL LOCATIONS, 1 HR FIRE RATED WALL - 'Vi '--I I I I I I I I I I 1 I 'r--- LO ~ ,1\ '\ 0<0- ~ 2 HR FIRE RATED WALL "If!'!" r- x w PATH OF EGRESS dO ACTUAL CLEAR OPENING WIDTH [lrJ MIN REQ'D CLEAR OPENING WIDTH o r- '0 I '0 co o ... I[ EXIT "A' JI EXIT F.E. ~ FIRE EXTINGUISHER CABINET / / u \ \ \ \ \ ~ o r- x w o f- r-- I Ln <Xl I I ) LEVEL 2 LIFE SAFETY PLAN F.E. SCALE: 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 ~ 0' 4' 16' 32' I[ EXIT 'A" II dO [lrJ Keyplan '.. lV' ..c' ~ :" t:? i d ~, t i. 2./';" I {, (. "~l 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A. Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 -i ,ti' f .7;1 '. 1 i I j\ ... );. I"t /' )'// ' << /)" ( '.''l/>/~,4I'ft''rt'/ '1"'/ t"~;'-i(,1'7("' @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF 1HE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT ,S NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT ANO COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10, 2005 Revisions: OF40 CONSTRUCTI~N DOCUMENTS .... \\ / ~" 1\:: 1 09 XRcrs: TTL~ A_SF AJPI AJP-FtN $_Crld $_CD~l A_SP-Iemp II o 0 o 10 o o <> o o 0 o <r 0 o o o o 0 I to o oq o cp ,~ , j ~- J ~ 0 I o 0 ~ 0 o q 0 l .0 6 6 1- 0.0 o 0 o Q o o o t 9 6 0 o Q =1 o~ , t J o i '\ 00 o 0 o I I >-- I o f o o o o o ..--- 2'-6" g' { / 9'-6" 9' 2' "':'fi" 9' / .( ;; ~ 1 I ~i I /"'~"'''' /,- ,,/ 7" Uu hU-~:3)::t~, u, u/ .' --r'r ", 'I ~= , I gJ / I / -~ ;, '. , '. '. " \ '. ': ~ i o o o .Q Ii ',&-0- lOr' 'I' I ' I, i, ' ,!" I i I I I ' I' ',' I, i 1',' ,I II I I I 13~' I I ' 'I , " " " I, ~"'111 ,,' "-,' 'i 'i ___ ',,..__' LJ I _J I I ~ I I I '11' II to .lllllll11'11 '1'.11"111 Illi II tli~ i'3~11 L_)J J,-,jvl:IJ-j '131 r III I (r IJ11 If , I, I i0111 I I-I , ,I I I I i I I I , I I 1-/--1 I -I I I " .., ! 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"'"'- - - -....;..,,; v ...................., / I I " Co ~ .Y 76' --Vi" I /' 23' / 23' I i / 23' ;/ 23' i , ;- 23' / 23' / 94' 278' * 23' / 23' ,r )' + / ~ 1:1 BLOG DEPT COMMENTS 4 REVISION #4 - MA Y 18, 2005 RfVISE POOL LA YOUT, HC RAMPS, AND UPDATE SITE PLAN 4:: ,/ +- C ~ '- :;l U / Vl 0) .~ tl o ~ o / (I) 0) o ~ (L ~ o ~ E .~ 8 3::::: o~ ~@ (")1.0 S;g 8N o - ~~ $!>- U 0 OJ:;:: "Q .. (L C /0 C" o (l) (I):t:: ;>..Q /CL 1\1' '\ ()~ ~ CD LEVEL 1 - PARKING ill REVISION 2 ADDENDUM #2 - FER 1~ 2005 SECURITY << GA TE REVISIONS TO THE SITE PLAN. f\,-_,_~ _J1!fll 0' 4' 16' _il~JIII_ 32' SCALE.- 1/16" = 1'-0" 1M-IEN PLOTTED AT 24 X 36 Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS PA BPRC Submital: 03540 'i(.~~ ~ ,\,1:.;e5" . ,. (;,.1') (>, l?,. ~',i;" ~ ~ ,<J; f;.i ,~ .... . .'.' , f,~Ir-"~ ~'4., r"""" \ ' t ...,.,."'....... ~ ~ ,.~ }.~ tI ' :; '~'_, ~, ~,;~:I ,". . ,"" - Date Plotted: May 23, 2005 Date Issued: January 10,2005 CONSTRUCTION DOCUMENTS 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 v~ 61'4Ib~ , ..,.._-""'-~......W^.., I (",",'~~'i':%', "",',"","", ,,', , f'Y"i, ':'.)"~I, .',' I ,.,..-,l" ",y, , ~~ ". .,''''' .'" _' _ ,.' ,; _ w' (",.r".,...,-..:'/" "';"', , ,:-:-~',: ." " ',:~ 'm. ,,"7 1t!?l.<~.tte7..jP~t! ~__, C7.<f..Mf$e~?e;, Revisions: & Addendum #2 - Feb 14, 2005 & Bldg Depl Comments, May 1 g, 2005 ;: 7@~ -HF,= FI ANl AP= cC>PVRlC,;F:l A": Al1=.\lJI.JFcr ro G1PYPIGHr 'WTPC'TIO, A, AN~ -,.t'.I?CHIILCllJ'l.AL WDR("lJN.J_P :SLCI (Jr., l{i:.! 01 IHL CGPY~KJH A(;! Ifl.l1iD. A.~ AM~NL;L.J ):CEMIlER, 1990 ^,'D KNOW~ AS ARCHllEC~RAl WORKS CCf'vRIG"T 'RorecToN ACT OF - f)l)(] rt--F PRDT~("TON IH\.! l:[")P) PdT IS tlOl IV TFn TD fI-F O'/FRAlI ;;ORM A~ WFII AS lHF AR'~ANC:EMENT A'ID CO,^"P'OSITIO,," OF SPACES A.N:) ELEME'J'P.i OF T-E DESIGN, PROJECT NO. 03540 I 0) S; fL' ; n11 ( i ~,~ MAY 2 5 2005 J L__ t'tANflqlh( tOrvElOPMrNT SVCS . (f'-, Of CLEARWATER w A- 111 XR EFS: TTLB A_SP A_FPl A_FP-PEN S_Grid S_Col-l L_LS o o q o o o q o o ), / / / / / / "'-.. "'- "'- "'- o o o Q Q Q , ' 1- 1 'I I i fr r1 Fl iI I I < r : I) 1~1!?!llllll '\ I j I \ j ,-t \ it u ~__ .-~--,- ,~I, , o o o Q Q , Q <: o 0 o Q <) o o o Q - ( 1 fO f o o Q 0 1 , Q o o o o ft I 1 t 0 Q L j ~t I o II o o !:, :., ') ,I: III II, .,1- .. '[I II I Ii 11 I' , L Iii, !, T 111,-1, ii, I j I II! 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I<-._/~Ic:::::::::::::: /'1 /f " " I ,--' i ( Ii I + cb c=::=I I c:::::::::::::: 9' 2'-+6" 9' ~1 :1 /1 30' = 1 {u .(- _ 176'-6" !, 1:~ ) / i , c:::J -'" ..... -r- 29'-6" 24' '\ ON ~ "" "" "" "" "" "" "" "" "" "" "" r I I I I I I I I I I I - --...;., '- - ~ - -- - - - - ~ - - - - - g' g' g' ~ ,( /, ~ ~ ~ ~ ~ ~ ~ ~ ! , ss 1 ' '00 00 03~40 I { , 1 -/--- 1 + /,: " \\ \\ u Ii if Keyplan II I II; - _ _____ J = = = c:=::::=:=:=:J c=::=:=:::J ~ i c:::::::::::::: c:::::::::::::: == . I 9'-6" 2 - " 9'-6" 9' 9' 2 " 9' 9'-6" 9' 9 ~ / ). - . 00 I , ~I I 140'-2" I 130'-6" 9' g' If -r , 6" l' 1-- i ~ , (I II 1= -- == - , i ----', I 76' -4i2" i I , { if 23' If 23' ;( ~ , i o o <P '., '1If.II.I:I' il' i III , i ,I'I I, I , i' liit , 'I' ,1f I [II ,Il, _ 1.1 i qr 13 0'-2" 'r~" \11 [ )jnll ! I j , j II ill 3 ' 1ill' "II"lf,l., I ,I ,I l! L _"L I I ! ~ I ' -o-"--"T"~~ - I ; , . I . (0 I ~ N m c::==:::=:::::J c:::::=:::=:::J c:::::::::::::: c:=::::==:::::J c::===:::::J c===::J c:=:===::J c:::=::=::J e 3- 1" 9' / ',,'") 9'-6" 9' 9' 6" I ..... 9' 9' 6" 9' g' / 'I' ) 1,1 I = ~ I ~ 23' I { i/\ I " o '\, O'?- ~ WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3Q.-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003 THESE PLANS ARE COPYRIGfiTED AND ARE SUBJECT TO COPYRIGfiT PROTECTION AS AND "ARCHITECTURAL WORI;" UNOER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF )990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. /,) 1(; l -, --, c::J "..,.. - --1--------- - ==1 "'!-' =f= I ~j' , I 30' / / 30' 30' / 11,/ ----: ---I i /' .-V -----t! " r CJcC=1j7=-' I i " !J t''''-'' I g' 6" { l' g' / , ~! I -=-- -r-- ~ -..,... il!' " 1"11 ' = = = = = = = = = = = = = = il (:-il,') , , " il,:';:' i'-) El g' 2 -+" g' I 9'-6" 9' 9'-6" " 9' l' / / i tn I I ..... ~ N - 170'-6" 9' 9'-6" g' 2' " 9' f 9' 2' " 9' : 9'1>.,6" /n 9'-6" / ( )(j'; '0;1. --,'t I , I ' i I '1,1 1:-11 I ] i:1 'i'l ,.1 I , , 94' 278' 23' -i' l' LEVEL 1 PARKING = = B 9' 2 -+" 9' , i 9' , .. 9' , r::::::::::::=: c:::=::=:::J i I 23' y = = = &1' 5' = i' ::'i il , ,{ 9'-6" -1- ..~ ,'1 " . :z: 12' I I i I . .' II i il II ' ;1 I: m ~ :i6~6"1 X: r , I ;- o ~ ~ 24' ~ J' -l1Yz~ _/- / Ii" "\ 1 1" 3'-2" ~r 1 ~=~ I I gl l' I / ___~/1' ~ I' , , I I g' 2' -6" g' If / 1 lID! ClJ ~ ~ CD 'i.. I l' ..r ,19' I' ~ I '0' r-<") . , i r- -- - ~ - ---.;..; i , I ~, 23' 16' -"~ 32' SCALE: 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 .\.1....C b i ,,-j (.. t) (" .. . t. ..:I ,! ,'S" ~ (~</jic'" r:.. . , I j fI .. , .' 'I I (':)I>~~~4~'ar;/ (f-;Y":"Layr' PROJECT NO. 03540 ill 'r I ,i I 00' I ! , ' l----+u I .r 23' / " ~ " .\\.~ \vJt ~ltj nn',1 , / / \ \ / '0> I, \. ~ , 0> en ~ , en '.q- 1 N r-- en : "0); i- 19' ) en , , . ...r , 1 en 0: :~ -1- <0 ". Q I , BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10,2005 Revisions: :r -ttJ il II 11 , ;' CONSTRUCTION iOOCUMENTS ~ , \", 111 ~ XREFS: TTLB ASP A Units-2 A FP3 A FP2-below A Units-3 A FP2 A_RP A_FP-PEN S Grid S Co,-2 S Co,-3-6 ASP-temp .- I 41 4' - 7" 360'- 2" ,( /' 11 --- ~ ----- ~.~ --....;.;.;.;-- - --- --- -- --- -- - -- -- ----- --- ----- - /- I o " " I I I I I I I ~ I" 30' 30' 30' 3' ( I I~ / I I I 11 1" -~ 30' 30' 30' 30' 30' 30' 30' 29'-6" 7" 3'- 2" -rr ~ ,( I 1 / / /' /' / / / / to I Do -- rr-- '" '0 1 . ,I \... '" q 18' t v , h Do I Do N 34'-11" I ~ EIi=o 'k , I '0 ' 1 i..o ~I 'co LO, I I ~ , '" I I I I I' .u- ric ,~L ~. ~I I ' ~o I") / 2ND FLOOR - STORAGE 3RD FLOOR - ELECTRICAL 4TH FLOOR - STORAGE 5TH FLOOR - STORAGE 6TH fLOOR - ITEVA TORIQUIPMENT ROOM 8'-6" X 17' w '2ND OR - MECHANICAL I 3RD FLOOR - ELECTRiCAL",. , I 4TI1 FLOOR - STORAGE 5TijLOOR - STORAGE 'col 6T LOOR - ELEVATOR mtllF, MENT ROOM 113' X 24'-6" I , J: t ,\ (2\ .'~ ." " I , 367' ,( l\ ,\0 0<<-- ~, LEVEL 2 RESIDENTIAL UNITS SCALE: 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 16' 32' ..l: / - c: (]) ..... :s u / V) Q) c: .~ o o "'<t o o / (]) Q) o Vl Vl o a.. "0 (; E ~ 0 -g...... .- 0 ~~ o~ "'<t@ L{)L{) C"?o 00 M'N o , oC"? NN />- ~ 0 ~~ 'c.. ..... c: ~O c:"O o (]) (])- x- /.Q /0.. BWC DEPT COMMENTS 4 REVISION #4 - MA Y 18, 2005 UPDA TE SITE PLAN Q) ~ "0 N REVISION 3 REVISE DETAIL MARKER BPRC Submital: 03540 Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ,,;t..eB;idE~Q(~~ .' ,q;' fi~$' ~" '~ .~ f"l" rwc,< "~. l~~-~~! ~~ ,;~~; :.-\ l."~._ ~ 1><'1; " ~ 'I A nO> <f."" ,', " ~ w.,>-,-* 151> r' ~~',. <... ' " Date Plotted: Date Issued: May 23, 2005 January 10, 2005 CONSTRUCTION DOCUMENTS 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 v~ dvfl'5 {':;l/~":"< '/-: ,'. / _,.((,"",','~,',,',,',;:~:,;:;?,,'~,",~,','~,.,',:{ ..".,''''..,..<'.7 .',',,''"''',..',>, I ,..,'/.,'/;U-t::r#/f-r;,rr7 ~ 7 '~'''''h''')t''' I ~ '~, ~,j O),f~~ ~" D W fE ~n I in I An 5 20ll'i li 1 ; I."L"''i/'IU''iC i orVELO l.!...... Of Cl€A~~~ SVcs Revisions: & Addendum #3 - March 30, 2005 '& Bldg Dept Comments, May 18,2005 A- 112 @WOO THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYR'GHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 XREFS: TTLB A_SP A_Units-2 A...FP3 AJP2-below A_Units-3 A...FP2 A_RP A_FP-PEN S_Grid S_Col-2 S_Col-3-6 US 414' - 7" 360' - 2" 30' 30' 30' 30' /- 18' "\ I I I I I I :- I ~ ~ t " 30' 30' 3' (I I I- I I I 11 , , , r, "I ;' --- ,( 30' 30' 30' 30' 29'-6" I 7" ! ' 3'-2" -rrr / , , ;' I N 1 <D ). l.LZJ.. Iv I ! / <D I ro , o " G:. +- I , ,~ J _ D ~ 1~ 'be 34' -11" .., .. ,I ro N ~ CiITJ C6IJ I I I I I I I , '-. I -+ I I I ! ::0 ! ~ I 'L.O ceo 'i- 'I I 'co, I LO _l~ 'l~" .1 to 'I' ~-,~ -H-- il:l"0 i :: i I ~ ' i-rl I . Ln I I I ~ ,'~~, ,~~, l1s-~-,,--~~~~~-~ ..J ~ I '0 I"') --= -.. ''!- 2ND ~OR L' MECHANICAL , I 3RD FUOOR - ELECTRICAL ! 4T~ FUOOR - STORAGE I 5Tff'fUOOR - STORAGE 'co I 6TI-thW.OOR - ELEVATOR Ei1tjIP. MENT ROOM 13'-"1"1 X 24'-6" , , 2ND FLOOR - STORAGE 3RD FLOOR - ELECTRICAL 4TH FLOOR - STORAGE 5TH FLOOR - STORAGE 6TH FLOOR - ELEVATOR EQUIPMENT ROOM 8'-6" X 17' ~ J ~' {i- 'i- f )- "--- - - - 367' ,( '\ ()~ v. LEVEL 2 RESIDENTIAL UNITS 1\ 16' - l 32' SCALE: 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 OJ ~ -q N .,( / C Q) ... ... ::> U / Ul OJ c .~ o o "'" o o E /0.. &8 o .. UlN ~@ 'OlJ) 08 ~N '0- CO ~';; 00 ""'-. lJ) .. ("') C ~o ("')'0 OQ) o_ N _ -:":'"Q a.. a.. Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A .\-LC f, i (,j (.. t) ('> AO . (~ IV' 'f" J ' , ~" ~ r' .,. '"'" -<:"", .. "~-( .~ "", "1" "\;~~ '''.. ...\\~: , Revisions: ~\ ,. .... ~ , , , '" 03540 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 i ,/r'" / \\. ~ lQ \' \1\ BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10, 2005 MENTS ( -,1,,/ ' (;:,/) j "/j'>;'~f'4F'rIr;/ ~/ rF,"Jdn7~' @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMSER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECIlON INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WelL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 XREFS: TTLB A_SP A_Units-2 A_FP3 A_FP2-below A. U nits-3 A..FP2 A_RP A..FP-PEN S_Grid S_Col-2 S_Col-3-6 L_LS )( ~\ t ''lll',.. .-"-j" ,.., " ~.Ir---- ----- l I I " . I '7'1 '01 r-') . LO I '00 N I I I '\- \ 'NI' I I I I, I <0\ ~~ \ I' I ro I '.q- I N' Nl I ~ I ~'~ Ii ~, 1 0' ~i A-202 , , I '~{ I' '~1 I \ , i tOl ,~! 1'01 I I I )., '[iJ ~I~I .1 I ~, J <.D I ro N ). OJ 3 -q N ..( / - C 0) .... .... ::> U / VI OJ c '3 o (5 -.:t o OE /0 0)0- OJLC') o ,. VI~ ~@ "28 ~N '0- cO ~-;; o 0 -.:t-' LC') ., ('I) C 9-0 ('1)'0 o 0) o_ N- -:":'.9 a.. a.. 1 '-11,," ,;- i V, \t~ r )( I I 1, I \ f ,,- - ,," " I I 30' , I I I 1 / 30' 30' / , 30' , V, \t~ V, \t7 " 414'-7" ,( 360' - 2" " , " , Iii I 1 I I 1 - .." / ! 1;1 30' 30' 3' 30' I I I )I I 1 I , I ~ - 30' 29'-6" 7"i ;- 3'-2" 30' 30' " " , I i I I I, 3'-!-8" - '~ ~ I, ' I ,I.. , I I 3'~8" .( I, l' , , , i 3' -+8" t 1 1 ' ~ I ! 3' \ 8" 111 I I '-! !J- , ..- I I , I 3' 3'!-S" 1jf t " I I I , I I 3'!-S" I .1" 1 i I I 26'-6" 23' - 4" 11'-9" 2'-10" 11'-9" -{1- I I , 3'~S" t \ l' ..- I Ol i 11'-9" 2'-10" 11'-9" .f .( I l1'-S" 2'-11" 11'-9" tt I I 2'- 0" 11'-9" 11'-9" f t 11'-9" 2'-10" 11'-9" l' .( I i , 16'-1" 13'-7" 2'-10" 11'-9" i f 3' -1S" .r .r I I I , , 11'-9" 2'-10" 11'-9" i t "='" o -.= 1=: I II ,,, 2 '0,," Cr ~ ,;-, I" IT' l' ~I' < ~L-, > ' '> ') " .~ 8(IVj~/ I~ / /1[rL~ l\~/n~n_~ nL(~ ~ ~ :- ". '::r~ ~,W:: :~c -~ 11{~Jl - · L~ c \ u l c 1\ lJ I I 3'-~" 4'-10" 19'-4" S' i 25'-8" 3'-~" 12'-9" l' ..- 11 f -r I t l' c::\ I "roll " 1 ~ I i\(~ri "f I 6' "'1W,; ,,'''i,i>>,>~ " " li55 1 "'~ m~ I~/.:.o... AA - · :?\~: ~ fill .U+ ;:. T~ Jyb:~ H \ \L ~ ~ M" d= I 'c - II' I l--'...:;u. - -, 0.- 1. r3" ""/. !i.TI. c- T _ 0 lIl=--'R- I~ ""i', ','~ 0 W ~ + fE:I-- -J : [I: 111"= --f · r.- ' '.1\ If'l=;= F ' Pl ~ I L- ',r T I ~ I 1, r_~~~ ~kE i""'\. ^~ L)// ~ J 1I'.,'"i& U' . _ ~ ,i) Inl, ~~ 111 <: , ";II~ I , flll7:'; i <. Io! -,~' \ .\, "' 01Jl": h .C' " '" ,,' ,,_" ' ,..,. -..'........ ITuC I i II A' -01 ~I , "<.0 ' - ~ -L.!o .u , Ii' ~ , 6' ,-1' J IJ "" ,- _ !:::::3, "r:=:= 1\. C ::=I I - I @~ " F - -~- - --- I' ~~1 \ \ ~ rI ELE~I~TOR I" LOBBY T J ~-~ I I: 1 16~:' JL,. ~I, - - - -\,f 1,\ I, I 2S'-10" ll-IlL1~)" .( 1 ' ,f-'{,f- .( I 'S' , I J C']: L-_v , " i 00 I "-1 -'~ I <XJ, ,I I 0, ~, , 'f. , ~ --\(9 'LO I , 32' "" I 1 -{ '" -ex:) I ~ 22' - 2" ~' -4'" lS'-7" 25'-S" .r .. 2ND FLOOR - MECHANICAL 3RD FLOOR - ELECTRICAL 4TH FLOOR - STORAGE 5TH FLOOR - STORAGE 6TH FLOOR - ELEVATOR EQUIPMENT ROOM 8'-6" X 17' Keyplan ""lND FLOOR=.,=- MECHANICAL 3RD FLOOR I' ~LECTRICAL . :4 TH FLOOR In STORAGE N ,5TH FLOOR C>-I $TORAGE ~,6TH FLOOR - ~LEVATOR EQUIPMENT ROOM ~ ,13'-2" X 24'-Q" , "I 1; <01 ,,~ ... '-! , , -0' , ' ...""" I '" ""=,,, l.! ,.. L.!o..... ......,... .i ~ L- - - - - - '- , ..... .. /\ I ~ ~ ~~~ ::;: ,-=0 \/\ ."'~' '1' 12 IE!!i Ii!5!i IS '" ~(J ~'ill - L:~ f H~III ;!!SI ICi!5 I,~ ~ tIDfj I ~1~ n -r ... u ~\~ J" LE ~~ ~ I ? "I ~ ~ 1 cC- 4/\.Flli,,, v Q n [7 I ~ TT L?(~ I l I < J ~f ~ IP" l7!< ~,Wt-.l ~ .> VI ~ \ u lIJv,~ ~ >.r1I~:- - .~f1. ~ I a r-') IE!!i ~1~8 13 o f- lp ,,) 5~' u 1 ke, ~L ; ~"'~ 'l. '.\ I((;:'! l2/1 >7 nV, Q ~, ~ rl ~ ~ Jr". ~I ~ ~ -< ~il i~ -< ~.I: ~\i!IC \: rt ~ v '= (n I m-^"."fCi~ ~, LiPERJ~ ~ I ~l\!"l ELE~~ TOR 11 LOBBY II 9'-6" L d 16'~8' r "- -~\... ~' - -,... , I i-1(i)" ,r .( --; :'11 ~~ 1t.:,\~ ---l ~~~ F: ~ r- ".J f- - 0IE:5 .) ,1--1- - f ~ 1=1-1 - ffiilJ ~ ~ __ ~o If-I-, DiD -="= ,) f- ~) - , ,.c I'? ',( I- " - ~ I--- " ._~Jr\ ~~,~r:=:= f\ r" -. J] I-- .l~f"" , -I , , \ __\@', , '3-5 , 13' -10" I A-4:;1 1 ,( < l?F" .() ~ , ~_r:=:= f\. c:!::::::I r...... .-f\... - I~ __~ 1\..-- 1 I I ~ I \ ~ I-- .- --,-,. I 1 I ....L , ' I 1 ' I , ' J-SJ 367' I 1 , 'T \ . ~'~8S / I I , .....:...... OPEN AIR CORRIDOR -- I I I II I 11 ' I' I I 11'-9" 2L1Q" 11'-9" l'~sl, 11'-9" 21-10" 11'-9" .'t,'-sr," 11'-9" 21-1 "11'-9" ~,'_81r,,' 11'-9" }f { ~, .( " ~} ,r 1 , ,-l~ , I I 11'-9" 2~,- 0" 11'-9" .( {' 33' - 7" , I '\ \ ", 11'-9" ~'-8t' 11'-9" 2L10" 11'-9" If { { { : ',I .. / w ... ,1\ , \ '\ ()\Z- '0 LEVEL 3-6 TYPICAL RESIDENTIAL LEVELS I 32' SCALE: 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 16' k i 'h :' 'r-en II I " . I LO , j '\ , i I ~, :I! .0: <"'I, I I 'to I 'r-') N I I: ~ -~', ~~i -~~ ). I ~ f2\ Y "0 ~ I '\. 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A .., .:": t? i ,i C;" ,-. "V-~ ' , c' (. ,\. / "') \\'~ \'\ ~ .. .../ ..t; ~ ~. "" 'III ..,. , 'ti, ,~t/ , I ',' ,J. I ! ' 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 , ( .), 1// /' << 1/')' " ,,' ''l// /,~h/'a rr/ -i',/ ~/..;"')a7"" <!:> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORt:::. UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND ~NOWN AS ARCHITECTURAL WORI<S COPYRIGHT PROTECTION ACT Of 1990 THE PROTECTION INCLUDES BUT IS ~OT LIMITED TO THE OVERALL FORM AS WELL A:; THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10, 2005 Revisions: CONSTRUCTION DOCUMENTS A- 113 XREFS: TTLB ASP A Units-2 A FP3 A FP2-below A Units-3 A FP2 A_RP A_FP-PEN S Grid S Col-2 S Co,-3-6 L LS / 360' - 2" / I I 7" / / I / / , 3D' 3D' I 3D' 30' / { / If ~ 30' 30' , / 29'-6" 1" I ., - I 3D' y 30' 30' 30' 30' )" o ~I 3'-~" }yp~ 3'-6" ,( ,( OLO I I ~i I I 'I I I 'I I -------------------- ---------------------------- .<0' I f.0~ @ II 'I ,I I I I I I I i' ~ ! . ," <052:; ,.1 __ 1'0 , PROVlOE W~J<<fAY PAD i- ~ I @XV .I~ I" WIN/FT (rYP) ~I 0 . r- OO 1 I -.q- ~I @ 0 @ -co 1 .00 I N ~ r WIN/FT (TYP) . ~ . {. ", ,~ I.", I = 1 ~In 1 -~I =<0' I '0''', " ..................:.:.:.;....;.<::::.;.:::.::.::;:::::::.:.:." I ........:.-.-..............-.-.......'.. ........,................N.............. .;::::::;:::.~:::::~: ~ ~ @ , I @ {O)fffl ~ ~ ,,~ I , i :,)):: "'" .""'.""""."".'.'.'.'.'.'.:.""'@XV ~ :c 0- ~ DOQ]O cffi, I @ t @' @ , . @ till I ~ ~I @ @ @ @ @] _I I o f"") { o N I en " , - - - - - - --'- - --=-- -'-- '<0 --;;. ~ { , " '<0 ,: I -1'0' - -n -+--'" J'-6" y / 367' ~ UGHTNING PROTECTKJN SYSTEW, lYPICAL REFrR 10 mc, OWGS, FOR ADDITIONAL INFDRNATION j'-6r'l Ityp'l ' / ,( ,r '\'<' ()~ ~ UPPER ROOF PLAN ..l 1\ 16' I 32' SCALE; 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 / / / "- " REFER TO ENlJRGEo STAIR PlAN 6/A-431 ' FOR WALL =S~~ / / / / ~ 3" RAIN LOOER " " I I ~-----_:...._--- ___________",J 0) ~ -q N PRtMoE CRiCKET (II" PER 1'-0" WIN,) AT TOP or TRiW, 1'1P. AT INTERSECTION or VERTK:AL WAll PRO\1DE CRICKET (II" PER 1'-0" WIN.) AT TOP OF 'TRIW, TYP. A1 IN1IRSECTION OF \1:RllCAL WALL 4: /' +- C (l) '- :s u /' V1 0) C .~ ~ o "'<t o o /'E (l) 0.. 0)", O~ V1 .. V1<") ~@) "01/) '-0 ~~ "0 ' .e;: ~ ~.o o (l) "'<tL.l... I/) .. C'I) C ;:?-o <")"0 o (l) O+- N +- -:":'.9 a... a... 16' I 32' WHEN PLOTTED AT 24 X 36 ~... 0' 4' SCALE; 1/16" SCALE; 1/16" = 1'-0" REVISION 2 ADDENDUM #2 - FEB. 14, 2005 . ADD PIPE SUPPORTS FOR FUTURE EQUIPMENT (IE SA TELLlTE DISH). DELfT PAD INDICA TED FOR FUTURE EQUIPMENT 16' I 32' l' 0" WHEN PLOTTED AT 24 X 36 LOWER ROOF PLAN - EAST LOWER ROOF PLAN - WEST 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ A?aid~h <~.,.!.", ~', J: (' ). . ' :~'(l /Zi ""t'>; ..t;' -l' ~ ~-:-_..,. r'~c" ~ r ': {;~ ~~ i""D, '-, '," " ,','....i'lo l_, _.~," ~ .~" .,~ ~ J;. 'i~.- 1""'''"' ~ '- ." ~ ~~. '; ;"~.:. - 'f ~. ;. ,~ tl L...,-" ~ b' """".t ..:.:"'.'" BPRC Submital: Date Plotted: February 15, 2005 Date Issued: January 10, 2005 03540 Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A CONSTRUCTION DOCUMENTS 0~ $"HI'~ (~:?J:l1;:~~7e?;"F~tf' g;ji;~~;~if~?<Jt , 1't ~ Revisions: & Addendum #2 - Feb 14,2005 MAY 2 5 70n~ ~ A- 11 7 '" 2(J03 THESE PLANS ARE COPYRIGHlED AND ARE SUBJECT TO COPYRIGH1 PROTECTION AS AND "ARCHI1ECTURAL WORK" UNDER SEClION 102 Of THE COPYRIGH1 ACl, 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITEC1URAL WORKS COPYRIGHT PROlEC110N ACT Of 1990 1HE PROTEC110N INCLUDES BUllS NOlllMIlED TO THE OVERALL FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 PlANNI '- ~ O(VHOPMENl svCS ory OJ' CltP-HWATER XREFS: TTLB A_SP A_Units-2 A..FP3 AJP2-below A_Units-3 A..FP2 A_RP AJP-PEN S_Grid S_Col-2 S_Col-:>-6 US 360' - 2>> / l I' ~\___ ':co S?:;' _,I -+-' n , 1 ..r I i, I [ I 1" t7- I I 3'-J" typl {' ~ 1(1 :, \1 30' 30' +- 30' I nut / , , I 30' 30' 30' 30' 30' 30' 30' 29'-6" 7" '3'-2" -rr:- I 1 i I / 30' / I ~ I, 3'-6'1 -1 ,( CllERfLOW [llAIH W/6' D1WN PIPE '-m OVERfLOW DR/jN W/6' D1WN PIPE =co ' ________~___________________ 1 n' I I I I I I I II .1 -------------------- OVERfLOW DR/jN 6" DR/jN PIPE .@ I , OVERfLOW DR/jN , W/6" [llAIH PIPE ~ l . L.() I 00 ('oJ ~ !ill I I tt PROVI[)[ WILKWAY PAD CONTRACTOR TO PR<MDE PAD nOR :[]: fUl\lRE ROOf TOP EQUIPIlENT (I.E. SATlLUff DISH 00 OTHER ELEC~IC EOOfWE~T) 1 @] I @] ~ ~ ~ r WIN/fT (TlI') .I..G> .....ro1 ...,..... , r-- I I I ~ o . 00 I 00 N + . i I . I" WIN/fT (TYP) <D I 00 ('oJ !ill LGlTNING PROTECTION ~ 0 0 0 0 0 !/AST, REFER TO ELECTRDI. DRAWINGS fOR IO~TlONAl INfOR~TION I" WIN/fT (TYP) I I I I 1 I I , I I I , I 0F , 6 ~ F F , ~ , ~ ~ ~ ~ I I I I 01 01 01 01 I fJ .@IEFl @!iT ~ ~ I , '~ ' 0 @:€> 0 0 t::J:Cj 0 0: !ill ~ 00000 [ol !ill ~ o 00 1 O~RfLOW D1WN -t$ w/a" D1WN PIP!: I I !ill 1 ~, ~, I ' '0 I"') ~ o ow DR.'JN " DR/jN PIPE 1 - - - - - - - -" -"'~ I ~ , ''I-' -N I to, . I I ~Inl ,I I' LO , ~I I en I ).. i '1'1 { I ~ ':co'" I n). -r 367' ~ UGHTNING PROTECTKlN SYSTEW. lYPlCAL REfER TO mc, owes, fOR ADDITIONAl INfOR~TKlN -n -+-' ).-- , 3'-6\,' It ,: . i YP", -r l' l' 1\ UPPER ROOF PLAN '?-'\ ~o 16' I 32' SCALE: 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 ~ ~ / / / "- "- "- "- "- REfER TO ENiJlRGED smR PLIN 6/A-m fOR WILL ~~S:~ / / / / I I , L!___________ ~ -q N PRO~DE CRICKET 0" PER l' -0" WIN,) AT TOP or TRlW, JYP, AT INTERSECTION Of VERTICAL Will PRO',\OE CRICKET (ii" P!:R 1'-0" MIN.) AT TOP or TRIW, lYP. AT INffRSECTION Of ~RTlCAL WILL '..;.. ~,~~~ I <( ./ - C (1) t:: ::) U ./ '" Ol C .~ o o ~ o o ./E (1) Q. 0lC'? ON '" .. "'N fl.@ 'OU") 08 ~N '0 - cO ~~ 00 ~-, U") .. C'? C ~o C'?'O 0(1) o_ N_ -:""':.9 c....a... SCALE: 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 CD LOWER ROOF PLAN - EAST ~ 0' 4' SCALE: 1/16" = 1'-0" ',.~ " ".... WHEN PLOm~~ LOWER ROOF PLAN - WEST 16' 32' 16' 32' ~, ,'l/' /" .I / / t "'. .~ ,.,. / ',IV VJ \\\ ~ January 10, 2005 January 10, 2005 03540 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ... ../ ~ ~ ,...sit j t'/ '\.l..L: '1 (, (. .~. BPRC Submital: Date Plotted: Date Issued: ~ --r Revisions: TION DOCUMEN.t'; ,#,'"",../' .... . r:...~. y Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ( -)'f' (1-: /) " , 'l// /1'#'4-",.., rt'/ ~./ a..;";r,9't" @2003 THESE PLANS ARE COPYRIGflTED AND ARE SUBJECl TO COPYRIGKT PROTECTION AS AND "ARCHITECTURAL WOR'" UNDER SECTION 102 Of THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER. 1990 AND ~NOWN AS ARCHITECTURAL WORI<S COPYRIGHT PROTEClION ACT Of 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL fORM AS WELL AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS Of THE DESIGN. PROJECT NO. 03540 XREFS: A_FP3 A Units-2 A FPI A Units-3 I Fum-3 TTLB AJP2 A FP-PEN A_FP-Symb ASP S Co,-2 S_Co,-1 S Co,-3-6 I Fum-2 L_LS OJ ~ -0 0. ~ N I ~ <: /" - C Q) ..... :s u /" Vl OJ c .~ o 25 -.;t o o /"E Q) 0 ~~ Vl .. VlC() ~@) -oLl) .....0 ~~ '0 - C~ ~~ o Q) -.;tL.l... Ll) .. C'f) C ~O C'f)-o o Q) O_ N _ -:":'.9 a... a... / ~ ~ ~ ~ ~ ~ ~ ~ SEE LIGHTING REQUIREMENTS FOR COORDINATE STRUCTURAL POUR AND FIXTURE HOUSING AS REQUIRED; ....- I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 8 ~ ~ ~ 8 8 ~ ~ ~ ~ ~ I 1 L-8 " " BL-4 -<0 \. J~, sr_"" t ~l-B OJ::] ~:, BL -4 ~ 8 ~ 8 ~ 8 ,~ ~ ~ ~ "~ ~ ~ ~ ~ B ~ 0 8 8 ~ ,~ 8 8 ~ ~ ' '" <0 6' I ,d__, :LO, <f L-8 :LO" -4>-BL-4 <0 't 'LO ' '<0 L-8 -;,1 BH ~ ~ ~ ~ 8 8 ~ ~ ~ ~ ~ ~ ~ ~ 8 ~ ~ ~ ~ 8 ~ ~ 8 8 ~ 8 ~ ~ ~ 8 8 ~ ~ ~ ~ ~ 8 L I G H TIN G LEG END LOCA TE L1GHTlNG AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE eEl LI N G LEGEND CEILING 9'-6" AFF , ARCHED DRYWALL SOFFIT '\ LEVEL 1 , , ABOVE MASTER VANITY ',' , , , ' ',' 1-.1 ',' CEILING 9'-4" AFF AIR SUPPLY 11I- . 0' 4' 16' CEILING 8'-8" AFF RETURN AIR CEILING 8'-4" AFF EXAUST FAN I- I STUCCO FINISH ON UNDERSIDE OF -or- .' FIRE SPRINKLER HEAD , SLAB SEE DETAIL 11/A-505 STUCCO FINISH ON ARCHWAY SOFFIT .... FIRE SPRINKLER-SIDE WALL SEE SECTlON 2/A-310 r== - -, I INDICA TES EXTENT OF CROWN MOULDING L__--.JI , 32' REFLECTED CEILING PLAN L-x4 IT] BATHROOM FAN BL-X EXTERIOR WALL MOUNTED FIXTURE L-x4 Q) JUNCTION BOX FOR FUTURE CEILING FAN OR LIGHT BV-X WALL MOUNTED LIGHT (VERIFY HEIGHT) BA THROOM VANITY L-4 Kt=~ III III DECORATIVE SURFACE MOUNTED FLUORESCENT LIGHT SM SURFACE MOUNTED CEILING LIGHT FIXTURE L-X-9- L-X I I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) BL-X SURFACE MOUNTED BALCONY LIGHT FIXTURE KL-X L-X~ L-X 0 RECESSED CAN LIGHT BL-X WALL MOUNTED ENTRY DOOR FIXTURE RC-X LS~ 0 L -X-9- RECESSED SHOWER LIGHT CL-X CLOSET LIGHT L-X A L-X -+ RC-X 0 DIRECTIONAL SPOT LIGHT BL-X SPECIALITY PENDANT L-X A DIRECTIONAL SPOT LIGHT L-X 0 CABINET ACCENT LIGHTING RC-X 0 RC-X ( ) L-X -@J SURFACE MOUNTED FLUORESCENT LIGHT PF-X CHANDELIER LIGHT FIXTURE BY OWNER UNDER CABINET LIGHTING SCALE: 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 GENERAL NOTES & 1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION. REVISION 2 ADDENDUM #2 - FEB. 14, 2005 LlGTHING CLARIFlCA TlONS. ADDED LIGHTING NUMBERS TO COORDINA TE WITH THE SPECIFlCA TION SECTION SEE SECTION 16000 LIGHTING SPECIFlCA T10NS PAGES 1 through 4 Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A BPRC Submital: Date Plotted: February 11, 2005 Date Issued: January 10, 2005 03540 CONSTRUCTION DOCUMENTS '\!~. ..~Gideh", ,-...' , ""', J; C' ,,', '(> ft; ',S' ,~ ~ Revisions: &. Addendum #2 - Feb 14,2005 "'I' , "''''''0 'Nt ,-,::, ',,: i '. )''#, rl' .., 'i r;- ' '" \" '.' .f .'" " '", ;,;< ;.,...---- W ,"". :'~.- '-.-,;_,,,,- '",'t ~ fit 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248,9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 cf!)f1;~':~~~tf?rY!~ g;;q7.~~je~~~f .'1'. ~~ (;/<-{/o< @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT liMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DES'GN. PROJECT NO. 03540 " D: rn@~DW[I UJ) MAY? 5 7n:',> ~ >. ,...J. I. I PlANNtNG &OCVrtOPMENT SVCS I CIl)'OF CLEARWATER A-121 0> ~ '0 Q. u ..... N , o ...,. ..{ / - C Q) t:: ::::> U / V'l 0> c .~ o is ...,. o o E /0. Q)o O>~ o .. V'lN V'l~ J:@ ~8 ~N '0 - cO ~~ 00 ...,.-, Ll') .. M C ~o 8'0 o Q) N:t: /0 a.: a:: / ~ ~ ~ ~ ~ ~ ~ ~ ~ SEE SHEET A-315 FOR LIGHTING REQUIREMENTS FOR STAIRS. COORDINATE STRUCTURAL POUR AND FIXTURE HOUSING AS REQUIRED. - I ~ ~ ~ fl ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I lJ l -- J~t cn::J ~t* DI:J w,~ ~t. 6' -O.J ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ 14 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ =cr~ + XREFS: A.FP3 A"Units-2 A_FPl A_Units-3 LFurn-3 TTLB AJP2 A_FP.PEN A_FP-Symb A.SP S_Col-2 S_Col-l S_Col-3-6 LFurn-2 us H I (I I (J I ---., ~ 0~.--;':;,;,'~____ "',," ~,,',-' ,"",. -~ ,,,,; . .. . --... - ~ iiu' ~,..,.,. --. ~ '-jl-"-,~ \CD "'~"" , I 32' WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A " BPRb~1 'bmital: ~ Date Plott~~nuary 10, 2005 Date Issued: January 10, 2005 Revisions: ~ ~ ~ ~ ~ ~ ~ ~ ~ / UP ~ ~ ~ ~ ~ I () I () I '~...""I DI:J DI:J LIGHTING LEGEND ~ BATHROOM FAN Q) JUNCTION BOX FOR FUTURE CEILING FAN W/L1GHT LOCATE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE CEILING LEGEND RECESSED CAN LIGHT ~ EXTERIOR WAll MOUNTED FIXTURE A WALL MOUNTED LIGHT (VERIFY HEIGHT) BVY' BATHROOM VANITY R- PENDANT MOUNTED CEIUNG UGHT FIXTURE (BY OWNER) A SURFACE MOUNTED CEILING LIGHT FIXTURE SMy --^- SURFACE MOUNTED BALCONY LIGHT FIXTURE SLY ~ WAll MDUNTED ENlRY DODR FIXTURE --^- CLOSET LIGHT CLY -+ SMALL SPECIALITY PENDANT cO CABINET ACCENT LIGHTING W CHANDELIER LIGHT FIXTURE BY OWNER 1, CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION. CEILING 9'-9" AFF CEILING 9'-6" AFF III I III DECORATIVE SURFACE MOUNTED FLUORESCENT LIGHT CEILING 8'-8" AFF FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) ULI o sO ULO ~ CEILING 8'-4" AFF BALCONY CEILING 10'-0" AFF -or-. RECESSED SHOWER LIGHT UTILITY LIGHT SURFACE MOUNTED r-----, L__-.J INDICA TES EXTENT OF CROWN MOULDING .& GENERAL NOTE S DIRECTIONAL SPOT LIGHT ( ) SURFACE MOUNTED FLUORESCENT LIGHT UNDER CABINET LIGHTING I Keyplan LEVEL 1 - REFLECTED CEILING PLAN SCALE: 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 ~- 0' 4' 16' ARCHED DRYWALL SOFFIT ABOVE MASTER VANITY AIR SUPPLY RETURN AIR EXAUST FAN FIRE SPRINKLER HEAD FIRE SPRINKLER-SIDE WALL \..t..C f; i ( J l' t., C' (4 ,~. I ht.:? . \.v \\" ~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 .. ../ ..(; '""" ... ~' ',., ..,. ,'~/' IJ/ , , / ! ( @2003 THESE PlANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990TliE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. ( ),/ (; , ,')" . "'l,~~/~/rr,,~, r~/ ~,/ ~'<,:;";o7r' PROJECT NO. 03540 .,,,,.,:;":;~.Ci'i;;::r;;,~.:f' ~'., ,,"'~.".,,"'f.,p ~' /, ,,' ,", r)fl.~~ ~-l'~ XREFS: AJP3 A Units-2 A FPI A Units-3 I Fum-3 TTLB A_FP2 A FP-PEN AJP-Symb ASP S Col-2 S.Co,,1 S Co,-3-6 I Fum-2 L_LS 01 ~ "0 ci ~ N I ~ o -..j' <C ./ - C ~ ...... ::> U ./ V) 01 c .~ o 13 -..j' o o ./E (1) 0 010- O-..j' ~Cci ~@ ~~ 00 ~N "0 - c~ ~~ 0(1) -..j'LL l.{') .. C") C ~O C")"O 0(1) g:::: ~.Q a.. a.. il '~':;:'Ir-"c'---'~-' -. i'" L-12 BL-2 j~ ," "'-751 STANDPIPE B i ! I -~=~p:'1 8L-2 L~8 -<>-BL-4 L I G H TIN G LEG END LOCATE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHER'MSE CEILING LEGEND CEILING 9'-6" AFF I r----~ , : 0_-: ~ _:1 ARCHED DRYWALL SOFFIT , , , 1:- , ABOVE MASTER VANITY _1-;__- CEILING 9'-4" AFF AIR SUPPLY CEILING 8'-8" AFF I ' RETURN AIR CEILING 8'-4" AFF EXAUST FAN STUCCO FINISH ON UNDERSIDE OF -or- - FIRE SPRINKLER HEAD SLAB SEE DETAIL 11/A-505 STUCCO FINISH ON ARCHWAY SOFFIT ..... FIRE SPRINKLER-SIDE WALL SEE SECTION 2/ A-31 0 , '1--1 INDICA TES EXTENT OF CROWN MOULDING L__--.J I i-- _ ~ ~ 'I ! I ~ ~~ , I , , ~;;--- BL-2 L -12 L -12 BLjQ- 8L-~ r.,."".,',',','".,.Jt-',"" ~",', ";;;;-~.:R:.::r,..:""".",.,,.I.- liT _~": .' L]II Is< I' I ~.: L-14 ,,' I PF-3 I, n E~, [0: 111 j !I I I!i "'-s: ",,' ' , 111 I+-.'~,.,'. ".~,F",~,j, ,:,: ~TPF-3L. "'~' ' --,,=,d] I -+~=1P- BL-'2 8 IA BPRC Submital: Date Plotted: February 11, 2005 Date Issued: January 10, 2005 Revisions: IA Addendum #2 - Feb 14,2005 ~ @ ~ 0 W ~ \ \1": ! I, ~ I \i MAY 25 200. L:)' L-12 ..e BL=~Q ~ ~ :i' ~ :t.,.L.,w,.,....,.... . .,..n'.",.,'.,..."C>:~:'"""":-:r"-':':'~ ! i III." III." -4 ] N 1 as H~ [] BA THROOM FAN BL-X EXTERIOR WALL MOUNTED FIXTURE L-~ Q) JUNCTION BOX FOR FUTURE CEILING FAN OR LIGHT BV-X WALL MOUNTED LIGHT (VERIFY HEIGHT) BA THROOM VANITY L-~-?- K~=~ III III DECORA TIVE SURF ACE MOUNTED FLUORESCENT LIGHT SM SURFACE MOUNTED CEILING LIGHT FIXTURE L -x-?- L-X I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) BL-X SURFACE MOUNTED BALCONY LIGHT FIXTURE KL-X L-X~ L-X 0 RECESSED CAN LIGHT BL-X WALL MOUNTED ENTRY DOOR FIXTURE RC-X L~~ 0 L-X-?- RECESSED SHOWER LIGHT CL-X CLOSET LIGHT L-X A- L-X -$- RC-X ~ DIRECTIONAL SPOT LIGHT BL-X SPECIALITY PENDANT L-X ~ DIRECTIONAL SPOT LIGHT L-X 0 CABINET ACCENT LIGHTING RC-X 0 RC-X ( ) L-X @1 SURFACE MOUNTED FLUORESCENT LIGHT PF-X CHANDELIER LIGHT FIXTURE BY OWNER UNDER CABINET LIGHTING GENERAL NOTE S L-B ~L-4 '\. LEVEL 2 - CORRIDOR REFLECTED CEILING PLAN REVISION 2 ADDENDUM #2 - FEB. 14, 2005 LlGTHING CLARIFlCA TlONS. ADDED LIGHTING NUMBERS TO COORDINA TE WITH THE SPECIFlCA TlON SECTION SEE SECTION 16000 LIGHTING SPECIFlCA TlONS PAGES 1 through 4 If JJ~N --, -I 1-1 -1 co ~ NN ~ 1 , ~-1 ly co ~)i L L::...B 4BL-:-4: COORDINATE STRUCTURAL POUR AND FIXTURE HOUSING AND CONDUIT AS REQUIRED. 1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION. Ji.' ';_.. , "':"""""""-'1Q= L :"121 Bl-2, "..____w.>~u; CD L-,12 . 'I BL-2' '" ---Ji.'~~^"~'W- ' L-12 BL-2 'L-8 1L-4 , ..... II: " [, II Ji."""""""~ L-12 BL'72 '~"".....--:.l , . . L~12 . BL,...2 ' S1IIClXl AlGi ON NltltWAY WAT 1- .. SEE SECl1Qj 2/A.J1~ , I ''''~'-9-'''''' "'p" ,,',',','-......, . , ~ . , L-12 'L-1Z' BL-2," BL-2.' I. 1 ~cco FINIS! ON _AY SOFFIT SEE !![ClION 2/A'J10 rv- 0' 2' 8' 16' SCALE: I/B" = 1'-0" WHEN PLOTTED AT 24 X 36 Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 4,'~'" eSidel) ,,-' ,,', '(>~:i ,z.;, ''\is> ,4:' ~ .~ ~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813~248.9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 A A A A A B H I I ~1 <I'~l" (~);'),/r/:'/"^~ ,,/ _,<<",.".""y,'..",,'.',.,>,.,SJLJ"".:/,',., "..,~,'"..~",',x""',"',',"','.,.,."r.'",z:,"',.w<,"y '.:7.~/6/I,-C~#',t;~r:Zc#"-cr. , ?Ct" "",,,~.>r7;f ... @2()03THESEPlANSARECOPYRIGHTEDANDARESUBJECTTO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNOER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 SECOND FLOOR ~"",,'''M ""' r;~ r":" ''''~',~,-'> [J" \'1" ~'" ~ " " .-:,~' ''^':''i I''ll#; - .~ 1 f, "','S?, ') .' I' i,~,l ... ~,,, ~.;).....) ~ "".."",1 t. \) ...,-",.11 ~ ~, PlANNING & OEVElOPME.Nl SVC5 CITY OF ClE.ARWATER 03540 CONSTRUCTION DOCUMENTS A- 1 22 XREFS: A,FP3 ^-.Units-2 A_FPl A_Units-3 LFurn-3 TTLB AJP2 ^-.FP-PEN AJP-Symb A_SP S_Col-2 S_Col'] S_Col,3-6 LFurn-2 US 'L~J'__", 1 ....------- - ' - 1,__ ____' ~_,;;--"c- 0> ~ -q 0.. () ..... N I o '<t 4: / C 0) l::: ::> U / VI 0> c .~ o o '<t o o E /0.. 0)0 O>~ o .. VlN VI~ ~@) 'OU') 08 ~N '0 - CO ~~ o 0 '<t-' U') .. (") C ~o (")'0 o 0) ~::: /0 a..:iL "c..--I[----'.. , II I r I I I LA.. ' ~ fY2 '. I ~ 'fe ~ 1 I I .~ ,. -<!- I -- , ~l l ~ COORDINA TE STRUCTURAL POUR AND FIXTURE HOUSING AND CONDUIT AS REQUIRED. -... y r-" '--"'------(:1 II tj J I , r --- \" 8___. Keyplan LOCA TE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE LIGHTING LEGEND ~ BATHROOM FAN Q) JUNCTION BOX FOR FUTURE CEILING FAN W/L1GHT III DECORATIVE SURFACE MOUNTED FLUORESCENT LIGHT I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) UL o RECESSED CAN LIGHT sO RECESSED SHOWER LIGHT O UTILITY LIGHT SURFACE MOUNTED UL~ III I ~ DIRECTIONAL SPOT LIGHT ( ) SURFACE MOUNTED FLUORESCENT LIGHT UNDER CABINET LIGHTING ~ ~ P\>- sP- aR- ~ cR- -+ EXTERIOR WALL MOUNTED FIXTURE WALL MOUNTED LIGHT (VERIFY HEIGHT) BA THROOM VANITY PENDANT MOUNTED CEILING LIGHT FIXTURE (BY OWNER) SURFACE MOUNTED CEILING LIGHT FIXTURE SURFACE MOUNTED BALCONY LIGHT FIXTURE WALL MOUNTED ENTRY DOOR FIXTURE CLOSET LIGHT SMALL SPECIALITY PENDANT cO CABINET ACCENT LIGHTING W CHANDELIER LIGHT FIXTURE BY OWNER "~ ~ I ~..I , i ,-~l,,'1 , , ~ ' , -I : , ',: I el Ii : I 1 , ~ .... '.... ' A A A A A SECOND FLOOR II II !I I' "'lj- .... '~""-- '\, I WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E etv Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ 2003 THESE PLANS ARE COPYRIGHTHl AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORi<$ COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, CEILING LEGEND CEILING g' -g" AFF CEILING 9'-6" AFF I' - l \- I " CEILING 8'-8" AFF CEILING 8'-4" AFF I BALCONY CEILING 10'-0" AFF -or-. 1'---' iL_-~ , INDICA TES EXTENT OF CROWN MOULDING . GENERAL NOTES 1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION. L II fl C A--' -lj- ~--...- -"... ARCHED DRYWALL SOFFIT ABOVE MASTER VANITY AIR SUPPLY RETURN AIR EXAUST FAN FIRE SPRINKLER HEAD FIRE SPRINKLER-SIDE WALL - .. .....-' ~'" ~ ~ I ~ ~ .~I2- I, I..r-':'-,'..:-...,:-' "":-7],~71 I ' ". I.. "-I ,:LL,lJ "1 ,'" ,"" 'I L'",',':;::,"","",.,",."l'[. I ' '. , 4."' -.. "". 0,1 I ", /'1 II "',..',,' ErfI i "EQ:' ,,',' II " ,I '.,',1. '.' ., ,"'f- '<.1 II, S,'li,t+""'..,"',."..,.:,:,:".,',."I:.I, 'I ",' ,..' ~,"" 1',',.,.,',.',',.:.",:1[' " 01, '. . 1,~",,~1 ',/>. L I', "<" ," '.JJ -~. -. -. -'. " . -'. ,'. -. . l_~._ _""-:::-. ~_~_._~L~XJ LEVEL 2 CORRIDOR REFLECTED CEILING PLAN 8' ~;. I 16' .'" v' ~ 1..0 ., ct? i" i (;~'/) '''--' ' (,', " . (. ,\. .,~ff ,'Ii I' I' -~ f'- '", ,.,. SCALE: l/B" = 1'-0" WHEN PLOTTED AT 24 X 36 ( )I/~lr~"a r~/ V/'?'~~$r'7~' I I PROJECT NO. 03540 / . \J V; \'\\ \f/t ~ ~ 8 ,~ ~ ~ ~ ~ '" ", BPRC Submital: Date Plotted: January 10, 2005 Date Issued: January 10, 2005 Revisions: 03540 CONSTRUCTION DOCUMENTS ~22 XREFS: AJP3 A Units-2 A FPI A Units-3 I Fum-3 TTLB A..FP2 A FP.f'EN A..FP-Symb ASP S Co,-2 S..Col-l S Col-3-6 I Fum-2 L..LS CEiliNG lEGEND CEILING 9'-6" AFF ARCHED DRYWALL SOFFIT , , ABOVE MASTER VANITY - , 1-: CEILING 9'-4" AFF AIR SUPPLY CEILING 8'-8" AFF RETURN AIR CEILING 8'-4" AFF EXAUST FAN STUCCO FINISH ON UNDERSIDE OF -or- · FIRE SPRINKLER HEAD SLAB SEE DETAIL 11/A-505 STUCCO FINISH ON ARCHWAY SOFFIT . FIRE SPRINKLER-SIDE WALL SEE SECTION 2/A-310 1---' INDICATES EXTENT OF CROWN MOULDING L__--.J l I G H TIN G lEG END LOCA TE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE H~ IT] BATHROOM FAN BL-X EXTERIOR WALL MOUNTED FIXTURE L-X~ Q) JUNCTION BOX FOR FUTURE CEILING FAN OR LIGHT BV-X WALL MOUNTED LIGHT (VERIFY HEIGHT) BATHROOM VANITY L-~ K~=~ III III DECORA TIVE SURF ACE MOUNTED FLUORESCENT LIGHT SM SURFACE MOUNTED CEILING LIGHT FIXTURE L-~-9- L-X I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) BL-X SURFACE MOUNTED BALCONY LIGHT FIXTURE KL-X L-X~ L-X (Q) RECESSED CAN LIGHT BL-X WALL MOUNTED ENTRY DOOR FIXTURE RC-X L s~ (Q) L-X-9- RECESSED SHOWER LIGHT CL-X CLOSET LIGHT L-X A L-X -+ RC-X 0 DIRECTIONAL SPOT LIGHT BL-X SPECIALITY PENDANT L-X L-X A DIRECTIONAL SPOT LIGHT RC-X 0 CABINET ACCENT LIGHTING RC-X 0 ( ) L-X @J SURFACE MOUNTED FLUORESCENT LIGHT PF-X CHANDELIER LIGHT FIXTURE BY OWNER UNDER CABINET LIGHTING , -r" / Pil I: , I I : i I I ''''x''' L-1Y BL-2 -~1 L-12 ' I BL-2 N 1 ..;J CD N I ffi NOTES GENERAL 1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION. L...;8 ~LC.4 L-8 Eo.,l,~:4 '''I ,~, ..c.: i.. 'L-1P- 8L-2 ____ ~___~",J..!,..~___~,-_-. _........,.. .."..J L_ r L -lY ..,..- 1.', K1.I~ L _12B~2 1 BL-2 L.,...12 LC.12 ;, BL-~ BL-~ r~rf- -',- - if '.."'.' ".. IJI~d~"-ft"', ,","" Ll1 I "", L-14 I ::, 'PF-3 ,~tQ .,"~J: ~a!l, ". .,'. EO,_ . 1:1 + I '11 a'~ 'I '" L-14 I 111 PF-3 I 8 I .:-. -_.jl , ' A" ' , 't~1V~'" BL-2 -....~~~f- ... . ~ L-12 BL-3ic_.:;.... nc::r:onn. in STANDPIPE 1 ' L-12 .. ~L-~j ~=-~ll ~ -,...~-:hf dl' ,,' I.. I t~l~ II: . L ,.P{-';~li III L " II: ,~."........' ,'",.~~,~~,-i,'1 'I' , '. S'. . ..'I"."I.,L' '.',', ,',-'-lit . ,~,-,._, ..w.~ ":=,::.",,,,~-:-~' ::-::B':-:::-" -~.-4 ' ~.".........~ r I L-8 4L-~ 1.-8 1L-4 I . ~. [Q, ~ ~ ~ :=l:~n_-:" BL-2 ""-"L~l? BL-2 'X "':&::-- L-12Y . BL:-2 ...&:nL~l9- BL-;-2 " ..'... j .. ~. .1 COORDINA TE STRUCTURAL POUR AND FIXTURE HOUSING AND CONDUIT AS REQUIRED. -I' !mJCCO FNSIIJj AROlWA'I Slfm SEE E110l 2/A-310 -I. : srua:o fIIISH ON _Y 51lfAT . SEE SECTION 2/A-31Q. .1 .1 '\ LEVELS 3-6 - CORRIDOR REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" WHEN PLOTTED AT 24 X 36 ~- 0' 2' 16' 8' Ol ~ "0 ci ~ N I REVISION 2 ADDENDUM #2 - FEB. 14, 2005 LlGTHING CLARIFlCA TlONS, ADDED LIGHTING NUMBERS TO COORDINA TE WITH THE SPECIFlCA TION SECTION SEE SECTION 16000 LIGHTING SPECIFlCA TlONS PAGES 1 through 4 a "<t .c( ./ ..- c iD ... :s u ./ Vl Ol .~ $ o o "<t o a ./E iD 0 Olo-. O"<t Vl .. Vla) ~@) "OLt) ...0 00 ~N "0 ' c~ ~~ a iD "<tUn Lt) .. ('f) C ~o 8"0 aiD Nt: -:":',Q 0... 0... 03540 BPRC Submital: Date Plotted: February 11. 2005 Date Issued: January 10, 2005 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A Keyplan ~...~ :; ';~-"., :_'~-Jr.~' '. ' '\" )- ......... ..w:'}..' 1 ~~', ~.;y;S- :.~. '(h.~ ~~.~"~_t! CONSTRUCTION DOCUMENTS ~.d_ :\ \\' ~~.,.",~&id,'"eh" ' . ,......""" "", {~r' , " " .(,~ "':""~\$' ...c ~ . ,. "" ..,.. ~j , 's ....;.',....,;.."" Revisions: & Addendum #2 - Feb 14, 2005 )jI M> 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248..9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850..231-2057 Fax 850-231-3553 rn ~@~nw~ ~( \ ~ \ MAn 5 2005 lill L. PLANNING & OEVELOPMENl 5VCS Oil OF CLEARWAlER , H B A A A A A A- 123 I (';;;'l.~,:'/"~"-: ,,/ <<~ I """"',':~~"6?l.,<~FZ;~tf#:,,r<:~, 'Il',..".,:) "'..~~"'lS(;'~rr<:1 , / ult t:/~11'" (j;) 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER. 1990 ANO KNOWN AS ARCHiTECTURAL WORKS COPYRIGHT PROTECTION ACT OF IWOTHE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES ANO ELEMENTS OF THE DESIGN, PROJECT NO. 03540 THIRD-SIXTH FLOORS OJ ~ -q 0. ~ ~ N I o """ I -<{ / C Q) ..... ..... ::::> U / Vl OJ C .~ o o """ o o E /0. Q)o OJ~ o .. VlN ~@ 'OLJ') 08 ~N '0 ' cO ~-; o 0 """-. LJ') .. (\') C ~o (\')-0 o Q) o_ N_ /0 a..: a::: XR EFS: A,FP3 A...Units-2 A_FPl A_ U nits-3 LFurn-3 TTLB AJP2 A...FP-PEN AJP-Symb A_SP S_Col-2 S_Col-l S_Col-3-6 IJurn-2 US J L,<~., il -1 I 1 ,I I ! p( i 1,,::11.. f" "~I , I , -I I I _.J I , :R '-<r r_ 1 r . ~ I ~ ~T~J : : .. - j I " I~ ~!I I [, I.__.,J II -'---1 I "I Y ~!I I , II I ,,-,---, ... +--------r / COORDINATE STRUCTURAL -.j POUR AND FIXTURE HOUSING AND CONDUIT AS REQUIRED. ...::~,_,,:c..:...J L . " __..<.I i' _',_Co _, ~ -"~ k, ~ II ~ ~ Keyplan LIGHTING LEGEND ~ BATHROOM FAN Q) JUNCTION BOX FOR FUTURE CEILING FAN W/L1GHT III I III ULI o sO ULO ~ () eEl LI N G LEGEND I CEILING 9'-9" AFF ' ~ ARCHED DRYWALL SOFFIT , , , , I III ABOVE MASTER VANITY I , , I ',I j CEILING 9'-6" AFF AIR SUPPLY I CEILING 8'-8" AFF RETURN AIR CEILING 8'-4" AFF EXAUST FAN BALCONY CEILING 10'-0" AFF -or- . FIRE SPRINKLER HEAD LOCATE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE DECORATIVE SURFACE MOUNTED FLUORESCENT LIGHT ~ EXTERIOR WAll MOUNTED FIXTURE A WALL MOUNTED LIGHT (VERIFY HEIGHT) BVY' BATHROOM VANITY r9- PENDANT MOUNTED CEILING LIGHT FIXTURE (BY O\\NER) -^- SURFACE MOUNTED CEILING LIGHT FIXTURE SMy -^ SURFACE MOUNTED BALCONY LIGHT FIXTURE SLY A WALL MOUNTED ENTRY DOOR FIXTURE my -^- CLOSET LIGHT CLY 4- SMALL SPECIALITY PENDANT c <0 CABINET ACCENT LIGHTING -@1 CHANDELIER LIGHT FIXTURE BY OWNER 1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH INTERIOR DESIGNER OR ARCHITECT PRIOR TO INST ALLA TION. FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) RECESSED CAN LIGHT RECESSED SHOWER LIGHT UTILITY LIGHT SURFACE MOUNTED r - - I I INDICATES EXTENT OF CROWN MOULDING ... L__--.J I GENERAL NOTES DIRECTIONAL SPOT LIGHT SURFACE MOUNTED FLUORESCENT LIGHT UNDER CABINET LIGHTING .___~..~._._...:J A A A A A B H THIRD-SIXTH FLOORS ~ ~ I l ... .... r-A- '! A--'~'~ '~-_..' , "." "iT · ~----_. 1CD FIRE SPRINKLER-SIDE WALL i I I ~ >, EQ, I , I I ~ I I , J L" .. ._" "~ -'...' .. _:...._~'J l.._.._. , '".j?- "I' ,.,J,-, ,7-n,7n q irs., , ,:11::,.,,' ',' jll'"jft", "",.".""".1'1 I -, . dj -'..",., ",,":,', '" w", , , , , 'I . I , I . - - - ',<.",' ~,.. ',' , I' " 'I" I <,< ' d Q 'j . - . " . .", .:i ..... ,'.. - Erf!' , ,EQ," L k.. · t ....,7~jl II, ,I "":',' ",1"',.."','r', ' , ,',I, +0"." , ...,... ..' . ! ..SI.... '.'. '.,' .-..', '1 . I,,'.','. '".,: .," '.""',""..'"."',..,, ".1,., i -r---~ '... .' I' I ',,01 " ",.",."" ","',1' ~w '... I,', ' .. . , , "'l.:..,~ -,CLyr:!I LEVELS 3-6 - CORRIDOR REFLECTED CEILING PLAN Eo. ~- 0' 2' 16' 8' WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~' _..c: l.... '"t >':!;-7-il,i('t-, 'i. .... " {'.., " (. ,\, '~"'I . .. '/'; ,lfi I f i' 'f ... '~ ,.,. ,.- ( );/;~~rfi~'arr/ Y./:r"~;rr7r' i!:> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WO~I<S COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUD,S BUT IS NOT LIMITED TO THE OVERALL fORM AS WELL AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS Of THE DESIGN, PROJECT NO. 03540 SCALE: 1/8" = 1'-0" WHEN PLOTTED AT 24 X 36 ....,r ~'" . / .\;)J \\\ "vVt ' "f~ '-.f, ", .' I If ~ ~ ~ ~ 1 I I I' j ~ ~ ---... " '''- f r;:o> r --.. -. 'i ''"1'" ,- ""-7 .... .. .~ - .-. ...' ~ . ..... -, .. , ~~~~.:.:iJ~! ~~\~ ~L~l~~~;'$ ~"t - .......~, , i~ ""....,...,., ,\,'C:4, ....;. "'""..I., ";';" BPRC Submital: "'~ Date Plotted: JanU~005 Date Issued: January 10, 2005 Revisions: 03540 OJ ~ -q o C"l ..( / - C 0) t: ::l U / V) OJ C .~ o o "'=t o o / 0) OJ o V) V) o a.. lJ (; ~ E -go. .- (") ~':"': o"'=t "'=t@ l.I')l.I') (")0 00 M'C"l o , 00 C"lC"l /;>- ~ 0 ~~ '0.. '- C ~O ClJ o 0) 0)- ?~ /a.. XREFS: TTLB A EL = ."i;", ; =" ~ H ro:",'Er"H H :--';', ,'0':"" F H''fnF-:~'H F R n';'T';-'d~ H c:'-~':'~R "H'l-C-"'~ <:' H Ff'ff'n HF F:~'H"'''' , 1 H ~... ~ H 'I' H'T :L: 0.0 I = I n' "~ '! "..1- ." '" " I H H HI' H.. - - H .'0 '" H" -... H~" _1" H HH'" _ H H ,> F Hcn~-= H H I - '- n__~ n~ = - n n _ J I #fr_,_C_~-'" OO>i;~_n~vr", -...... V';'L'" _ ~ 1,,----'; ,"O"',?'" "",,v, -...:::.\.y~~ ~ -... ,,0.>;---. ~ ............'OOIOA/'" ~~/ ,-...;:\- 0.0 "I '~n.n ,'b I'i == '. I EI.I:r =::' 1 Lll..: t:=n~ I J ' ~~ ,- I D I I! ~ II I! I Irll! ,- ',\',,~ rnnn, [~" 'In- ~"., ." 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'I iiil iiil f~\II'III'ilii 'i:li:li ilr ;;Ii'iii;~1i ill~~ "= lMii i ,rf~I~~i:li:~>=- ~;:ijiili~~J~ilili liil:liiilli T ii'ii iili iii j~ill~;~ ,Xi~iii i iidliiil:lli' i illl~ ~:~ 1I1"~ :I~ 'illii iiill '='tiii.iil ;Iiiiij;~'= iliiillii ili!iiljlllll lili "Iii ii illliI.l ~ I ... ,., i "1 'I 1 nJJD:ll1[J(rmilll'illi~iii-1 ~11:"'''''~r:i'' l~~i ili]li~:Hi ~'iiilll~I"III,:l~i1.~llil ili'iii I I~ lili iiiiii;il! ""'~liJlliI~r lillill~JI: ~'. ~i,.liTiii1flii:l~i!nlii'rlllll 1'.iniiiillllllllfili~lj [1,lIIi; i:il'!~!1111iI JII I lI' 1~ II 'I~~iliiiji ii' l'iil~'lnl/Iii:1i ii " , .. "I I ".. , , ,,-.., I, Inm ,.., ,,- "'" I ''', I 'I . '" , m " , , " " ~ rr Im,J _ _~~';i~ l" ~ ~ 1 A-J03 w Z ....J I U I-- <( ~~ " "I' ~I , ". ,I !IJL ,l' '1.1",['" ~":W.U'j llif h;-C:11':-+':-~ r,:. ,;~~ . I; '=r---~ I '.. " c - " 0 c '3' f' - e c e H . " c i'", ;"r O_~""_~ >f~~ "'" 1 A-302 ~~ 111 . ~_I .11 i LJ~_I',~~ "T..:J.' 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SEE DRAWING A-207 FOR ENLARGED ELEVATION - 2 NORTH ELEVATION $- ..I.I',..,,'~ , ,I "" ',.. II ... "f'" Ii ~ - I,'$- ~- 0' 4' 16' I 32' SCALE: 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 w Z --.J 1 A-302 I U I-- <( (4\' .' ~ID~~___~ ~---~~ :: I ~ OO~~~~ II . '...'" c .~..~. 0 "c."',,,.. 0 'c~l' Y.'cC/c - e..", h . H H.. '" '" ~ ",cj .}l"" Y" H 'c'"" rl, :,. .. c".'';'';'c'''T.ce y H H -... _ c H y", "'F-H. eye li. . ','-.;c' .,. "'~'H"o"'d';:~HF";:;';':" ';,--' . 4{~- ",:\Of,';' ~ ~ -; .,--S \0_>,/ ~" ~ ~ 000 ~ ~ -;>~V.. '~.r: ~O.OJ'/' ~ ,~O.O V ~ U I'D Ii, I '~, I 'nl ' ''''''" . '..~JrJ!II'~ I' II' 1/:( 111fI"'lP "Ii~ r~~ n I, .~ Ii. 11=1 II-Iii ., J llllllnmll1JW' I ,ili~ii i ii Iii nrill . lmili ii' i11lTITIIl iiiii iiiiEl1! II jUII'"". I II 'ITm1111,II,illlm1Jli iii i iillni I i!~iiiii i,i i i iiiiiji~i'lililillii::'ili illil ]I illI IIJ~ 11~illillllllillllllll lillillll!llflimll-' ... ~.. , 1['11 ,~.~ ~~~"~.MI"1 . 1~~l'\~",;"'l" ~~M"/"'{"o.~M"V" " f'llY't""'l""}'''" rr^~'!'M ~,:W:~'V\WlY'_ "W.i"1~~V' 1~~M ' ~!1"1!!f!N""~- _ ~ ;"Y?':r'Y"_~?'!t~~A'Y'1I"!r ~~.~~~"'t 1':11 n 'J <-=i~il Llli' (11)' '/ II '~t.l Tb +'~ oIl I ':~ III c"T1?' ......e"i rT III i II n 1 . ~F='II!I' 11I,111111!IIJil! mrRmnn J[[I~'!I!I.L'I]i =11!111'111 II!I!I III == I) hlDll lC11lJlllnmrll!HUlnIDlTImrm= UIIIIIIIIII !.II.If=~olllll'li 111111'1 =11/JrWllIlllmfiturJ[]LlfJll ~I'I]!II~li[rllrnnm ] ___1- ~ 1'1 lh,. le.--I~ - il. IT~I II' I I le"ill II 1.1 ,r~ II,: 'I ~ ..lli 11I1111111 illi II mnTIDI 1IIIllII JlJd I ~il~ill Idi i,lil iiilllUIJ ',Ii lilliliilml'lillll illlUillil1 .11 i III iiiliiilii ,ii'IIIIU1IiilIDDlll 11111Elu:lhJI <'='Illillll'~II~.IIIIIJ~illliUli LID II 1'1111... '.. I ,P' ..II.I,.~H,I .u. '. ,~L"J,~i1,!. I I, .1.0.'1,. II ! :;1 III III lif .lll. I . t,l; illl, F-~ :"t""~Ejll"'_~_[ '" I It--L.L:.l -~~L.L.LlrlIJ ~r_,]_iMT ~ l.LLILLJLII~hJ;.~;:==h\dcJ-_,L~_Ll~b~ 1== I (lt~llJLlLLL L Itl);"'':'LIEllJ. ~l;_lL.L.~U__~~_ 'i ~~fF, I :~~ ~ r~ ". 1~=<~rrJr' rfiTI~f ('fffiT~1 rl~,~ff{'Wf~'R~~ - :~~.:l~; I; 1 I l~~rttrr 1 A-3D1 2 A-311 2 A-312 SIM 2 A-312 A-3D3 I I ~ _/~ ~ocn "'\J~ ~ ~ .- " ':0 l' ~ ~ c-.: ~C:" ";',~,,,,"o go"E'"' R'O'~ ~..(r'- .' " -IJ __o.~ ..,r~ ~;Z Ijc-~,""~---'&i. t~, i--: nl'h" ',I" I ,f,. '. ~!.~--- ,Ii~~:.t~; , ~ I ,,:,,::.; =cJ H ,'le'H" ""'- ',C'!T "'e "1 CH ,H =~~~ I --~, _.' 1J '~,--~- ;-.3j:!:: 11111111111111.1111 :111 "" c "~:;',, f " .. c :' IF 00 -... 1"" I ,=~m, .~~"I j.LJ l.illl;III.II..II:ll.!III~ ;--,ce- "'~;'~nn ! .I,~~_, imn_cnn ! " 1~I'li;iil;!iiliii.' 11111'11 flT11111111.liIr1l1rmr I :iiil iillillill111l'IiJir: ~ ! , i I" :t ~,_ 00 . I ,n_ i--- I" ~ .... "lul._._nn. ,J~~" 'T I,' 1,'!IIIIIIIII!I[n[11mWlllllllljllll'III!I' F I m I J_m-l1",-m~:IT fi1IDITIJT,1l1ilII11][millIT1111II!lII: III I!. .. rr .. "nn:' " h Ie,' .' '~'I,I! II-~ ~ ';Tli~omC ,'~C ,I Il~ ~lllllli '1:11"'1f1fc'llll [Wlnr .1111 1III,!i!ilm1TI = . I T ;'1-' 'I] qt JDilIDlll'ltmmm iiiil'ill'iililli i illll ~ ~~- = un " ,'0' em; I' I. U ' , " "'111"11 11111111; 111.IIIIIIIT!!ITI"FIIf '1111'i , W '\ II I I' 'I ~-f--l , I - ~~ f-=\ ., 'I n J n.c ,,=~ , ~~c,c:;, I', " W~~'='=~,,^:.vi. , ~ , Il~~, __e' , I I <> <> = = Em I wID llill - 'Jc~- IP~,I ~~'I ': I I-~~~~r' . l 1_~JJ ~Lt : II !I ---, LJ ," , I I ~ 1.1 r-: I i. .,' -1"--'1- , , II ~ I I I, .~ ,c,c,iIJ I IJn II~ t ' [lu_1 ,C:'='n ' - r_n~_' '[ 1 Ire , , J ~. I, I II , II 'rn~ "r]. 111,[11 11.1 1IIIIuttli..l III~III I[ ,.1,1 " , ! .1 t J .i I , T ~ff~~8Jm[llumll~ , ." "~ ,-,~..- ~il'ln~i~~' 'I.~~~n~ I UUOilUJr I " --.-( m., ,,' "I '" ~.i:cb~ l_~LL~ III ~ frttfi1f,t:i1i'C1!ffmt~;"fir ......n" '" i-n- L 1.J. r tiLL t m:l. -L.Ll. L t == l!JS:kd::.$!6ki\;,/ L 1 T == 1M ffi ~ ,~ifffi--wm I r I - "~ p.uIw ~ .. , .. ... ~'l11r\tltfirt#'fr= .' '~It1If,t..1t.tt1jfA1~ [rOO I I I I 11_ I [I n1m JII III!IIIII, t Itl1' ("-0"' 11'",' ii' ITlIT'lT I, '-- SEE DRAWING A-204 FOR ENLARGED ELEVATION I ... \ f1\ ~ SEE DRAWING A-205 FOR ENLARGED ELEVATION - ... ... ... - 1 SOUTH ELEVATION III ", I \. 'I, I \ ",," - "I' " ,I i i i I : I', l!, i '$- ,I $- --LL '.,..i '".. 'f ., I ~~ '~,.. I~ I ! ... '''f''' I! I ~ II'L ~- 0' 4' 16' I 32' SCALE: 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ,,,z..eSide.tl,,,> )< "" ((::i (;;1' ''$> ...t: ~ ~ M' ,:~ >. ",.,; ~ :~ ~~' ~O; ''''~ , '.'V_} '<~i .~> "'I: ~ ~~ :,.....,,i Jot1 ~" '''''''JWIIO -. - - 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 , (, ^'~?A~:: ~,o //",,/M-('f::;,::2'" "",,,.../' , .;/L',,'.,~ ~,~"",,,,,.~,..,..,,,,,,{ ""'A.?~'",,,.;r J """",',>,',t"""7 ",~1 , ' <',' "''''" "7,1.~,, l","", w',~:",r: "...,.. .",".,< ,:k.J!""~:3f '<:':' , " rw ~@~OW~) ~J MAY 2 5 2005 ~ ~~~I~ @20OJTHESEPLANSARECOPYRIGHTEDANDARESUBJECTTO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 191'0 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO 1HE OVERALL FORM AS WEll. AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 PLANNING & DEVELOPMENT svas ClTYOFClEARWATER $- $- $- BWG DEPT COMMENTS 4 REVISION #4 - MA Y 18, 2005 REVISED MINIMUM BO TTOM OF STRUC TURE (FEMA) TO EL. 13.0' NG, VD, BPRC Submital: Date Plotted; May 20, 2005 Date Issued: January 10,2005 Revisions: .&, Bldg Dept Comments, May 18,2005 03540 CONSTRUCTION DOCUMENTS ELEVATIONS A-201 XREFS: TTLB A_El w Z ---.J I u r 1 <( A-302 Iii : ,i, ! ' 4'" '\!, ' i ,1 !! : I ! ~m~ _1~ I r~---/g"i' ~~ I ~~"" 1 I I I 'Ill U! ~"Illjl, ill ! Tif" ( " r~::; . I' I:: - ;' ~~ T II [11 r, I.f"'l.--~. ! o""l-+H'HUO .,~::.;J,"~';",",""',,;,"! H,"""~",rw,~:~~'H=:"U" !:R'T~"lii':~"JH'" ""HC:""H "/, -C, "M" hli 'hHi,IH-,""\' ';";JJ I ,\H" 'h~ H"H H~l'hh I I'" HUHH\hRHHH:Hh~'t' """l~hHH""h"J':"'h" ..,!HHIH (~ '';'''H ,'1-H"H'Hf.HhHH "H~HH:'''' 0.0 I U _I. ~ 000 ~ '000 ..L ob01 o~o - 0.0 - o~om" I 0.0 r ....-:::---.. '\'::# .....-=---. ' r.o I i TJ-TI~ll--:I' r IT .-TJillrcftl ~n roo _111111 11'~!~I~)i1i Ii 111~11 ill TIlif' :l~~rlflJi] l:l~'li 'I, \Ali illll~IILr--lijJJlllli~~lrrllllfllui~ UIJIWDI 1I11 ,'tIIHh'Jl ;1'" .'j'liIHI1r-111 111, Ii i ~: · i r,i ril!1 t-H Ii Ii' rIl[J1III~~]1 ~~t L~' 1[1 ~1~ _ II ,[,ml' i, li~1 Iii dl" i: Iii II'~ I' ~_-llli III i :II.~, I, I: WII' I 111,b IL 11m UII Ill; -- J Ii li Ii II W IIJ 'j1IrIJII'1 III II 1111: ~rll" "Fill, IFL~~ I, ;rJUI:1[I,lj! I" I :;1! ~,i .~!liliitITlIllIIllilli.[1'. i ; IlliIiiilliil__ II -+-1J.1illJ_'lIIiDIf+ wllli.~ I ililili,llilil"l 'iililllll'1I111Iilll'"1 .lluml. iiilliiiiiillill.i iilli illITil !III iiiiJil1ii'iliili ,Imlllli I UlI!111 ,[' 11IIi11l:mi'illll I. m. 1~!imllillljlll:I__l-II"~ illIiillfI-+- i~ i 'o"itiii!lIlliii'lI<i lllliiilll i [1- L >--~ ! gilliiiiil,I,li' I 'ili'ii iliiliiiii,imiiililliiilli iITJ,. i 'I h f=-il\:I~[C--C;<111-- Il~ll. rlllJ~ l~Cjl-]1 'i'lll :i=r- I I'" ,..J'II !11!i~ II I:' !i:lli I: 11~ .i "'. ~')rrl! ,1:i:;!II: f'tll/'-Ulllllil f;~,- 1['1]] n '.i ! I ILJU11111.rul'11111 :~l 'II II!' ilr'l'~~~:~!l F1Jll=1 Ilrl]~I\r~llj i II I T I IiIIIiIIilliliillllil1l1 I 1lllillillirili!llIiIIIIlliiillllil IIlWfilli'ii iliilll rr III~ Iiliililll'il,llliiili iii' i I liIIltffillif"liiiilllilli liiilmiI,'liI 00 II 1IiI~ 111,III,IIIIIIIIII'II"liiiili M mill i ':UM liiiii,lilli'll',ililI,iiliI lOb OiililiiiiililiiiliiilltT LJ LJ IlJjtilllmluui I J I u..JJ IlillIIJiililiiil'i'lii'i ilJiil i,liil,illliil~llnmi ~, : ~ 'I ji 111 ill: ii Iii :1 r Ii Ii III [ 111~n T 'I II III il .1' i, , :i1 i i ~r 'I :ill ,ili I ., ':11. Iii T rI --:j trY-III ,I :1 ,1]1,11' II 11\ .1 riie ,'~ [ ,: .1 I, I, Li!: J J II:! ,ii' IIIIID J 'I. ! !II I!: - - 'i"-IIIIIIHr 11'. 11:.. ~ I ! : I Illlrl:III'lllmI11l'!lllfllllj!llil!llllIIJ:I!!IIII'lI111[i,1II1 '1IIUII:IIIWllLltlmfll%II;[ml!IIUill[lillllll ! 11~~lli'IllllllillilllllC Idln~llliMll~~III' 1,lJIllilliilllillillllilll!UlillillIHllilli UllllliliillflBllili. lIiillilllilliJliillWllflb~ I. _I' llllillmill 1100illIIIIII ~mml"lllilIIIillliJj~1111 LJ ',- I '.,' lul!l illUl.i11.,11 ... c'J c~'" 111II,II,!I:@II,!IIIIII!J!m:IIIII'I'IIlllfll:III'IIIII'111l'I,IJiIII'lllllnl . , ,I" ~ 'i' r L] r~ D lid III .... I il:ml L k~~ lil,.I,JI~" ,~ 'I II iil!li I i .i11 ': Ii' d ~I 1 Iii ,'l 'i ill!1 II . III, I i ilii L 'I III /lo, :1 ;1 I I, ' 'II 11 '1 II: 11 " i i: 1011 wi III, . " I [1 I'll :i~" 11 I : ~11~Jlljl " ':11: . ~i i I~:,~ \' I! ,i I I : I I II ' : I ! i I : II . I I' ... · II I . , · I : II . 1 ' , I II i II ;1:".1 i I i II I.j I I i I dl I _ I ii, SEE DRAWING A-206 FOR EN~ARGED ELEVATION. SEE DRA~NG A-207 FOR ENLARGED ELEVA~ON I I I ' 1 A -303 - , l ,I tt -, i, I! : ._L' '2 NORTH ELEVATION - ",,' - "$- " I'I$- Iii, I I", ,I \ \-I::i' $- $- ! I II Iii 'j I ! 'I I " , " 1111 ,I :! I :-$- ,I J:' -$- I > I i $- ,$- ! '! I, ~ -: I !' !: I ,H~ I" - I , 6-. 'f'" " I \:, I $- rv- 0' 4' 16' 32' w Z ---.J 1 A-302 2 A-311 2 A-312 1 A-301 2 1 A-312 A-303 SIM I') \ :I! I Illj " oj, .. II r :1 c' " Ie , ,I lLJI, I JI 1 'I i,l.1 = 1=='" "t,1 F ~ \ f1\ ! ~ .... ... .... SEE DRA'MNG A-2b4 FOR ENLARGED ~LEVATION ... SEE DRAWING A-205 FOR ENLARGED ELEVATION I I.i. - C " , , I I! WlliliUJlWll1 1 SOUTH ELEVATION SCALE: 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 1..1 . 1",.t:L i 'gI" ~ 1 ,,"i,'~ ' I I I I 'PI' _ I , I " ,.t:L I, ,1'gI" \, , " ,'i I,$- , I ',' ,I', \ I, '.$- I$- " , I, I , : ' , ' :', $- - :1 ~ ,II 'gI" 'I' , ',~ -:- ~ I " I '- LL--$- J,i;,.", '" ',', ','ftl,rij~~'U,';';F,'~~Tf1'':-';,ti ---L..L'd " , ,:~ ,'f'" I, . \ -I$- 0) ~ 1:( o N I <( /' - C 0) t:: ::) U /' '" 0) C .~ o o ~ o o /'E 0) 0 O)~ ~<:'1 "'co ~@ 'OL() 08 ~N '0 - c~ ~~ o 0 ~-, L() .. (") C ~o (")'0 00) ~:: -:':'.2 a.. a.. r''- 0' 4' 32' 16' SCALE: 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 ''1.'\", "',-, ",,",', , I · Keyplan I I WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ...~idl.'l .{2.,.t> )(, ,. . (. ,~\ I V) \\:~ \,\~ .. v' ~ c... -. 1, ' ,k/Ll ~ , , I Ii,' ~ I"'r 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ),,/ "H "(t"' ')' ! I ( . '// n+,;:r~'a r",/ ~r/rl',.;$rN'/~' : /' I @2003 THESE PLANS ARE COPYRIGflTED AND ARE SUBJECT TO COPYRIGfIT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER. 1990 AND ....OWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM A:; WELL A:; THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 BPRC Submital: Date Plotted: January 11, 2005 Date Issued: January 10, 2005 Revisions: 03540 Jl ,;~" DOCU~NTS CONSTRUCTI XREFS: TTLB A EL 180',.,T,," , , 1111'11 I 'I ! [ , , $- , r '" '111 I, " ,,-', $- 2 WEST ELEVI\TION ATBUILDING ENCLOSURE !'I._ I SCALE: 1/8" = 1'-0" WHEN PLOTTED AT 24 X 36 0' 2' 8' 16' ^ 'E7 0'\. 'Y" (5\ \f!Y '" $- 12 DECORATIVE MEDALLION, 4, TYPE 2 ' ,I .' " I I, I ,I I ' I I I 1 ~I'I"11" DECORATIVE FOAM TRIM " ,,' " ," I , ' 1 , I I . I II I I I I I,' WITH HARDCOAT FINISH, TYP. ",."""".'11" ,1"1 I 'I I II, I I , , ,~''''',_lwt.'''..cJ~.l"-"-'',I,,, "I,,, ,1 ,', d PAINTED STUCCO SYSTEM OVER 8" CMU WALLS, TYP. A T ALL EXTERIOR WALLS I - - ---- - - ( I I I I ! ! ~,"'::""GLJ~L,... $- , ., " , ~y~ "I j1 I , , I I ill j, , r " ~~ 'r'--'--'"'--'---T'-----" --_.,--.,- --'"',-'-'----',-, ---"---,, ,..-',--'.. __c_~ CONTROL JOINT, Tvp,1 "I SEE DTL. 2/A-50 , I , ,~h"I'~ I ~-:'"" r- il- I t I I 'I ,i l' " I' II I' ' , I ' 'I ' I II II ,I'. ,I I I 'I II I ",I" I "II II I, ~i rn: \~ ~ 111 \ illl! i li]'i 1\ ilil \ Ii I III m!1 Ii il 1III i I 'I'~ ~ ~ I ffijj;jl: ~ 4\1 ~ \c. =1 DEC. FOAM PARAPET TRIM TYPE 1 , I $- :$- Imi "/1 " " , c~' 1 j-'I r: ~:Uh- ie'll'- ..; I I! i I L f I, Lj I I , , i I I, 1, I I o 0- .- I I II If < I 1 DECORATIVE SCUPPER 1/ A507 1 OVERFLOW SCUPPER, SEE DWG, 2,3/ A507 DEC. FOAM BRACKET TYPE 2 I I . DEC. COL, TYPE 2 = , , =;:= 'I " , , i,l I II -, I [1- I' '" I I I, I' I 11 " I I I, I I , " :lrl!!ill ;lmI1IiI11\11111,lllllr\I'II;iunlll]11~!lllilj~)' I DECORATIVE FOAM TRIM TYPE 4, SIM. ALUMINUM RAILINGS, TYP, I I RAILING TYPE 3, 1 , $- == I......... I' I '- ; II 'I II 'I I I II I ,I III , I, II II , ill, I1II1 :11 ii'I~III'i 1llllllllmllll:lli I Iii 111'11 i': :llmw / I, r, II 'II "..., I 'I' II' II I' I I ,I I ,I II ,II ',' I II' , I , " I, I ,..' 'ce, L......-. ,i I'! ilil! 1111\ I .1111\ 1111111111111~llmil'lllml!I;[lll,!lii'llllllili:') , ; ~ -- i II, I I I I I I , 1,1 I, II 'I I, ',........1 , "I I ,II' "II , " '11. I '111111111111 i Ii I: Ii 11111 \ ill [11,iII: m I: 11111 I: I ~!\ I! Ii: 11.11 i i ~~I m 1m} ~~~Ec~:~:, I I ~, = ~ I I II I ,'IUII ' "I 'I I I " " I I I I' " 11,. ' 'I' I .........,., I , ",', I'] , , I I "I " 'jffi 11111 iill [IIIIUli \ illl [I :111: 111IW~'! :11111 !II \ I, Ii': I:II:',! 'Ii: III 1m: ': ,- ' '\, == ~~, --11 , 'I iJli\11 if I __ l-I I I I I I $- I~- / ;;;;; I I' I -, " I I ~~, I I i -,i I I I ( I' , - $- I ,- - RAILING TYPE 3, TYP. -/ ~ I ~ , I I I I, I, I , I ' 1 -. , I I II I, , I II I , II II.' :', IIII[~: I1I1I ~~ l'llil1ll11rmml irt\IIIIrllilil[I':II:!IIII,II~) / I I ;;;;;;;;;;;;; , I I' 'I I i I I I ' I' I I l' , , III II I II ,I, " I 1..-..- c'.., L, .,1 " " I,,' iii.., I ,( \llilm~Millllil]illl~l,llillmijillm Ir~ 1=0' " "\J "_', It $- I I (- - t=' DEC. TRIM, TYPE 1, SI JI 1 == I I" ,,',1 " ~ I II I ' I I, ", I III I II I , I I I I I I I I I I II j ~ I '[1 I~~ I I I I II -__"':'-1 I ,I L__,: 1-.. , ., 1; I" I III ' , ..",,, ' '" r'll!!li I !i'i:llllm 111'111111111'11 I ill! 1,111111111 'II!I\ 1II1 ill II 11'1; :':'111[1'1111111111' 1, ' = I, PRECAST CAP, TYP, AT ALL PA TIO PIERS II I [I I I , II I . .. ~~! 1,1, ~~)J~ ...- - f' , 1 ", II i'. 'I I ., ,'., '..",. - ....'. Icl' L' " I ",lie" iL' '1Iilii11Ii\llill'i\\\Wllillll!!\\\1 'I I 'II , I. 1111TII:llr' II,IIJ III ,L 1,1 II , I I' 'I I' ',.. ,I, , II I j j I j III 11,[1 [II , IIIIIII 11,1111,1,111 Iii, I '11,"1..\11 11 IIIIII! 11111111111\1111 II [I , I L I' II ",..., il I. ' ,ITI., , I - .. , Iljllimi~IITI:: RAILING TYPE 3 I '$- :mn:\I '\I II ---, i.j .. ,,_ "' ,'$- I--- , ~~ ~ PRECAST CONCRETE BALUSTRADE AT STAIRS RAILING T PE 2 SIM, ALUMINUM RAILING, TYPE 3 I I " I ;:::1, tr Ih j 1, _1 =" i- 111~:llm1i1111 111111 If! 'l:nr*'11 I 1','li"[I I II! I 1111'1 III I' 'I . i\ I i I I 1 I '1, i; I 1,1 ! III 'II' 111111 lid 111,'. ie' I ,c.. LII, "'I" PRECAST CONCRETE COLUMNS AT ENTRY '~~"'~r~ .-- I ' , , ;" 1 I ~tQ~,~l , ~ ,'-I"" I .. , ' ".,' I Ol ~ 'Q o N ..( / +- c ~ ::) U / Vl Ol C .~ o o ~ o o / (l) Ol o Vl Vl o a... "0 (; ~ E -go. ~~ o~ ~@ U')U') (")0 00 M'N o , 00 NN /;>.. .l!! 0 ~2 '0 .. ..... c ~o C"O o (l) (l)+- ?~ /a... , DECOR A TIVE FENCE, SEE SITE PLAN $- - - BLDG DEPT COMMEN TS 4 REVISION #4 - MA Y 18, 2005 REVISED MINIMUM BOTTOM OF STRUCTURE (FEMA) TO EL. 13. 0' N. G. V,D. WEST ELEVATION AT PATIO 1 WHEN PLOTTED AT 24 X 36 SCALE: 1/8" = l' -0" rv- 0' 2' 16' 8' 03540 BPRC Submital: Date Plotted: May 20, 2005 Date Issued: January 10, 2005 Revisions: & Bldg Dept Comments, May 18, 2005 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A .r ~ ;:gr-~ \:~~"t :,;'" j ~ t< ''''b f'... ., 1 In ,,'.......;::1'" ....:. ';.,.~.J. f I CONSTRUCTION DOCUMENTS I!I"C"!:""""" ".,.....,"q ,.~ '" i', 1 ~'", . ~.,.;, ~,:- <~ t' ", .. ~ .....:el< Keyplan <:t,.,esi d eJ')" )<, (. (;'% 4Y ,t',. .4;" '~~ ,~ "* EAST ELEVATION 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E cty Hwy 30-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 00 rn @ ~ 0 \YJ [~~-\i I ! MAY 2 5 200S t!) PlANNING & DEVELOPMENT SVCS ClTY OF ClEARWATER I A-202 I {", '~;:'l,,~/,/f~-, ' .<<:,;;:'> """"',.,:~')./'l?I-CU,t'ftf$;,;?V!t! ~,':,.,,~.7 "crl'k.it:~?#?7 v~ .I~I'S @2003THESEPLANSARECOPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYR'GHT ACT, 17USO, AS AMENDED DECEMBER, 1990 AND K"OWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL fORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 XR EFS: TILB A_EL 11'111;. il.. I j!1 ! 1 ill -I r~' . "I . i/',: ~ ['!.'.,ltI1 cpr- "" 'I -.J rr 11,1 $- !],I,., ....' L' 2\.~~~T E~EY ~TION A TBUILDII'-J(~ ENCLOSURE ~_ I SCALE: 1/8" = 1'-0" WHEN PLOTTED AT 24 X 36 0' 2' 8' 16' 0\. ~37 fA \E37 (5\ ~, = 12 I "" DECORA TIVE MEDALLION, I 4 ~~ TYPE 2 ......- I'l' I Ii f?--~JGlu~~ DECORATIVE FOAM TRIM ~I~" I WITH HARDCOAT FINISH, TYP~~I!]III.] IllLil, ,[ 1',1 :llllflei' PAINTED STUCCO SYSTEM .,mCJ '..~",' I, OVER 8" CMU WALLS, TYP. II AT ALL EXTERIOR WALLS II] t' II DEe. FDAM PARAPET TRIM TYPE 1 1 - !~ L j .._"", "",' " 1'" n " .J II 'f~H H-~r Ii II If 1 i LFlllrr'~-. ", , I I ~ I, ' I' 1,1".. ill[ I .." i_ IIII1 1111111 1IIIIIIIIIIJjIIIIJI~llilllllllI1111111111111\ 1111111\ ::::r: ,I I I 1;= ,I' I I I I ' 1=.. .~ Ii mllll II1I11I ffilffilllllllllll\IIIIIIIIIIIIII\1111111111Iill;IIIIII' 111I 1- 11'11 ! lilt ",..... ...'.... '.J 'Ii ....'--- 1III11111111111I1 IllJiIIIIIIIIIIIl1IIIIII111IiI11\\1111\111111 II 11\1 I .~" 11 =r II '1IIr I .. I ".. ilUllllliIllllll1 ' III11 ~~mlll'IIIIIII\lllllllllllllli[m~ IIIII~ /11 I "II, $- 1,1,",',j RAILING TYPE 3, TYP. --1----- ( i I! I CONTROL JOINT, T'P.: ~ I ~y- I , SEE DTL. 2/A-50 I ~ 1 I :~ . I I I F~ ii 'IIH II :i "H,iHi II il~r Ii J ,: 1 I .- I ..,. '" 111, -'. 1111 .\ ::q II I II I ~1 Ul\lllii1\JlIIIIIII11111111i111IHIIIIIIIIII II ;III~I ~I!I:~ ~~ -.. ~l- ~~, ~'" ",Ii IIA "'\ '" "'" / = :=-11 .' =. -'-'-; 'u ~ I Iii i I III -J I Ii ...,'...'.., II Iii I ~ 111I1'11111111111 ~III \ 1111111111I11111111111111111111111 i I1II FF .1 II 111 I II' 'I I I I 1'1 III .,1 II I --J ,I .,' I ..It III 11111 I , , !(tlillllllllllllllllllIIIIIIIIIII1111111111111111111111111II1I11 ~lm Ii I !, -----....---.------r li'li L.i;\! r II ii ' , , $- 11"" ~ !'JI' , J 00- . DECOR A TIVE SCUPPER 1/ A507 I OVERFLOW SCUPPER, SEE DWG. 2,3/ A507 : 'DEC. FOAM BRACKET TYPE 2 DECOR A TIVE FOAM TRIM TYPE 4, SIM, ALUMINUM RAILINGS, TYP. RAILING TYPE 3 II[ i , , i - , $- , I I rm pEC.COl" 1111 i II ~YPE 1 - ~ "'- ~ - ;;;~ II ~ / ;;;; I" : I , ! ;',1" -I'" $- ,-'" , "'= '" " u , .- 'II , = " , , ".. ~ j III , ....: .1 ~ I ',I I , cpr- == I !., '., u '\ =' u~-I Un I, I, I II I , : I' I I " ' I i I I I' '[ , I I -J I' Ii." ' I, . Id1jJIlillllll@Jlll1111111111111111111111111111111 ilIlll 11111 -==- I '--- - i, _ 1'1 $- , uu 'I\. J - , I , , I i I PRECAST CONCRETE PRECAST i I I I ! BALUSTRADE AT STAIRS CONCRETE , RAILING T PE 2 SIM. COLUMNS I I ALUMINUM RAILING, A T ENTRY I : 1'1 I TYPE 3 I 1 , , I - ...' 1 ! I , I :I,;IIIIIIII . !Ili~ ','I'iJI[ I · 1'0 \ )!'~'~!h \ ~J~tl~- ~ ---= '" I = r !~- II' RAILING TYPE ..' $- . ',I - DEC, TRIM, TYP,E 1, SI~ = :11 Ii. ,I II II iiillll'li~ ,;\i1 JIill~l;;, ,;0, S, 'i,V! _ 4(~~"t :J 'I Q~'7,' n , ,.. I PRECAST CAP, TYP, AT ALL PA TIO PIERS .,. II .;;:; I. I i II I 'I I!i I I' I ! I, 1 I[ 1[,1 I ~ :=7! I ' ,l~., 11 "" Ill.! 111 Ii I I , i III! il 11 ii 111111111111111111111111111\11111111111111\~1111\1\111IIIIIIII~\ 1111111j~1 . I iWl[l@ill~ - ~ -, 1', . .....- i 111l@!,I' r~ I 0....- "'-'-- " c-- 'i I - ,c,~- = ~ rrr ~" J_ - I ".... fill I[ Ii I H 1111 III I! i I , , _ . 11//\, ~ I ! I,'.' ~' cpr- : , I , ~ '1'" DECORATIVE FENCE, SEE SITE PLAN Ol ~ -q o N <I: / - C 0) t:: :J U / VI Ol c .~ o (5 -.r o o /E 0) 0 Ol", ~~ VlC() !!..@ "0 It) 08 ~N "0 - c~ ~";; 00 -.r-' It) .. ("') C ~o ("')"0 00) ~::: /0 0..:0: ., $- " ""'I 1 )\^IE~T ~L~VATIONAT PATI() rv- I SCALE: 1/8" = 1'-0" 0' 2' 8' 16' '. " . '" WHEN PLOTTED AT 24 X j&~ '" ", ", ''\, ~ Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ,'"t ....s i (j ,-Co h ''\-'"'-' , '<'-'(< (:i t_~'t ..c:.t J . ~ ,,~/ ./ I I , / I i Revisions: 'Ii ., CONSTRUCTI N DOCUMEN;lr:' EAST EVA"ft5N ,;,\~' <f;.~ 1f.$.ir4<iJ- ~f,ir.> .. 7\- 2 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3Q-A. Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 f" "" ,.,. ~~ \~'\Y\ BPRC Submital: Date Plotted: January 11. 2005 Date Issued: January 10, 2005 ,- , .), 1//" (f"', V) " ( -j//N'/;/farr/ ~" -/' "...;'iay" C 2003 THESE PlANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGKT PROTECTION AS AND "ARCHITECTURAL WOR~' UNDER SECTION 102 OF ,HE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER, 1990 AND ~NOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS t-lOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 XREFS: TTLB A EL 0) ~ -q o N ..( / - C ~ :J U / Vl 0) C .~ o o "'<I' o o / 0) 0) o Vl Vl o a.. "2 o ~ E -go. ~~ 0"'<1' "'<I'@ LOLl) (")0 00 ~N o , 00 NN />, ~ 0 ~~ '0' .. '- C ~O C'O o 0) 0)- ?g /0.. I Keyplan DEC. TRIM, TYPE 2 : $- ul~ ALUMINUM RAILINGS, TYPE 1, TYP. PRECAST CAP, TYP, SEE DTL. 5/A-510 I, II '--J RAILING TYPE 1 .... I, STUCCO EXPANSION JOINT @ BOTTOM OF EACH SLAB, TYP. 2 EAST ELEVATION AT BUILDING ENCLOSURE ~- 0' 2' 8' 16' I A i /1\ 12 I $- 4 - - ';~ ~~ I ... PARAPET TRIM TYPE 2, CONCRETE TILE ROOF ---- ~ ~ EAST ELEVATION ONLY PARAPET TRIM TYPE 4, TYP. DECORA TIVE BRACKET,n- I , $- TYPE 1 DECOR A TIVE , ~II ~ ~ ~ ~ ~I~ - - MEDALLION II I DECOR A TIVE TRIM, TYPE 3 ,-~ ... ----- SEE DTL, 10/A50S- . ALUMINU~ FRAME WINDOW SYSTEM CONTROL JOINT 's., '1 ,-.J" , I I III II I $- ~Ic " " ... ; /', '" '" "'" ,... , oj 11\1 ",.....".", ~ - - r1 ,~--c I; r"" 'H r'C~n-Tr' : I I; , 'j II i If T II ~"f-f " I 1 I. , I II PAINTED STUCCO SYSTEM - - $- DECORA TIVE ~ - , DECOR A TIVE FOAM r XREFS: TTLB A_EL CONCRETE TILE ROOF DECORA TIVE BRACKET, TYPE 1 DECOR A TIVE TRIM, SEE DTL. 10/A508 DECORA TIVE FOAM PARAPET TRIM, TYPE 1 DECORA TIVE FOAM BRACKET, TYPE 2 DECOR A TIVE FOAM TRIM, TYPE 10 ~ -q o N ..{ / - c Q) t:: ::> U / '" Ol c .~ o o "<I' o o /E Q) 0 Olo- ON '" .. "'CO ~@ 'OU) 08 ~N '0- c~ ~~ o 0 "<1'--' U) .. (t) C ~o (t)'O 82 N_ /0 0..:0::: Keyplan ~;; ~t ~ "\ II ~~',I! 11 .. ,1 12 ~ ~ " I I II ~ l' ! ~ ~ ~rr ~ I ' , , Ii ii, '1 I i Ii I: , II ~ ,'~I 111 ,n'_, ,= :,'A, , I , I I ,~ , I II , 'e IF PRE -CAST CONCRETEI CAP, TYP. i SEE DT,L,5/A-21O ' \- r II II j, III Ii 1,'~i 'II " I 4' I: I II I, . , II , I' , I-r- I I ...:::: :\ :,' ! I,lL ,:'! I /-\1 I DEC. TRIM, TYPE 2 ,I I II RAILING TYPE 1 CONTROL JOINT , i III,] il 1.ffiI11111111111111 II i mil ~~~EC~L. i I, II.! ..\ I iffi~ Willi \ \ 1\111 \ 11\\1 ,,' '".1,1 III II ! II 1'1 1I,I[H'lllii11! I, H I, ~ 'i ~ I[ II Ii! U III ii' , I [=1-------- I ALUMINUM RAILING IRAILlNG TYPE 1, TYP. I I! III Iii 1'1 Ji'L II! II! III Il II 1 ' ,IF", I I I ! ! II I, 1 ' , I! [-+- im! 1III'I'il I 1111111] IIII!II Iii I I I i i I Ii \ - -lq - 1-- i - - - - - -lq - - - - - - - - H, lq I I I. I I I I ,.1 I I' I I 'I 1 'I I I I I I ! i I II I r , I I , I /2\ PARAPET TRIM TYPE 2, ~-~ EAST ELEVATION ONL Y ~ PARAPET TRIM TYPE 4, TYP. DECORA TIVE MEDALLION TYPE 3 .~ . ~'~ u ALUMINUM RAILINGS, TYPE 1, TYP, PRECAST CAP, TYP. SEE DTL. 5/A-510 I STUCCO EXPANSION JOINT @ BOTTOM OF EACH SLAB, TYP. 2 EAST ELEVATION AT BUILDING ENCLOSURE 'I $- ~- 0' 2' 8' 16' /1\ ~~ ALUMINU~ FRAME WINDOW SYSTEM ,.. I " I i, i" Will I 1 1)11)1111 fl. i)I:~', ('I 1. I , I.' i'-ii $- III 101 1/ !;il~:,ir! ,-! 1,,1" $- - ,- ' II ,II Ii I \ I I i \ I 1;\- f; Hi i : , I! ,r I! i1 If .pi I /1 I', i Iii II 1,IIill , I ! DECOR A TIVE TRIM, TYPE 3 \, Ii R / I I !: 11 II iif Ii Ii i ! I I ilL I ! ~l 'I i--~l I I I I ' I i I I ,,"'" I 1II1 \ III \ II \ I \ I \ I \ I \ 'I ~~~E ~OL, I I, ",I I I'I '1IIIi DEC. TRIM, : I ," lit 'I .." II TYPE 2 I 'I III \ \ \ I \ III \ II \ \ 1II1I11 \ ! RAILING TYPE 1 1 II !lljIP!I 11,111 ~Iilli 11111',1: iii 1111111111", II Ii 'II ~ JI II " !. ! ~! ~i ! II 11 ~ ~ II I, 11 !. 1111 ' ! DEC. TRIM" SEE WINDOl1 II DTLS. Iii I: 'I' I I II III' ,I I " I , \, I '", '~ , W' rt=f / , nll.~l.... II' II, J~jJill i1=JJ r=r -11' :1 ,.., 1', II, 'II I' Ii l , I , : :1 I 1=: A I I : ~ - , i '" ! '. 'n / i I , 'I '. c I I / I IS r~. II II I I '.". ~1 , \, II no c.. I ,.'...,d IL I ..- / ! , \, "... ~~, I 11,_ I, 1\ I I. I Ii 'I II~ i 11 Ill! ~IIII'1111 ~ III ~ Wi'li ~I ! , II ~IJ - WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 <C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORI(" UNDER SECTION 1 02 0 F 1H E COPYRIGHT ACT. 17USO. AS AMEN DED DECEMSER. 1990 AND I("OWN AS ARCHI1ECTURAL WORICS COPYRIGHT PROTECTIO" ACT Of 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES A"D ELEMENTS OF THE DESIGN, '. 1 , ! 'II I no' Iii [I I il i I I I l- -- , _ n i ~ , , I I PAINTED STUCCO SYSTEM OVER 8" CMU WALLS, TYP. A T ALL EXTERIOR WALLS ALUMINUM RAILINGS, TYPE 1, TYP. IIW 1111111111111[llli DECOR A TIVE FOAM TRIM TYPE 4, SIM. I T , , JJ 1\ 1111IJ1111\\\IIII,1 I I == il I I I'" " II' i I, I I I I I\] JUIII \ II \ I \ II I , ~ 1 jl 1 I I , '. I I Imllillill1 \ \ 1 Ii \ I ~ 1 ~ I ' - ALUMINUM RAILINGS, TYPE 1, TYP, PRECAST CAP, TYP, SEE DTL. 5/A-510 Ii il: II I I' I [I J !lm[!:II\ I ---. I~ II illll: 1IIImllilllllllllllllllllllli 11:1 \ " I -- ----R------I-- STUCC EXP ANSION I I JOINT ~ BOTTOM I I OF EA H SLAB, 1 I TYPICA I ! , ~-F------ I I I 1 I 1 cd -, , - I- -- II 1 II I~ , I - 1 EAST ELEVATION ~- 0' 2' 8' 16' ,. ....' ..J;; c.... '2..'~ ~ i l, -l t.::. ,.. '1.' ~ ' .(-, ". - (. ',~. ,1-, ~, -// , ) ,/ II .. ~- .,., t* ( )P;;:,r~,.'a r;/ [?/?"~~)07r' I PROJECT NO. 03540 /'1 ' ii' rl I II 1 I' i._l i,1 -;- ! Ii:! ! i I I i 'I'! ". 'I Ii II '/ll I IL, II', i' Vii I i[ II [I I I) ! II II , R 1 I 1 I I I , 1,1 '.111) r ' , II II I 'I' i II ,I iXI') I . li 1,,1 )l_l_':._'I\,:\t r:11 II ! , t.)VJ \~. , \Y'b I! I ' '$- II . ,$- $- $- , $- I$- $- $- , , ~ 1 'f"" . Fh'$- ~'-\ 1"_'~;~_~~. "', January 11, 2005 January 10, 2005 BPRC Submital: Date Plotted: Date Issued: Revisions: 03540 XREFS: TTLB A EL OJ ~ "Q o C"l ~ / - C ~ :::l U / V1 OJ c .~ o o "'<t o o / 0) OJ o V1 V1 o a... "0 (; ~ E -go. .- N S':'": O"'<t "'<t@ I.t')I.t') (")0 00 ~C"l o , 00 C"lC"l />- ~ 0 ~~ 'Q .. ..... C ~O C"O o 0) 0)- ?~ /a... ~ I' * DECOR A TIVE FOAM TRIM TYPE 4, SIM, ALUMINUM RAILINGS, TYPE 3 ALUMINUM RAILING RAILING TYPE 3 Wff&ll[ijm II ~ 1[1[11111 II, DECORATIVE MEDALLION TYPE 2 DECORATIVE TRIM ALUMINUM FRAME WINDOW SYSTEM OVERFLOW SCUPPER SEE DTL, 1,2,3/A-506 DECORATIVE BRACKET, TYPE 1 DECORATIVE TRIM, TYPE 5, ' ' . . SEE -Q:fL. 10/A-508 ~ ~ I I I 11'11' t-- I , ',.. Ii, j I $- II ! I I ~ ~~ -- II !IHtHlW1H lljillHU Will1111111111111 I ) ROOF ACCESS DOOR #701, SEE COMMON AREA DOOR SCHEDULE FOR ADDITIONAL INFORMA TION I ,I I, I, ~~ ~,I'-,-.I~,' Y---", j I I ' I - I 2 NORTH ELEVATION WEST TOWER ; I -.J PRECAST CONCRETE BALUSTRADE A T STAIRS RAILING TYPE 2 SIM. -., II , , ii' I r I ~- 0' 2' ::r:: u f- <( :2 '" I " Il, STUCCO EXPANSION JOINT @ BOTTOM OF EACH SLAB, TYPICAL PRECAST CAP, TYP. AT ALL SCREEN WALL PIERS PAINTED STUCCO SYSTEM OVER 8" CMU WALLS, TYP. A T LOW SCREEN WALL 8' 16' i ~, - I , 12 4 CONCRETE TILE ROOF DECORATIVE BRACKET PRECAST CONCRETE BALUSTRAD~A ~1f\16- RAILING TtiE 2 DECOR A TIJ MEDALLION, TyflE 1, TYPICAL I PROVIDE CRICKET AT TOP OF TRIM AT VERTICAL WALL ---- .. t , DECORA riVE CO TYPE 6 SIM, I o o III DECORA TIVE co ., TYPE 7/8 SIM. 7ii I ' I ~ - " T : I r~ I ;:. ~ ---~j \ ~--- - ...." PAINTED STU CO SYSTEM OVER 8" CMU WALLS, TYP. A T ALL EXTERIOR WALLS ALUMINUM RAILING RAILING TYPE 1, TYP. <( w Z -.J PRECAST CONCRETE BALUSTRADE AT STAIRS RAILING TYPE 2 1 SOUTH ELEVATION ~- 0' 2' 8' I 16' I, ::r:: u f- :2 BLOG DEP T COMMEN TS 4 REVISION #4 - MA Y 18, 2005 REVISED MINIMUM BOTTOM OF STRUCTURE (FEMA) TO EL. 13. 0' N. G. V.D. Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2(lQ3 THESE PLANS ARE COPYRIGf-HED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHfTECTURAL WORK" UNDER SECTION I 02 Of THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT Of 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSfTlON Of SPACES AND ELEMENTS OF THE DESIGN. ---+ ~ ~~-~...,,~ .............., .~ ) , ~ "1 'T 41;/ , I I I CONSTRUCTION DOCUMENTS BPRC Submital: 03540 'i '.j l}_, ~ "'~ ' May 20, 2005 January 10,2005 Date Plotted: Date Issued: '" i.~, < i:1..-e '!# I Ki ell ,,')< " ' "(:>(~4 *" ,s;. ,..c ~ ~ " fit Revisions: ffi Bldg DeptComments, May 18,2005 SOUTH ELEVATION PROJECT NO. 03540 jlll.U,T(]5 ~ 0 \YJ ~ ~"",~ I I' Iii iJ MAY 25 2OfJ'i ~ Pl.ANNlNG & OEVElOPMENT svcs ! ('TY Of CLE.ARWATER A- 204 ~~~( (';';')~,~,>",//^''''' r:J:;::,rL'::j ',' ""',~ .,:{'p7/~?l<':~:6~1t'Z,jK'<:,1' "!c,.7 (:E.;>,#.Ir:~r;-e XREFS: ffiB A,EL 01 ~ -q o N <i: ./ - C Q) t:: :J U ./ Vl 01 C .~ o o "<t o o ./E Q) 0 010 ~~ VlOO ~@ '2~ 00 ~N '0 - C~ ~~ o 0 "<t-' Lt) .. (") C ~O (")-0 o Q) ~::: -:-:.9 a.. a.. ~,I! ~ i ,I I II ,/, I ~.. Il I, r II 71'" i, I[ ~')I!_' A~' ,III, Vii ,I I " ',I[ , illl',I: 1 'I II I I T Ii' ii "i ~'-I!' l:, vi ~111~i,!I,I'I""i()",!jI/\1 'VIi' , !, v,.., i I! \ I .'\l': 1'11, ! I h-' ~ :!I' !,', I I !II' i 1[,1 ;\U ',' !i i, \i,i! 1ll. 1,',: 'V Il / II IvW: i!1 I :H .., I:i ,,I'll,! !!<!, I I'i'i , ii II!' I', , I i I 'I ) II !II' 1ll. ',i 'V " !)i/ PRECAST CONCRETE BALUSTRADE AT STAIRS RAILING TYPE 2 SIM, " DECOR A TIVE FOAM TRIM TYPE 4, SIM. ALUMINUM RAILINGS, TYPE 3 ALUMINUM RAILING RAILING TYPE 3 ,-i/, c- rlllllmlll~11 ~ mlj[I]~1I11 1m ". i , Keyplan I, , ! , !' i Ii I I' I'" ' , , I ~\II\lIII11IJ11\\1l1\IIH\llllllll\11111111111 II: 'r I ' Iii 1:,1 Ii , (1111 IIIIII!'I'I' · 1IIIi 1'1["11, II , ~I, I : STUCCO EXPANSION JOINT @ BOTTOM OF EACH SLAB, TYPICAL \. DECORA TIVE BRACKET, TYPE 1 DECORATIVE TRIM, TYPE 5, 1,11\ \ SEE -WL. 10/^ 50S ~~--"''''',''''''-'''' r/ID ffi &1J1(trr lJUj JAN 2 I 2005 milluili . [,I ili I ' ~ Ii, " -r- I , , - i II r II o l I J DECOR A TIVE CO ., TYPE 7 ~8 SIM. I ! il , II I J I PRECAST CAP, TYP. AT ALL SCREEN WALL PIERS PAINTED STUCCO SYSTEM OVER 8" CMU WALLS, TYP. A T LOW SCREEN WALL WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850,231-2057 Fax 850-231-3553 @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF 1HE COPYRIGHT ACT. 17USO. AS AMENDED DECEMaEI<, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECUON INCLUDES BUT IS NOT LIMITED TO THE OVERALL fORM AS WELL AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS Of THE DESIGN, , \,' i "J \ i II j~~ o I, ': I l I ..,., '" <' ~ ROOF ACCESS DOOR #701, SEE COMMON AREA DOOR SCHEDULE FOR ADDITIONAL INFORMA TION l ~ i J 1 oellElOPUi;NT SE IiIVICES D6Pl CITV 0' CU4RWMeA - ; I ---1 2; NORTH ELEVATION WEST TOWER 1'\,. 0' 2' 12 4 , I , ' II Ii DECOR A TIVE MEDALLION TYPE 2 DECORATIVE TRIM ALUMINUM FRAME WINDOW SYSTEM OVERFLOW SCUPPER SEE DTL. 1,2,3/A-506 l..___ i~l ill 1,:[ ~I :11 1[1 'I ill, ; I I J I , II . I PAINTED STu4co SYSTEM OVER 8" CMU WALLS, TYP, A T ALL EXTERIOR WALLS II I' " I I II I U f- <{ :2 8' 16' CONCRETE TILE ROOF DECORATIVE BRACKET PRECAST CONCRETE BALUSTRADj,ooA ~I~ RAILING T~E 2 DECOR A TIJ- MEDALLION, TY~ 1, TYPICAL I ----- - PROVIDE CRICKET AT TOP OF TRIM AT VERTICAL WALL I ----~ c- ~ r : ~ ' DEC. C, L" 'I, TYPE 1: Ii --- , I 1" ill il il \ ~ - --- i !.,.,(\ " ..t,j~ '''v, PRECAST CONCRETE BALUSTRADE A T STAIRS RAILING TYPE 2 '~~, ALUMINUM RAILING ~AILlNG TYPE 1, TYP, ....",;, '\; "" '" ~ '\ 's --. ,'" i '; , i ~ I <{ 1 SOUTH ELEVATION w Z ---1 1'\- 0' 2' " _": ~ i ('I (',... .,,_.... I {" (. ,~, I 1, ' ft; '.. - ",,! 1',1" ... '/1 ;~' , .' ..i ff I ! I' " "', '.,; ,.,. ')1/' <<v) " ('://>n;/'Nf"., ,,~;/ if"/ r,..;"';rN/t" PROJECT NO. 03540 8' I 16' l ), ~, \ >, " , 03540 l BPRC Submital: / 11 ' \ .\} \~~ Date Plotted: Date Issued: January 11, 2005 January 10, 2005 ?.\O_ CONST~CTION DOCUMENTS \. J ~\ .. SOUTHf{LEV AI1~N .. ,1"~' ;', ..;.,-"":" '/'~ "<f~;/ if: -;>i;."" Revisions: XREFS: TTLB A EL DECORATIVE BRACKET, TYPE 1 DECORA TIVE TRIM, TYPE 5, ',1", , SEE -Q-:fL, 1 0 /.~- 50S i I I I'I,$- ROOF ACCESS DOOR #701, SEE COMMON AREA DOOR SCHEDULE FOR ADDITIONAL <{ w Z --.J 2 NORTH ELEVATION - EAST TOWER ::r:: u f- <{ :2 rv- 0' 2' 8' 16' 12 4 1.1 I I . . $- OVERFLOW SCUPPER SEE DTL, 1,2,3/A-506 DECORATIVE FOAM TRIM SEE TRIM TYPES DECORATIVE MEDALLION TYPE 2 DECOR A TIVE FOAM TRIM PRECAST CONCRETE BALUSTRADE A T STAIR RAILING TYPE 2 DECORATIVE FOAM COLUMN WITH HARDCOA T FINISH PRECAST CAP, TYP, AT ALL INTERMEDlA TE PIE~S CONCRETE TILE ROOF DECORATIVE BRACKET PROVIDE CRICKET AT TOP OF TRIM AT VERTICAL WALL PAINTED STUCCO SYSTEM OVER S" ~MU WALLS, TYP. A T ALL EXTERIOR WALLS DECOR A TIVE TRIM II $- '$- $- 11' I I o 0 . I, DE ORA TI E WINDOW I TRI 2 ECORA TIVE INDOW RIM 1 i I $- I I L , I $- . 'I , ,il! I , , , I I $- I J I I Ii . I IJ IT , I r--,r - '.........~~NI I, I il Ii I: I l[ -II I Ii II I I 'I II I :1 I _.~_I. TI,r," li' I : Ii " , -~+ $- OJ ~ -q o N 4:: / - e (]) t: :J U / Vl OJ e .~ o o "'<I' o o / (]) OJ o Vl Vl o a.. 12 o ~ E -go. .- N ~o;-: 0"'<1' "'<I'@ LOLO (")0 00 M'N o , 00 NN />- ~ 0 ~:::E '0' .. ..... e ~O eLl o Ql (])- ?~ /0.. I '" , I .- FS__ElI~2=p;:.:E:'"lna:T~_qT~ t i';l~c?,~~::}l;~::::~ 11 I -": I ",'. ',m," '. i., I," "', ' " , 'i: i $- , I [I PAINTED STUCCO SYSTEM OVER S" CMU WALLS, TYP, A T LOW SCREEN WALL PRECAST CONCRETE ALUMINUM RAILING RAILING TYPE 2 RAILING TYPE 1, TYP. PRECAST CAP, TYP. AT ALL SCREEN WALL PIERS, SEE DETAIL 5/A-210 DECORATIVE FOAM TRIM III $- w Z --.J 1 SOUTH ELEVATION ::r:: u f- <{ :2 ----- ~- 0' 2' 8' 16' BWG DEPT COMMENTS 4 REVISION #4 - MA Y 18, 2005 REVISED MINIMUM BOTTOM OF STRUCTURE (FEMA) TO EL. 13. OJ N. G, V,D. MAY IS BPRC Submital: Date Plotted: May 20, 2005 Date Issued: January 10, 2005 Revisions: Bldg Dept Comments, May 18,2005 03540 Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ~ .--,..~- 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 2,.;t::"",' sidell' '" ~ ,-,.., '... ;. _' - . ~:Vi ,,', '(Cl Ci ",$' ...c' ~ ''.i ' ..' f~ '. \ .,.~ 11:;" . ''-:f If ,"",'~'._,:Iii ~\,;:i L. ~.-..", :-~. 1._'-';' CONSTRUCTION DOCUMENTS @2003THESEPLANSARECOPYRIGHTEDANDARESUBJECTTO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, i)~ ~\o$ /'-"1):':' ~", ".,/'~- <<~;"L:i) C..;/'" "':/;;''''~W'~L'",,'C#''''''.// e:",'""""rr""",',:?'CY0,ckJK7,.",'"",'.":<,,,",Z',/i(':} . ':If'>:-..~~:,-''.J:..:;,:~:~:,;--!'>~.;...w-:,---.~-''.e. - ,"7- ~ t+ SOUTH ELEVATION ~@~O~JIi - . :'.1', , I ~'" U1J A- 205 PROJECT NO. 03540 PLANi>JI~~ ~ DCV~, :)C'I,..iLNT SV C r or i..LE w~V~ATEA ~ 'Q ~ o "'I I -c( / - C Q) t:: ::> U / '" 0> c J o o "<t o o /E Q) 0 0>0 0<") '" "" "'00 ft.@ 'OLl) 08 ~N '0 ' c~ ~-;; o 0 "<t-, Ll) ". <")c ~o <")'0 o Q) o_ N_ /0 a..: a:: XREFS: TTLB A_EL \ \ DECORATIVE BRACKET, TYPE 1 DECOR A TIVE TRIM, TYPE 5, 'I \.', 1'11'11"', 11[',1""1', SEE -rn-L. 10/.-'I-Sb8 \ ...:..! ':' ,," .'Il 1 I /) 1,) io V I 'qI'" i i PRECAST CONCRETE ALUMINUM RAILING RAILING TYPE 2 RAILING TYPE 1, TYP, PRECAST CAP, TYP. AT ALL SCREEN WALL PIERS, SEE DETAIL 5/A-210 <C w Z --.J I U r- <C 2 : (:1 ! I' R~ DECORATIVE MEDALLION TYPE 2 DECORA TIVE I FOAM TRIM PRECAST CONCRETE · BALUSTRADE A T STAIRS RAILING TYPE 2 I DECORA TIVE FOAM COdUMN WITH HARDCOA T FINIS~ PRECAST CAP, TYP. AT ALL INTERMEDlA TE PIE~S I PROVIDE CRICKET AT TOP OF TRIM AT VERTICAL WALL ----- , L OVERFLOW SCUPPER SEE DTL, 1,2,3/A-506 DECOR A TIVE FOAM TRIM SEE TRIM TYPES 'I ' 'II" Ii I i DEe. cb . TYPE ~ I ~ I , r-+ I j I i , 'T"I[ ,I " ~~"-~~~~~~~~-~~ : I ! , }! ,:1 I , ,Ii I ! : I , , , ,I! , ~ , , ' ) ( Ii, ,)1 , , , Ii I , , I j \ ' I :, ,I! , l i : , , ' ) ,I" ' 'II ~ , , ii"",: i : ! i f-o H H j, Ii,-d If i,1 \,i h ',(-,j I.' i; (: " 1\ J'. A,bp:f\,l:jP;PPPAAAPF~q"\A~' \.0 !! <C w Z --.J PAINTED STUCCO SYSTEM OVER 8" CMU WALLS, TYP. A T LOW SCREEN WALL u_ I U r- <C 2 Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003 THESE PLANS ARE COPYRIGIffs) AND ARE SUBJECT TO COPYRIGIff PROTECTION AS AND "ARCHITECTURAL WORK:' UNDER SECTION 102 OF1HE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER, 1990 AND <NOWN AS ARCHITECTURAL WORIlS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, , ROOF ACCESS DOOR #701, SEE COMMON AREA DOOR SCHEDULE FOR ADDITIONAL (]I I I,if ",1 2 ,fn, NORTH ELEVATION EAST TOWER 1'\- 0' 2' 8' I 16' " i , ,I , 1 ' , 12 "14 I,,: ~ 1 I CONCRETEhlLE ROOF i DECORA TI~E BRACKET PAINTED STUCCO SYSTEM OVER 8" ~MU WALLS, TYP. A TALL E1TERIOR WALLS DECOR A nVE TRIM I 1 Ii ~ I I ~ $- I, II, o 0 . I: 1\ II 1[lj' DE ORA TI E WINDOW l' 'I TRI 2 I' , I i I, I i 'I' '~ r:l, ,illl ~ ,I i! , .. I 1111 ! , "',', ~ I t,-) i 111",1, ~ , \1 II' III ~ I _1/ I ',', I I 'III III; , li1iiiJI I "" 1_' ":,1 :,' , " . __ - n_ _ _ I ~ I j I, I I II I , ~ III ! III i III I 1 I 1.1'. I I' , : :$- I: Ii' DECORA TIVE FOAM ITRIM ! 1 SOUTH ELEVATION , ~ ~- 0' 2' 8' I 16' ". .,;< " " .;.' ~ , "~ .~ ~ i d ('/) 'i._"-' (", ). - ('. "i' ".; BPRC Submital: "'\ Date Plotted: Janxary 11, 2005 Date Issued: January 10, 2005 Revisions: t, ' ~I/ I j .,' 'l t : 11 / I i' ~r ~ ,.,. / .'IJ VJ \ ~ vJ"\v ,.- r' )1// ' rr..:/) ,". -'l'>Uf"/I-;-,O'.r;/ .. ;/ r;-";-JO'7(" PROJECT NO. 03540 03540 CONSTR~~ION DOCU.M TS SOUTH ltEY, ION ~. 'J ~ .' ...t' '" . 1:" ;ff;'.,~ -20~ XREFS: TTLB A EL ~I ~ ~ I ~I "'I ~ I I ~ ",!' ~ ~I' I, I" I I I 'i'l I I !! I Il , I 'I :1 I" 1'1 II ':1, I' , ~ ii, Q) ~ o N ~ / +- C Ql ..... :; U / Vl Q) C .~ o o -.:t o o / Ql Q) o Vl Vl o a.. "'Q o 3 E -go. .- ("') ~':-: o-.:t -.:t@ LI)LI) ("')0 00 ~N o , 00 NN -C:::>- +- 0 ~~ '0' .. ..... c ~O C'O o Ql Ql+- ?Q /0.. -i , 'I II "I DECORATIVE BRACKE~ TYPE 2 DECORA TIVE FOAM TRIM TYPE 4, SIM, ALUMINUM RAILINGS, TYPE 1 ALUMINUM RAILINGS, TYPE 1 PRECAST CONCRETE CAP, TYP, AT ALL PATIO PIERS 1\11 I-.l f\ Ilr I 1--'11- hi..... I II I II III II II I II III "11'1 Ii I I I I , I I, 1111 I 1 I I' 1 ' I II :1 I I I, I I, I' ~ I I , " II I II I I I II " -1- ,-, 'I I " - I I rr-I I , I, I I , 'I ' I I ALUMINUM RAILINGS, TYPE 1 I , 12 4 II I . RAILING TYPE 1 TYP. BETWEEN UNITS AT EXTENDED j J 1 BALCONIES ALUMINUM RAILINGS, TYPE 1 I + o NORTH ELEVATION AT BUILDING ENCLOSURE SCALE: 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 ~ 0' 4' 16' 32' ; I ~ f- <( :2 OVERFLOW SCUPPER SEE DTL. 1,2,3/A-506 PRECAST CONCRETE I' CAP, TYP. AT ALL '~" INTERMEDIA TE PIERS OVERFLOW SCUP', - SEE DTL. 1,2,3/1506 ------ DECOR A TIVE MEDALLION, DECOR A TIVE TRIM I, I II II I I I , I I'I I , I II 11 . I I , , Keyplan I II .. I' I 'i III 11 !; I i Ie- I I ' I ALUMINUM RAILINGS, TYPE 1 I I I ~, i, <( CD NORTH ELEVATION w z ~ SCALf' 1/16" = 1'-0" WHEN PLOTTED AT 24 X 36 BWC OEPT COMMENTS 4 ~ REVISION #4 - MA Y 18, 2005 L REVISED MINIMUM BOTTOM OF STRUCTURE (FEM TO [L, 13.0' N.C. V,O. rv- 0' 4' 32' 16' WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A BPRC Submital: Date Plotted: May 20, 2005 Date Issued: January 10, 2005 Revisions: .&. Bldg Dept Comments, May 18,2005 03540 CONSTRUCTION DOCUMENTS <1 E:'!3iden " ~-' ,,' (>(,~ .,,"'" " IV \$- """f t.,~<, :,~...,:,' '';'' . 1"t I '.' ~"J. . ,'"' '.'" , NORTH ELEVATION 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003THESEPLANSARECOPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTfCTlON AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE RROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMROSITION OF SPACES AND ELEMENTS OF THE DESIGN, I]J~ 41<'\IoS v PROJECT NO. 03540 j j: tlJ ~ @ ~ 0 W ~ n',1 Ii in MAY 25 2005 ~ ; j i"I....r'<'...IJjC',! orVELOPMENTSVCS or CLEARWATER A- 206 I C':;'l/t,<""'--" ," ','," "',' '(C::;~}"" ',' " ,~I ~~/6/I-eU,$-tf$,;K"tf~ 't,'"",?e?:0.k.;et;?~ ! Ol ~ 'Q o N <I: ./ - C Q) ..... ..... ::::> U ./ '" Ol C '~ o o "<I' o o ./E Q) 0 010 ~~ "'00 2{@ 12~ 00 ~N '0- c~ ~';; o 0 "<1'-' I.C') .. ('I)C ~O ('1)'0 O(j) ~:::: -:":'.Q a.. a.. XREFS: TTLB A,EL .., i ',' ,'" " ( I' ~'IUi r Ii' r '" 'I .\1 /,,1 '!:. 1 III I i ,Ii 1 , ~ !"-L(;'\/.~~I '" · i' "', A '.1,"" Vi II!II)II:( : 111(h ' I'll I, . I 'I '(ill i .., i II, 11~1 11 I.! Iii[ '! ',I I~ i . r. A 1"111 [VI: -V I Ii \1 iV!' Ii 'I '1 :!i i i ~ , II 'VI' "'I ,ill; I I li'i' ')' 'I~I rJ ('., I I (,11 ~; i ! \,/ i) ~I" .111 i Ilq,! ,.i i I,I!,I !I'.,\/ I: 1 II I l/ii' N II ,\[-,\ ') i1ir\j( 1\ I ' , 1\1 t I-.J ^ III I )",)11- hi" , I 'III ! I I 111"1 III: I I II!']'!] I I , I I, , I ' I , I III lillUilll ~mm, I I i II i' I I I , I ; I .' '. '. . ' . ".'. . , . I I r t , ! II :1 I ,I . , i :1 ALUMINUM RAILINGS, TYPE 1 RAILING TYPE 1 TYP. BETWEEN UNITS AT EXTENDED BALCONIES ALUMINUM RAILINGS, TYPE 1 o NORTH ELEVATION AT BUILDING ENCLOSURE . < 1'\.- 0' 4' 16' I 32' SCALE: 1/16/1 = 1'-0" WHEN PLOTTED AT 24 X 36 12 41 ! i ; I -.J ( l .'~'~ ,~.~I~ _.,LJ..JLJ~ I- <( 2 OVERFLOW SCUPPER SEE DTL. 1,2,3/A-506 PRECAST CONCRETE CAP, TYP, AT ALL INTERMEDIA TE PIERS OVERFLOW SCUP', - I SEE DTL. 1,2,3/f506 ----- DECORA TIVE MEDALLION, DECORA TIVE TRIM \'T, DECORA TIVE BRACKET, TYPE 2 DECOR A TIVE FOAM TRIM TYPE 4, SIM. ALUMINUM RAILINGS, TYPE 1 I I I I I: , I " il I. lmmrrJllllW' ~ il ! i m IIIIIIIIIIIII fIlii j]JjJIillI ALUMINUM RAILINGS, TYPE 1 ".. II I III "I II , , ' , ~~- i ii, k ! PRECAST CONCREi' CAP, TYP. AT"", ALL PATIO PIERS , , i I 1, ])JtmmJIIIJ1JII II" I ',' 11 I: I . . ~lmlIII mil [JIm. !; II :1 II II, " i!! i, , , I : i " " " I I I I I I ALUMINUM I , RAILINGS, I I TYPE 1 i I , , I ! I , I J : 1 r , : I CD NORTH ELEVATION'" <( w Z ....J SCALE' "'7i1( = 1'-0/1 WHEN PLOTTED AT 24 X 36 1\- 0' 4' I 32' ~ I 16' <"".of., '10,-, '\-, '~ -.~'\ ". "<'t",: " ~'\ Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A BPRC Submital: Date Plotted: January 11, 2005 Date Issued: January 10, 2005 Revisions: CONSTRUCTIO DOCUMENTS.; NORTH ELVATl~ .,j;7 ;.';,-;1' 'I' ., .'" ~ i d (.. '1 \'-'" , (~'(. ~,~ ~ ,'~ I,. .. ~ f II ;. . I j)I ./ I i 'J' / \\\'~~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A. Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, . ( );/;;,r/;,.,ar;/ J?/?,.~~jr"7~' PROJECT NO. 03540 XREFS: TTLB A EL <( W Z ~ I U r- <( 2 12 41 " , , $- OVERFLOW SCUPPER, SEE DTL, 1,2,3/A-506 ALUMINUM FRAME WINDOW SYSTEM DECORATIVE COLUMN PRECAST CONCRETE CAP, TYP, A TALL INTERMEDIATE PIERS DECORATIVE MEDALLION, TYP, DECORA TIVE TRIM PAINTED STUCCO SYSTEM II $- OVER 8" CMU WALLS, TYP. A T ALL EXTERIOR WALLS DECORA TIVE FOAM TRIM WITH HARDCOA T FINISH II I I i l $- , I $- o 0 , . 1. DECORA TIVE TRIM I I ALUMINUM RAILING 'I TYPE 3 i , $- , I ' 1111 I I II ::;--- H '~ :-: - ':'}- 0.0 II I r II I II Iii I' I III 1 II I " " I ! I, I I I. jl I I I I I I I I I I ! r I II I ' I Ic,.-- I II ------- ,- 1'-- i-- I! II' I i I I I I Ii I I I $- 'I I II , I I I ,II I' I' II i' , , 'I $- ~ 1 III III Ii II !'I i If $- , i II i I I I II I I I I I, I I , I ALUMINUM RAILING PRE -CAST CONCRETE TYPE 3 CAP, DTL. 5/A-510 SIM, PRE~CAST CONCRETE BALUSTRADE RAILING, TYPE 2 ,.,1 '~-I' I ~Iilll J1II1 11111] , ,_i~ I' I i ,I' -~ ALUMINUM RAILINGS, TYPE 1 II L, 0) 3 ~ o C'l < / - C (1) I.... I.... :> U / VI 0) C .~ o is "<I' o o / (1) 0) o VI VI (1 a.. "2 o 3 E -go.. .- (") ~':": 0"<1' "<I'@ ll)ll) (")0 00 M'C'l o , 00 C'lC'l />- ~ 0 ~~ '0'.. I.... C ~O C-o o (1) (1)- ;$:Q /a.. DECOR A TIVE FOAM TRIM WITH HARDCOA T FINISH <( W Z ~ I ' I I ~ I U r- <( 2 NORTH ELEVATION 1 BWG DEP T COMMEN TS 4 REVISION #4 - MA Y 18, 2005 REVISED MINIMUM BOTTOM OF STRUCTURE (FEMA) TO EL. 13.0' N.C. VD. r-.- 0' 2' I , 8' 16' Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A BPRC Submital: Date Plotted: May 20. 2005 Date Issued: January 10.2005 03540 ~' ~ ,,' ( , t '!'j..~ oi; '>~ ',t ". it' (f, ~ li&:.._.- '," '.,' l'~~' "+, ,': " -<'LeSl d e.t), '" )-, ( (Cl ,~~ '\~ ~ ~ CONSTRUCTION DOCUMENTS ..'..'_.... k,j' Revisions: ffi Bldg Dept Comments. May 18.2005 NORTH ELEVATION 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 r~'~ ~ @ rn LI Wi urwf !l/l <; ;/1/ r ,/j MAY .2 ~f 2005 LYJ i PU.l,I\;~~~G & DEVElOPMENTS ' ,__ \. YOFClE.ARWATER VCS "',' . I . ~ \{ 6MI'" \) ("-1)"""'~' ,,/""~'- ,/'5~'~"""""""" "".." ."1 -- ~/- r ~"".:':Vl - - ;~ -_:..:.-:-...._.,~.< --' .- ~::,>~~~: ...' ...:.:~. .:, ." . .:..'-. --':"......>',.. .,',' -..'" -'.--' - ~:..-. ::,:..~_.//;~ :.,.;. -;.~,.".~.:~~.,. '.- - - _,,:.. -.,.: -' ...., ..', . .".:,f " " <6;??,,~..tC #;7; jP#;~,u, ,',' (;r;~it:~p-e A- 207 @2003THESEPLANSARECOPYRIGHTEDANDARESUBJECTTO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT ANO COMPOSITION OF SPACES ANO ELEMENTS OF THE DESIGN. PROJECT NO. 03540 OJ ~ 'Q o ~ <( / - C Q) ..... ..... ::> U / V> OJ c .~ o o .q- o o /E Q) 0 OJ~ ~\'1 "'co ~@) I?~ 00 ~C'l '0 ' c~ ~-; 00 .q--' Ll} .. (") C ~O (")-0 82 C'l_ /0 a..: a:: XREFS: TTLB A_El <( w Z --.J I U f- <( :2 ,I $- Ii 12 41 ! I ,!' ,$- DECOR A TIVE MEDALLION, TYP. , DECORATIVE TRIM OVERFLOW SCUPRER, SEE DTL. 1,2,3/~-506 ALUMINUM FRAME WINDOW SYSTEM DECORA TIVE COLUMN PRECAST CONCRETE tAP, TYP, A TALL INTERMEDIA TO PIERS i IJ:i I) .,1, I', ' [J i $- II'"" $- PAINTED STUCCO SYSTEM OVER 8" CMU WALLS, TYP A T ALL EXTERIOR WALLS DECORA TIVE FOAM TRIM WITH HARDCOA T FINISH ~v'/,p \'~\y 0.0 ~~,:>)< I 111 I i' I III i \\ ;/1 I' )1 II II Ii u, i II -II II III' I, I!!I i I' I !II I' i If ~ I1II I II I, II lJl1 II " ,- .Ii DECORA TIVE TRIM ALUMINUM RAILING TYPE 3 I .II I: $- 'I II II I ) II' $- $- $- III I i II II I I , I' "1 II il ! , I,: 1 II II ,I ,I ' '! '1 !jl j It II ~ .~ ,) ~ i: I I," I, II III 11 ! 'I III II I III I , !I I' " 1I11 II 'II ~_ .1 j " I: 'I "I I' ]1 I~I /1'-'-( II II ') ALUMINUM RAILING PRE -CAST CONCRETE TYPE 3 CAP, DTL. 5/A-510 SIM. ' PRE-CAST CONCRETE BALUSTRADE RAILING, TYPE 2 1 __ III1lflll[!!]1Ii IIIII~ ) . li~ i ijm 'III! II Willi. i~III~\)\~ j ! 'I' , .', 4' ,,' rm" ,"" 1 ~_,(mr,'.1 r~:I:; V, 1-[ , I I ! 1 I i I I I I I I I I I I \ \ I I I I I I ! I I 1 I ' , , , I I ALUMINUM RAILINGS, TYPE 1 I \ , I j " <( w Z --.J 1 DECORA TIVE FOAM TRIM WITH HARDCOA T FINISH ! r- -~! I U f- <( :2 1 NORTH ELEVATION -- -- 11\- 0' 2' I 16' )' '111111, 8' I Keyplan I I I i I , , I , ". WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ....., ....,. 03540 BPRC Submital: '., C't? i d ('I) \....... . , ('(< ",~, ,. ~I/:t .. ?,. It it II (r Date Plotted: -.~'-"'," Date Issued: ~ Revisiorrs. ~~~ "'", " "\ / \\'~~ \'\ ~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-23 I -2057 Fax 850-231-3553 .;' ~ '-< @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND <HOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, - ( )~,/. ,; V) " -:i;'No/~"" r;" .. ./ ",;"i"7'. PROJECT NO. 03540 January 11, 2005 January 10, 2005 CONSTRUCTION DOCUMENTS \2 NOR{H ELE~ATION 't' .....- \:, .ff,.:,.i< \..> '",\. "-,_i-:' )t.'" ~~2Q7 '\'\, .\ '" Ol ~ -q o N I <( / - C Q) t: :J U / Vl Ol c .~ o o "<t o o /E Q) 0 0lU') O~ Vl .. Vlo.. fl.@ ~8 ~N '0 . C~ ~~ 00 -.q--' U') .. (") C 530 (")'0 o Q) ~::: /0 0..:0:: XREFS: TTLB A~EL 4" DECORATIVE FOAM BAND AT ENTRY i WINDOWS, TYP. , I i I I II I II I I I I I I I I I I I I I I I I I I I I / / 6" DECORATIVE FOAM BAND AT ENTRY DOORS, TYP. ~ o I r--. il i I 'I 3 NOT USED DECORA TIVE FOAM BAND BETWEEN DOORS 6" DECOR A TIVE FOAM BAND AT BALCONY DOORS, TYP, . ~ . . ... , , r2 ELEVATION AT UNIT BALCONY I . I I I I I I I I I I I I I I , 6 ELEVATION AT TYPICAL UNIT ENTRY I I 0' l' 6" OECORA TIVE FOAM BAND AT BALCONY DOORS, TYP, 51 ELEVATION AT UNIT BALCONY DECORA TIVE FOAM 6" DECORATIVE FOAM BAND AT BALCONY DOORS, TYP, . {" .. I' If , I. I 4 ELEVATION AT UNIT BALCONY Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 112003 THESE PlANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WElL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ElEMENTS OF THE DESIGN, ~; ~ L. .. <"':t?hh"I) '\,.......... ' (," f. , ,~. ; 1, ,., 'l~/ 1'1 .a DECOR A TIVE FOAM BAND BETWEEN DOORS 6" DECOR A TIVE FOAM BAND AT BALCONY DOORS, TYP, i' ,I :1 :1 ELEVATION AT UNIT BALCONY r' ~ ...,. I \ \\:'V7 ~ .".- ( )P;;~~rk~'art'/ r;/?,,.;)r~7t" PROJECT NO. 03540 '1 II: i ,I 03540 BPRC Submital: Date Plotted: January 11, 2005 Date Issued: January 10, 2005 Revisions: CONSTRUCTION DOCUMENTS NORTH ELEVATION A - 208 XREFS: TTLB A_EL /Cl G> POURED, CURVED I, \- CONCRETE/CMU \\-..1:0 PARAPET it MEDALLION A~D DECORA TIVE TRIM PARAPET TRIM, TYPE 4 1: ,~ )~~---" l........-..i ~ 8 I_n ENLI\R~~D ELEV A TIQ~ PARAPET TRIM, TYPE 2 I F I II [, :1 ii I'[(ill fil AI "'I" J DECORA TIVE FOAM TRIM, TYPE 5, TYP. PRECAST COLUMN, TYPE 4 PRECAST COLUMN, TYPE 6 , I i OJ ~ 0- <i: "" - c (1) t:: ~ U "" Vl OJ c J o o """ o o ""E (1) 0 OJ"..., o~ Vl .. Vl 0- ~@ 'OU') 08 ~N '0- c~ ~-;; 00 """-, U') .. C'i)c ~o C'i)'O 0(1) o_ N_ ~.Q a.. a.. "i I _n 0 i 0 . I , I I I I__u ,.. 1,,' '.I,I,~=-~:'-~"'~""'I..I , : I r I: ! , ' , 'I DECORA TIVE FOAM COLUM TYPE 7 ~~!\.~_-:.J~!l.,..---,)l-;-:-7H----;-;._.IL"~"_._il.:._";I.~_Jl-:-....J\........-..J"\,.;..-..;;--J1.~;'......._-:/1..":'"""""""7 \ i i ( ': "I' ", i ...! " " 'i ' ",' ',;', I '\1 ',i ", I ", I' ! I, ,I, " : : 'i! I 1\, i ! , :': I ,! I : i' I \ ': , I : ,i "1 I ' I:! I :;1 : I I \ ! '\: ,I' ~ , i': I C}~~ddbuU~,~~,~ D,~dUUuU '~-'n'n"/--;'~;---"-- - ~ ~"~ ........,c'c --' ,'~ ,\]1 i1U_nLjL.i II " ,I i, I: ;. liLJ II " :'1 PRECAST RAILING TYPE 2 PRECAST COLUMN, TYPE 5 7 ENLARGED ELEVATION , , I En GYP. BD. OVER MTL. STUD~ CONTINUE SHEA THING OVER CONCRETE COLUMN 11 I _ STUCCO OVER EXTERIOR GYP, BD, SHEA THING AND METAL STUDS; FOAM WITH STUCCO FINISH AT DEC, PROFILE; CONTINUE SHEA THING OVER CONCRETE COLUMN AND SLAB EDGE t MEDALLION AND DECORA TIVE TRIM POURED, CURVED CONCRET~/CMU PARAPET' J1 ,I 1 u PARAPET TRIM, TYPE 4 IJ \ 1] I 11 1 ! r jl J PARAPET TRIM, TYPE 3 'LlLJ -t STUCCO OVER EXTERIOR GYP. BD, SHEA THING AND METAL STUDS; FOAM WITH STUCCO FINISH AT DEC. PROFILE; DECOR A TIVE FOAM TRIM, TYPE 5 DECOR A TIVE PARAPET TRIM TYPE 1 STUCCO OVER EXTERIOR GYP. BD, SHEATHING AND METAL STUDS; FOAM WITH STUCCO FINISH AT DEC. PROFILE; 5" 0- 0 o I EXT. GYP. BD. OVER MTL. STUDS, CONTINUE SHEA THING OVER CONCRETE COLUMN " - \- -- -- 3/ ENLARGED ELEVATION , ' I 1 i i it MEDALLION AND DECOR A TIVE TRIM I . I · , DECOf1TIVE FOAM: OLUMN, TYPE i : l III I ,., v ..c- '"'" \.2..Cb i d to 11<:, c::. ',\. _I l j \ J I I , I ] I I' ,j DECOR A TIVE FOAM TRIM, TYPE 4, TYP. DECOR A TIVE FOAM COLUMN, TYPE 2, TYP. POURED, CURVED CONCRETE/CMU PARAPET- ::s \ 0:0 PARAPET TRIM, TYPE 4 " i /) V) I,.' ;) /1 :"/t: I '/1 ~ WHlli II' : ,~ ' ,-I 1 ' , . Ill! 11I1 1"1 :1 o /0 .' - IL :l"C'r1 1[' ' ~L ~ ! I , ,I ~/ ~~ ; - - '.', ~-- ) r'l \?r-::;-,-::=::~"-~~.. W . . "':: :; 1" 2:0~]a D~v'f},9CWd~-~i~c~ $, DEID1 2/ ENLARGED ELEVATION " ". i,~/J'" . i f Jf / /1 ..., '.,J ~ DECOR A TIVE FOAM WINDOW TRIM TYPE 2 i , , i I , I , I . I Ii 5' ENLARGED ELEVATION 'If\ 11" ,,'Will I: it MEDALLION AND DECORATIVE TRIM I"" I PARAPET TRIM, r r / TYPE 2 ~ , \, I \ \ ,I DECORA TIVE \~ ie FOAM TRIM, ,t-"." 0 0 TYPE 4, TYP. . , , , I , , .1 'I i --; ;--: -:--', r-: I I . . " ),J' r;: ! ,)" (;,j>n;4r,,,, rr/ ~,/ ('h:;".i"'7~ PROJECT NO. 03540 / \\'\) 7 \ . \JIQ ( Keyplan POURED, CURVED CONCRETE/CMU P ARARET s_ \ <..;-l:o 16'-10" I' ,! Ii II II j Hil I iu ~,~,~.''...--....Il_Jt~.,_;l_ ) ", , , I ' ' , I! ,'. II.., ,II \,/ "1 ( II, r:: ~ ,r-; ,- :--: n.' " il-j......i:-i1-r-'- PARAPET TRIM, TYPE 4 Ii , I .1 I ' ;1 PARAPET TRIM, TYPE 3 1 1 I, 1 ,~ '. ~- PARAPET TRIM, TYPE 1 DECORA TIVE . FOAM TRIM, II I TYPE 5 PRtt4sT CO~U~.N, TY E ~ I 1 I! I I, 'i I " L, " I, I PR~' C, ~ST I CO UMN, I TY f 6 I 1 , Ii II II II _;:'__,)l,..=...-j~j:"'-""'Jl~',~Jl~J~J~.---,-JL~-:L~',....:_:_)\~J'_,",,"--JI_Jl_,;:_,"_ I Ii \ i ',i \, I' "1 i I, j ." i i i 'I i ,:' \ : I ;, \ i; i:, )i I ,I '\ ,i" ! ': I ~ ': I ',,I' ,",.i" ii., / "-. / ,.: I,. \ / I , I, -' ; " _ .' ,', L: !:', \:, - \,' - ! ,~:- _:. i ,1.- \ __ _; ,~:. I,~ ., ,;, ,II, ;1 I; :1 I:, II :,1 )1 JI, !I ), ,I Ii ,:1 , I, I ~~~,rpr1,dahDhnMh,n~n,~ li-:-!n-I1~ln:I!]I'-illr-JClL'-li-!-II- .-._jl,",.""./l.~_;,1l~JL_;________Jl~'-';"::-'H~_l(.:.....-r~ II ',,1 ,:' ,I "Ii ':, i \ i i i 'i i ", I" \ ,! \ / \ ,i'l, \ ,", " ," . I, too" I, ,L__i 1\ ,.--. ...." 1", \"_:-J' ~_--:-I,C 1~~'!__)I--:-)\--:'1'(",:,,""",,",,\..............J(d .:.- '-",'-- --I.:.....;II~li:..:...:]ri':-V.-'hr--ii~:-\:- ~EDALLlON TYPE 1 I ]1 STUCCO OVER EXTERIOR GYP. BD, SHEATHING AND METAL STUDS; FOAM WITH STUCCO FINISH AT DEC. PROFILE; CONTINUE SHEATHING OVER CONCRETE COLUMN AND SLAB EDGE _ (.'~ i " " ,;) ,I ',( I,,' Ji t:::i .0, r1 rl ;-(' -ln1~il]l-j.' PRECAST RAILING TYPE 2 Ii , ' " 11,1 I I , ,I i I. Ii j I' I I I P~dAST C8,N~RETE C~P II : _ i I -nrr] I 111['11 1111'~lq,l~ , l LLL1J .LJJ TTI 4; ENLARGED ELEVATION 1 '," I' ,:" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND WOWN AS ARCHITECTURAL WORI<$ COPYRIGHT PROTECTION ACT OF 1990 THE PROJECTION INCLUDES BUT IS NOT LIMITED TO THE OVERAll FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ElEMENTS OF THE DESIGN, II DECOR A TIVE FOAM COLUMN, TYPE 8 l~L_JL~)\_JC:..:~:II:-""'::'::"~':_:.~_)~_..l__ _>~_ Ii ilil Ii I! I I I \1 \' \:ii . I!... ,,' I, ,I, ,", ) '\ / I, i, I." ", I":-~~!: (~-~-~\ ,L '~--11 r - ':: i -\ / '.,i ... I,' " , I ~, h', ,~ :-;-,.: 2, t-=:-1, [:::;', .c2,,~,,~ ,:.: L, :1~lHI;__L_u I, ,,' II :1 I, ,I :, :--: :--: rl n rt n n --tJi~;--i!-j1--' 1 ENLARGED ELEVATION BPRC Submital: Date Plotted: January 11, 2005 Date Issued: January 10, 2005 Revisions: 03540 CONSTRUCTION DOCUMENTS NORTH ELEVATION A - 209 Ol ~ -q o (") <k / - C ~ ::J U / V> Ol C .~ ~ o "<t o o / 0) Ol o V> V> o 0... "2 o ~ E -go. .- -0 s0! aLl) "<t@ Ll)Ll) (")0 00 C:;N o , 00 NN /;>. .l!:? 0 ~~ '0 .. ..... C ~O C-o o 0) 0)- ?~ /0... XREFS: TTLB A SC 1- , I u Keyplan I ,--r----- , I I I I I I ~ I )~ e' I L I I ~ , " ~ I I I . .. I I j I I I I I I \ I 1 I I I I I I I ....- I I ' I I J - J - 11 I~ ~ ~~~.-"-~ --~.~ '-"'- I , ',-1.,'1,-1--.,:,',1,'1',1,"\11 J II I I I , I III C,-- I ~ <1 , , I I ~ II I I i I -'- , '~~--,~ , i fi - - ~~--::" ~ - rLI" ....... J. !~.,~--l--;,-J "I I I i 1'1 "'.) I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I '-------....- , I ~ Ii r-"'--'--'''" 1---- I I I .., I " , - 1,- · i ~ .. I I I I I r,_ ~_ I , ., ,I II .. I I, I I I I I , I' .., , 1-:1 I .. I ' I' I I I I . .. , I ~ I I I I I . I r::;;:J ~ I' 'I ~ III ! .. I I 1- T '- ------ , I " I I I' I, II, BWG DEPT COMMENTS 4 REVISION #4 - MA Y 18, 2005 REVISED MINIMUM BOTTOM OF STRUCTURE (FEMA) TO EL. 13.0' N.G, V.D, WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ~~,'" ",~!iiiideh , """" "* ~" '" (~, , '~~' er '~~S' 4: ~ ~ tt 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 , .~\ I ' 1 TYP. NORTH-SOUTH BUILDING SECTION I ' I ' I" ~~' ~"'.J IT l' ': '::"" BPRC Submital: Date Plotted: May 20, 2005 Date Issued: January 10, 2005 Revisions: & Bldg Dept Comments, May 18,2005 .. "~J .J' i 03540 CONSTRUCTION DOCUMENTS SECTION / (~,7,5};)"h''!i::':V:~L.,~'~;~~'1 {f;;;;~~~J: J ~,~", ',t",','#'.,-,"'~ ,;;;V;l/t ~ """ ,7.i"'.,"'.~"~,,.,'<,:jr ',',,'" .,",,{,'Jf:~ ..,'~,'... ,"'..' . ~ A-3D 1 Q 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. \}J t ~"'~ PROJECT NO. 03540 XR EFS: TTLB A_SC ,_on i,: I: ~ ~ -q o l") <( ./ - C Q) t:: ::> U ./ '" 0> c .~ o o "<t o c ./E Q) 0 0>-0 o~ '" .. "'l/) ~@ 12~ 00 ~C'l '0 ' c~ ~~ 00 """-. l/) ". l") C ~o 8'0 o Q) C'l::: -:":'.Q a.. a.. Keyplan , - , ,. f , I:-UJJI I I I 1 1 I I I I \ '- - ~- , , , i )) -.... , u I r- 1111 III , " -- ..,... ----- ~ , I ~ - ~ ~ t::= -- i, I ..L.l.i -- -- , ~ -- -- -- i I III if I i ... - .. I I 1 I I 1 1 1 1 ~r Ll rr . .I .1 I I 1 1 I - II ,: . , " ,.: . : ,,' ) I ~r - I I I I ~ .. ',', Ii I I 1 I " . .1 ..'.' ,':, '. I I I I 1 I I I I - - - ..... I i I .. . .' '. , i I I , I , I I I .: ' ", " i 1 11111:1,:1111'111 lillii'll: '. '..' : " , : '". Ii I .. , ii]! ,'.: , : I !I .- .. u , 111111_ " u; li:l~l' I [JIIII 1 1 '"jl "J " ,11 , I .., JII11 I I~ i Ii ,~: II: Iii! i " "," , I ii, IU IJ~,: I Jill -' ., , i :1 ~ ! '\ . .. ~ " "'ill! ! II! i i I : i I!! III i 1111111111111 1--- I; : 1--1 I uJ y-l i . .. 1 - i I I I -,--- >----< I' . 1 - ~ 1 .,', .,,' 1 - 'j WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 @2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. l!lIlliIIIHUtl!!!lllllllilllllll jjllllllllll1i111111111:1 mil':' , I I I I ". .. I I I I , I I I ! . '. .' : , . , . , . , , ' " ' . ,', , , 'I: II L,: I :111111l: 1;111 ' : i ! , .. , ! : : ! : 12 ~~]l-'~i" <'U,,, I I I! 'IUi I: I i 1'1 "I I 'I I ' , .~uLdLJUU UeLL . " ',' ,... ; ,." " " , i ! : , II ~ - ,.-..- : I I I'I ~ ""~" /- 'I' I I ~ , " "i 11: !Im""~~-- , ~ I ' I , I I' r " II ,I I I II I "I , :' 'i 'I I I .II IlL., .1 ~ ,I ill ,I I jl , u I + t, , , , " , I '. i i , " , ' " I : -,..- . )1// c t? ./) '1 ( "'.;j''/nrhr,,a rr/ ~','/ rl";")(,'7r" - , " , : , ...', .. i i , .. : ! : i , \lv'l .. ...... ..c- ~ -2...'~ t:? i l i c' h .~ .... f <.-' '. (. 1,;'- ',,\~ '1(" ~1;1'" ~ "1 ,.,. I I _ ,J I / ' PROJECT NO. 03540 In .. , . . I I 1 I I 1 I .. 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" ...,; - - - - BUILDING SECTION AT 1 UNIT D, E, F, G & CLUB HOUSE BLOC DEPT COMMENTS 4 I I REVISION #4 - MA Y 18, 2005 REVISED MINIMUM BOTTOM OF STRUCTURE (FEMA) TO EL. 13.0' N.C,VD, (J) ~ -q o M <C /' - C (]) l::: :J U /' V) Q) c .~ o o "'<t o o /' (]) (J) o V) V) o ll. '0 (; ~ E ~o.. .- '" ~~ oLl) "'<t@ LI)LI) MO 00 c;;'N o , 00 NN /';... ~ 0 ~~ 'Q.. ..... c ~O C'O o (]) (])- ?Q /'ll. 1860 Republica de Cuba Tampa, Florida 33605 Phone 813~ 248~9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Sea grove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 <1,.;esi d eo ')'," '" " "'(>~~~ j,,"",,~"'S' """t, til ~ l'" tt ~" "-.\- \,~, l, '("",:;i. ~ ,,~.; "'''':> BPRC Submital: Date Plotted: May 20, 2005 Date Issued: January 10, 2005 Revisions: & Bldg Dept Comments, May 18,2005 03540 Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A r:-:.k, ~"'""l"T 9.. ,"'" .~...~ ~ ~ " .... CONSTRUCTION DOCUMENTS SECTION @2(JQ3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, \f \ r#l 1'\ ',.. f\ , \' .J I ' I ,--' I (';.?):;' ~_ ,/,,/'"'''' ,4~,::;W:""t)! ./' _, /C' .~~~.,' . (,C-'^~ ~.....;J '-:'" ",../b#'/;<U6'~e$?"-t!~ \t~:;:" r7.""k$t:~p+7 fi,'-P'i ~ @ ~ D W ~-I"~-~ll ,. , ! II ; i , 1 ' , /UU MAY? 5 2U05 1)1 I f'LllNNING 8. DEVELOPMENl Sll~~ I CITY OF ClEARWAH.R v A -302 PROJECT NO. 03540 Ol ~ 'Q o C'( <( ./ - C Q) t:: ::::> U ./ Vl Ol c .~ o (5 "<t o o ./E Q) 0 Olo- O~ Vl .. Vll.t) ~@ 58 ~N '0 ' c- ~~ 00 "<t" I.t) .. cry c ~o cry '0 o Q) ~:::: -:':.Q a.. a.. 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CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30A Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 I!> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORICS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. I I \ " """', I, , I 1111 . I III I I I. ,I r ,~., .~ f. . '."<:. .. <, ,. .' " '. :. ".' .' .< '. ( :11 I: I Iii, I - II 11m I ." ".. " : I 'I ,I 1 I UNIT '0' II , I I I II , II ;1 I I " REFER TO SlRUCTURAL DRAWINGS . I II ,I I a I , I I i I I I ~ I I' UNIT 'F' Ii 1- I r I I 1.0 I I I I I I I I I I I I I I I I I I I I I 12_1 u I I I , I I I . .. 10 I I I I I I . . I I- i. , 'i/ l' " ! 1 """" ", I... T :1 1)1 I il I II ',.,...:.....;.:.,'. ,< " I- 'I II II II i' J~ m , ' , ,,, '" .:. <; ,;" ,', 1= . " .. " . ., . '. .' ", ", UNIT 'F' r!::L. I J' ~I I 'I I . ill " I{I II! II 111)1 I: ill ! 1111 I I~ ",'.',' ,," 1IIIi II I) II. I ,'.'. 1 III , :1 ~ = : II II II "": 11 , II II II .11 '. I , ' , UNIT 'F' ...,;) - 1 ~ = I : UNIT 'F' , ' I I I I . , . '. . I " I I I I I I I I , IT II ; ~ I I , "I, '" 1 i I, ' II I I J -' i II ! '-- i - - 2.."" S i .. J (;"1"> "\: ...' , f {, (to ,~. ~"" .~, ',' ~ ~ ,'//:1 .. ..,. l l ), l Ii l' · ( )~;;~'"';.'wn/ Y/?,,;i07' ';;1 ~ ~ PROJECT NO. 03540 I] I II_ml III ! j ...,. - ,- 1m) ".." ',,. '- "",- '. \., " , I I I I . ~ ~J~~~~~ ~I I OO~WJ~\~~~ EPl . ~......'iI.l, BUILDING~'SECTION AT UNIT D, E, F,"'G, & CLUB HOUSE ,~ ',,<; " ", '" '" ,\, 1 "<... ...,.~ >. / \\\~~ Date Plotted: nuary 11, 2005 Date Issued: Jci\'uary 10, 2005 Revisions: .. Iii I, : ... .. ~ .., ~ .. .. .., .. .. '.., 03540 ~ "t! o C? < / - C ~ ::> U / '" Ol c .~ ~ o "<t BE /0.. G>1l) g><;:! ",0 "'- ~@ -gg ~N '00' c ~~ ~.Q ~c ~o g-g (\I; /0 0.:0: XREFS: ffiB ~sc (;1) ~r ~- , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ -, ---- '\ .~~ \~ 'f,' '\" ,,\" 't' '\; "~~~~ ", :"~'\' ~~ :~, \," '. )~>~ "~,~ 's:;; "" '\ :'l-' r --- ------ ": ....1.." BALCONY . ': ..... ~. : BALCONY . . "': ....:. ," BAl,CONY ".: .,".:.: BALCONY 1.... ~ "': ."':.': I I' i J 0/ L__~~__ _ \) ( " . .. : .' " ,'" .' .. . ,..', ~. '.~ ~. : ":' .'.: .~ :.,'. : . .......'..........~. . " ~".. ~ ..' . .. " . .. . ", . '" i.' '. . ..., .' ;- ," : ," :" ".: ..; : Q" . , ~2 "- "- ('E- q \ " ~,,) 'I E ~' OVlX-I\IDE ~ ---,----,,------- EL (]' I~ V,D. ''1' ~ SI~ ~- ________,__,___ ___ _11'1 A}, ",f13,,\,l", t~Jl:-EJ_~_~.rC;k:l.l_ ~\ U (i()'-I;" i~ \/D ~ - I - -, ~J ~' ~..--;;; ~ ....----- ~ ] 6" I'~.G.V.D, 1, -,- ----'~ I I I I \ \-- THIS 5" CONCRETE FLOOR/CEILING ASSEMBL Y MEETS MINIMUM 1 1/2 HR CONSTRUCTION PER FBC TABLE 709.2,2,1, SEE STRUCTURAL DWGS. M ILDIW, HfJGHT -$'" -~---_.__.._~---- --~-_.- EL, V,D. ROOF '_lAB) BALCONY i -- L .1_, II I I I I L - I - _",J I b-I '-- l___, I I I Ti.....J b--J ". .", .... ". '.4 .:' ;..' .', '4"'.. :.. ~. , i ; . .' . ." .' .' ."..,.. , . .' '. " . i. ...... : .' :' .'. : .; ~ ..' . . '. ' '. ..... .... ..... I ! . ". . '~" . ." '. '. ~ ' . .' ' .. ! ".' ~ ' . : . : . .. /~ ,." // >/" -------~--...- , I I I I -THIS ROOF ASSEMBLY MEETS MINiMUM 1 1/2 HR CONSTRUCTION PER UL ASSEMBLY P537. CiI SLAB..., ,\Jc.~-7 ii, r,jVD~-$- i-- I I L 1- T b~J l- I I UNIT 'H' I . .... ..'. ,'. " , : ." : .' ~. : ~ : .. ' ..... .'. " '~ '. . ,. '. .' .' ." ~ . "'~'. " " i. . '.. .." ,,", , 4 : ..' 4 ' . . . . " . . ~ --, ~ . . . TYPICAI_ FJ!\RAflT HEICHT ~JLAB ..'\ 1\1, (;. vI~'--7 EXTERIOR I WALK I I I I ~. ___u__~~~~___!:_ - r(ifJ ~J /)V~[~ --$- J . '.~ '. , ~. --J'l " I' .... ..', , : '. ~.. .' .. . '. .' . ~. ,,': . I I ,I I:'" UNIT 'H' . ", .' ... . . . .' ,', . " ...... . '.. .; , . '.. ." .' '. . ~ .'. ,I'<. I , ," : .... ~ . . : . . . I uuc====\= .' '., l : ; .' ;" ." !(JEOf ::~~!~.fL-L I 7)' 1\1 C V. [j, \..". IRU RE .\ 1--(;' N .(~~v.D~\l'-- C,', ~hJ3.,_.,\ ' 00' N C:. V D 7 Wfl[I'1 F'lilTTED (-IT)4",36" " , :. ~.. ,'. '. , '. :. ':. . ._______~..:L,,~--..-.-------- I I I I ..~~ UNIT 'H' . ..., .... '. ..' :. '. : ~. ... : . : '. .... ..... ..' ...... . .' ~.. ,'. ". " '. .' '. .. '.': 4 -------------- , . '. -------+--- I I UNIT 'H' I : "; .' .. ~ : . ;' . . , . ,.' '..". . '. - . . '. ~ ,'... . '. . '. . " . 4 I I I I UNIT 'H' . '. j .' ~. . ,'. . . . '. , .. . '. . '. -. .' . ~.' . . . . ". . 4 ',' . I I I I I I I J -~ 1_ - - -- ..J L - - - 'I I I I I I Li-iifi-l-i..J b~ ~ Y Keyplan -- - ---- .,.. .. : .' . ~ . ,. .. , . .' . ..: .; : .... . ." .' '.' . ,.. .... PARKING WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3(}A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 2003lHESE PLANS A~E COP'l'~IGIil'ED AND A~E SUBJECT TO COP'l'~1GHT PROTECTION AS AND "ARCHITECTU~AL WO~I(" UNDE~ SEC110N 102 OF lHE COPYIlIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND ItNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTiON ACT OF 1990 THE P~OTEC11ON INCLUDES BUT IS Nor UMlTED TO THE OVERALL FO~M AS WEll AS lHE A~RANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. . '.. ,,-' .. . ," . - ~ . . '. ;,. . .,. : .,.. ~ ,'. ,- _ _ _ ..J L _ --- u, 'I I I I I I L lyr~j ~:J' I I I . :t I ~e6U: el1('> I Ct )j,fi ."., ~~\ I ~ ',..rJI,.,'....,)f;,,' ',~,.~,;,.i,':~. "'.,~'? 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I I i I I - = - II - I ~ - - --1m, 11111, I I I I I I ==i , - - - - ,-- - - Ii I i ,I I ; II : I - I ~ I I n I - I - I i I l - I I I I i c== II III I lei , urd J I 111, T I, 1.1 ~iLJ I I lei , ~~ I If, \ntf I I I 1, ~~ I Ill---, \r~ I If, \mJ'i I I ~l;trJ I , lJ-lf I " UlJ ,- ., BLOC DEPT COMMENTS 4 REVISION #4 - MA Y 18, 2005 REVISED MINIMUM BOTTOM OF STRUCTURE (FEMA) TO EL. 13.0' N.G, V.D. (1) '~/ BUILDING SECTION 1'\- 0' 4' 16' 32' PROJECT NO. 03540 Keyplan r,,-,=; .'=r \ f r: ~ "-' -" ~~'11' ~. ,'<> "II' ~ ~~ r}c.- i )' ~ . 'tl1 " f!~" , . i,at..~ l:i) I:,~......~....;.u- BPRC Submital: Date Plotted: May 20. 2005 .. Date Issued: January 10. 2005 -- Revisions: - ---- & Bldg Dept Comments. May 18.2005 --'- n_ -- ._~-,- WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ~.mi$idEl\llt:'; ~' , ~~ L , ~ l"t 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~DW~ll~l, MAY 2 5 2005 r.!J1 PLANNC',-n- ~ CEVElOPMENT svcs i · r vr lEARWA!EB ,..! C'5)#?~(W~*--" ...', , (f;,)'-'~, ""~ , ,* ^"'e"lcrb,6~<#/?%'d lfL~~...JfJ'trJtrL~ $-::" l_ _ 02000 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOTLIMlTED TO THE OVERALL FORM AS WEll. AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. I I I I J LEVEL 2 - TOP OF S~A3 ~ - EL, 17,3'-N,G,V,D. ~IIN, BOTTOM Of STRUCTURDE.$- - EL, nO'-N,G,\;, LEVEL 1 - TOP OF SLA~-$- EL 60' NGV 0 3' ABOVE EXISTNG CRADE) -60' BELOW TOP OF SLAB $- EL, QO' N.G.V,D, 1/11/ l' 0" WHEN PLOTTED AT 24"x36" 03540 CONSTRUCTION DOCUMENTS SECTION A-304 XREFS: TItB A..SC ~ (14) 13 l~~ I 'JI~ ~ ~ ~ II [I l rYf'lCAi, fJAF:~PE,: H~IGH~~ LL74--6 N.CVC. \ MAX, BUILDING HEIGH T $- El 7;)' N C; V [) (TOP (W I~OOF '" 11 (11J'1 "- / '" 8 ~rr .II~ ~ ~ w (1') 'T"/ I I i I I -i------- 12 --.~ I ~ I -- t7 ~rt- ~ ~ ~ ~17 I 1 I 'J ~ ~ ~ I -- -- . ~' I I I I I I I ~ ~l I ~ -- - ~ ..-'---l I' 1 I I ,~ I ,IJ JlRJ] ~ 1 ~ 1 F--:-] 1 8 ,I j j LII]]I~ 11~lF---=11'8 .' , .' , "~.'''~ ,.' ,II jLUj~ I n 1 F==1T'-8 I UJill-llJ! ~ 11r:11Ell,,~ . '"""'- I u 1" _ _ I_EVEl3 - TOP OF ,~ El 280' ~lGVD, I "l; '. I I . ~6 -=-,TOP Of~ SLAB$- EL 00,0' N.G.V.D. ,~ ~ _ -L.., I I I I I I I ~ ~- -,- ~- - ~~ , ~ ,- I ,----- '-. I I I I I lEVEL 5 - TOP -9F ~ EL. 49,3' ~IC;VD. 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" ," , . - , ~~ ,----- - _n 1 - - - - ,,~.. -- I ~ I I F= I I <., bmlllIll I ~ -+-- " " ...., .. .... " . . ", '. ..,.... .. '. ,. ." ~,.. ., ..' ,.. ,.,.- I-I :"'i, "..~ , , , II r-== I I '. I ,~ I-- I I I I I I I I I I ,;:;,~, I I I ! I, I I' I'll ,1 ,1'1 1 'I 1.1 1-41'1 , 'I 111"1 11 ,1'1 I 'I ,i 1'1 '.: ' 1 ,1'1 , 'I I ,- , -'I :}.\~~ T"l lJ lJ nI lJ V I IV V ~ l,J UJ V i'r ~"~~ lJ V TIW IJJ I J I I VJ ~r1JL; \JrUJ lslN l,J \r I ~ "," i l J '- - - I ',"" - - - - - - - T(FJICAL F)~F:~PE,: HEIGHT~ EL ,4-6 NGV.D \ MAX, BUllDINq HEIGHT,$- EL, 72 N,GVO (TOP OF ROOF SLAB) ~G,,-lOP or SlAG$- lL bOO' N l;VO LEVEi ~', Tnp',9F :~AB$- FL. 4:J'J N,G. v,[I, LIVEL 4- TOf).JiF SLAB $- EL.. ;' N,C V.D. _ lEVEL ,3_ -- ,TOF',.Qf ~ fL !)8U N\JVD _ I_EVEL;), rop ....DF, SL,~B~ FL, 177)' N ~ Milt [WTTOM OF STRUC~ - It., lL).Or-N,~ IrVEL 1- TOP OF SLA~-$- IL I~,C, V,D, (CU' ARr j'/E D[TING CRADE) IJELOW1UP UF SLAB$- EL, 0.0' NC.V,D, ~ ""'!'), """"'f,;;;,~\... ". 'I",~,:< BUILDING SECTION ~".~)::\ ~- ~'....O' 4' " -~, "" '" ...,. o '? <( / - C :g :> U / '" 0> c .~ o o ~ 8 /E CI) 0 0>-0 ~9. "'-0 ~@ ~8 ~C'l '0- c~ ~~ ~Q U') .. 8c /0 ~~ /0 a.: a:: 1 /' 1 en , .. 1" 0" WHIJJ PLUTTED AI 24 "x](," 16' I 32' ------'-'......1 1 Date Plotte. January 11, 2005 -. --- ~~._- ~--- ....-.----...-. ------.--.-..-...-.--.-... Date Issued: anuary 10, 2005 Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A .... eside.... "'..... , .. '(~ ~~I~. (\. is t,...,rJJ,.,rA~~.~. ~ .Jf,.~!I ., nt, .~;)/I'/.,..'~ .'.," (f')""-) (Ty;/,~u~,~,.,.r/ ~::.Y r",..-j".Jt:'f?,...1 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 M1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 Revisions: -304 02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WQRI('" UNDER SECTION' 02 OF THE COPYRIGHT ACT. 17USO. 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" , q ~ ........ \ " \ I I ---- .-i ....J <( - - ...,; -~ g::SQ Z ::::;;:G: <(I- 0<( l.J....0 ~g -0::: 1-<( ~I OI 01- ::5~ I- LLJ a.. <( 0:::: <( a.. I- <( ::::>....J ::::;:<( uS2 .~ co I- , " v ~o ~ . .-It) ~I <{ q , q .............. .".... ",,' :\ "Ie' " I- <( <..:> Z G: O....J 0<( 0...0 eJ~ ~I- :3: ::-' ~z o wO a......J ::-<( I- CO " .Jl ---l <i: 0:::: ::::;: ::::> Z ~ ::::> -J <( Keyplan -- ( ( ):' ---'---'~-- --~-,..-..~..------'-- ,,_.._------,,-'- ,_.."-----"'-~ . q ..-,-..--.,------ CD <( ....J c.n 0..: w~::- Z I-....JI- <( w~. CDa: 0::::::>0<( ~a::,1 ....Jz oo~c.no 00:::0::::01-<(- wwl- 8~a..a::g:: a..w. WW o col.J....Z ....J I- '-..w W c.n<(~o::::a.. q \\, '''~-I q ."~ ~ " q ." , . " ~ W ::-- I- z: I- Z . <( WOOcoa: 5 ~ ,I <( Z<(~~Z OCDo:::: 0 o woF o~a..l-02 W . a::1- a..co<owW S :5 '-.t:J Q (/) c.n I") 0:::: a.. " " ~~ '-1 <{ /-- '7 ......... - WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy ~A. Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2003 THESE PLANS ARE COPYRIGHTB> AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WOR,," UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMaER. 1990 AND KNOWN AS AIlCHITECTUIlAL WORKS COPYRIGHT PROTECTiON ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. -I v q CO <( ....J c.n . w~-~ Z I-....JI- <( w<(. co....J a:: 3: 0<(0... ~ 0:::: ,I ....J z: '" oo~c.no uo:::o::::oF<( W wI- 8~a..o::::g:: a..w. WW o OC>~Z ~ ~ :::-~ ~ ~ q ~ ---- 1- I ~ ~e:~:e~,,~~ I f.<. 11/~"" < ~ I (;))"'/'/ -I :t- K;,);) , II /F//i-rk;:'~;:''''''-:/ ~_' ~7 r;:....kSi"~?r PROJECT NO. 03540 I L 1- ~, 'ii";.,:".,.,,,'.,,:>' ',,"'i, \1, .1 ',' :-'i~ ~~.~~; .. 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'7 Keyplan .-...._-,._--"----_.__._-----~ L,~ rn~Cl" <J:: ~J > (/') (.::J LL Z a [L .. Cl f"_~ r--I~ I ....J _-l LLJ LLJ :> lLJ ....J :r: f- 0::: => a lL. '" ~ 'J '" . '" ~z <(::!E 0:::> u.... -J . w8~ > l- F~ ' c;2<(~ O::!EO u_ >- ~g:~ v) ~ ,0 co-.J <(<( -Ja::: (/)~ ~u w:::> 0::: 0::: U I- a(/) Uw . W co (/) WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy ~A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 20031HESE PLANS ARE COPYRIGtfTB) AND AIlE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHfTECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORICS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECllON INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN. ----I ~esidel)~ . I' ,s:... (>~~ CW~L'''~:;/ ~:UC~7~' PROJECT NO. 03540 ~~ ......... \ 8D " " ~ 1fD)U1UnJTIl IJUJ JAN J 12005 ill) ~e !"l 1 cr~""c,,'.;. <( ---.l_J> WU)(_,.; > ......, LLJ LL 'L.-'; -.--J (~ f--- ll' C/1 (-:-.111--':) ~ 1-::- r--,' LL, _J LlJ '1 '" C1V '7 ~~~~ , 'I BPRC Submital: Date Plotted: January 11, 2005 ----~--""------------.------.- .______ ___~__._n_________~___.__ Date Issued: January 10, 2005 Revisions: ---~-_____,_.._ ___u_ ----,- ----- ~---~------------_.._-----..~----_._----_..-._---~.-. ---_._~----------_.._--~ -".._----_.._-----_._._.__._~._--~-_._-- '~--~-~---- .._'.._--..~-,_.._-- ,....__1 ---filii" 03540 -- CONSTRUCTION DOCUMENTS '---"'",,_.., -"---~'~--_..~-~-"_..~ WALL SECTIONS .., _.._---..~'~~--,-,---~- A -311 :::> ::0:--, U --' <( 000~(/) U <(--' U 0::: --' ~~cL~ (/)o~o:: 8::0: .0 ~ (/)- zt=:--,ffi <c~~~ CL(/)3=w W 0.. ::o:~g~ C5~(/)~ LL ~. 00.. 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CHANCEY & ASSOCIATES ARCHITECTS P A BPRC Submital: ";.~~,::,f."Y1~ - 'J ,~',". , u ,r-;:',) j;~, ,'-:~\;J' ..~ h .. " ""it{,~/ . ~'; 'it\t~ .' '~V'V,' ,{, I'" ,\. ' I ^.;4;"hr~ '!.:/ . V:{f~ ;~ ;.'" 'c:/,'(: '.' ,', '::"/i. I, , ':~<~;' , " . j / r !",' '," , ., 03540 Date Plotted: January 11, 2005 _._~----~.__. --~'-----'---_._---------------'-- Date Issued: January 10, 2005 d.eSid<:"'l) )..- <::>oIt~ CI"J 1, .,....'. '- ~ ~ .,l".".".",f;.,.~.,,' ~w ,...,:I"r....,..., '. ..,.;}' ~ ,",,-,' J., ' "/i'l '.... I '~~,. . ~...' b'",:" ,. ."") I ). ((:/) " _(:. . ,.-n<C6~,<&,,,/ ."c~d.i"'f?<. PROJECT NO. 03540 : .I -----,,- '----'----,-- CONSTRUCTION DOCUMENTS '-'-----'-- ..,-----~--~-,,--,----- 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 Revisions: -----~~---, -----,--------,---,---- WALL SECTIONS ____.._____ __'_n__'____,__,__________~ r-----------~--,-u----..- '__u" , A-312 o 2003lHI'SE PLANS ARE COPYRIGKlED AND ARE SUBJECT TO COPYRIGKI PROTECTION AS AND "ARCHITECTURAL WORI(" UNDER SecnON 1 Cl2 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTON ACT OF 1990 THE PROTECTION INCLUDES BUT IS P>lOT UMlTED TO THE OVERALL FORM AS WELL AS lHE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. I------------~--,--,,--,,--,--,---- ___~... ,6ti.':t:'~"": "~'"J;:~; i '. 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R] : ~,V ) , ~ --------- 3::- I Ow o --I z :::> ==8 :::EO :::>l/) z ~~ 30 <z 0== ~t::l ........ (j') ~~0 LLZ o 6-n f-Im "T I ,-.J .....JW W > W ....J '~' <cO ....J.....J> ~ V" 0 LULLZ .....JC' ~6~ If-ICO f- n --.i W ::r:: f- 0::: =:J o LL 1 I p , 17 'J' '-.._-' WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cfy Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 2003lHESE PLANS A~E COPY~K;HTED AND A~E SUBJECT TO COPY~K;HT P~OTECTION AS AND 'ARCHlTECTlJIlAl WO~I(" UNDE~ SECTION 102 OF THE COPY~IGHT ACT. 17USO. AS AMENDED DECEMBEIt I m AND KNOWN AS AIlCHITECTUIlAl WO~KS COPYRIGHT P~OTECT10N ACT OF 191>0 THE P~OTECnoN INCLUDES IIIJT IS NOT UMlTED TO THE OVE~LL FORM AS WELL AS THE A~RANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 'l -------, , , _U___\~_ I I ..l........,_ I , / , -' ----------- " ,'l " '" ,'l ------~ \ LLJ >-' Z f-z < WOco--l o:::u<o.. U--I--Iz Z<VlO 8coof= f-f-< B<Co:::g: o..coww O<........z --I --I W W Vl Vl 0::: a.. '~. <cO --.J---.--J> W Ul ' > C) ':':Ji::s:z: o CL" ZOO o f-ICD U "" W Ul --.i w ~ ," ~~ -------- '" ....--------- I~ o :z: ~ W CD - w a.. >- f- '-' Z ::J <i: ct: l_ --'----1 .acealde~ , I )..- (~ I ~ ~ I P ~ I "'~'.11 I , /.'f"1 I ('~::;"J/~~';;/ ~:lj('W", i '-----~--~'-~'1 PROJECT NO. 03540 ___ j BPRC Submital: f-.. ----,...--- Date Plotted: Date Issued: Revisions: 03540 January 11, 2005 - -- ---..---"--- - - ~- ---~ January 10, 2005 n'_____n'_ .._~ ____,_ .._'__~_u_.._u_ CONSTRUCTION DOCUMENTS "'" ,~, - --, '-'-~-_.._--- '~.._.._.._~,- WALL SECTIONS A-313 l ..t :1 / - e: ~ ::> U / '" C> e: .~ C ~ 8 /E Q) 0 C>~ 0\1) '" '. "'\I) ~@ ~8 ~N 'tl ' e:~ ~~ ~Q \I) .. 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" V l- I C) W I ~ co <C .....J U') C) Cl LL 2:1> 0 000 -l .0::: 3~2:L.,. LONo xr--o... ~ .CJ ~ .....J f- 2 w~ I~K-n- '",- .... ~I-- , ~~~~.. ~~ //// /~7/]T?1 ~",.- , -"XL ,. "'., . o~ '. 6 -- --~'_n_ _ /'-. _ __ v -"-'IlW---~- ~ - -/~','. ~~ \j) r/ '..... "IV ~ w w Vl 3:' o o ZW 3:5 08 WI Xu Ci:v> E~ 1 l r , " Keyplan c . , , ,. r ,- . , " , ,. . v F co <C .....J V) LL o 0... o C~ 1--- I I~; d~.L > ~~ o :I CD 1--- ~ -.-J ~ L.J WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cfy Hwy 3O-A. Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2003 lHESE ~LANS ARE COPUIGIfTB) AND ARE SUBJECT TO COPYRIGHT PROTECnON AS AND "ARCHITECTURAL WORI(" UNDER SECTION 1 02 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBEIl. 1990 AND KNOWN AS ARCHITECTUIlAl WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTEClION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. Pp ~, p p' P " p v D' v '. , . r 17 17 . , " p , Cl :> 1 ffilci .....J <J:' . l.J.J ---.-J :z ~(/l~ .....J LL n f--- 0 r--: V1 0... ~ ~O..J u_ I-- w ~eaiden<.,> Ct t' ~l '" ~[) -,..., , , ,,,,. ~ ~. <.." f-o !,,~,"',"','. >Z,.:jjl,i"....... ? ,Jo#ff "j> .. ..~ ,..~".,.~ ......-' ,..;. -} ~,. ... (,'-' ,':~'-(;6L'1':'.'C/ <<5' ")' -) f:_--y'r~t'Jdtrf:? ~. PROJECT NO. 03540 ': r; ~ w I- W a::: u z Vl o c.;:> u z W := uo<( :5l-gs ~ a.. 0::: -l Er5 zW<( -t:J0::: ~ 00::: F2 W ~a:i~ ~ :::l<(o::: z O-ll- 0 o...UVl U J ~' , '" . , t' I I I I I u_ _ __ u_ -J I I ,~, -- - --I I I I I I I o _-.-J --.." I-LJ.. .--' >,. LLJ I ' ~~i';~f :I~, ~. 't..r: ~,'~~ CL ~ L~j:::? ~ L:;~ -l BPRC Submital: Date Plotted: January 11, 2005 .-- ~._-,._____~____._____m_________.__._._._____ __.~.. _'___...~_.____ Date Issued: January 10, 2005 Revisions: . -_.._~.._-~_._._--_._----~-_._---_... ..--------.- ~--_.__._---" ~.~--.__.__..___ ._._____n.___.....___________ _____.. ___ -_._~---_._~-_..__.._._._-----~-_.._-----...._-----_._.. -______n_.... ___.. .__""'U__n_,_ 03540 .. -- ,---, -.. ..___ ..,.., ..n.. CONSTRUCTION DOCUMENTS ..m.. u, ____.n'_,~,~__ WALL SECTIONS - ___._.__..____n__._.__.~_..__.__...__ ___________.._____.._.___.._ A -314 XREFS: mB A...SC ! .0 <? -<( / - C :g :> U / V> 0> c .~ ~ o "It 8 /E ~~ V> .. V>Lt) ~@ "28 ~N u- c~ ~~ ~Q Lt) .. (t)c ~o ~~ /0 ~a:: N W ~ I- <..::> z :::J <( ~ i!=~ W ~;iC<C <...><..::> ....J wZ~<C....J O::F <co:: <C W5Z~~ Q:Ji'5<...>F!= ~0::l5&!~ 0::001-....J w w o w<C I-I-F!= (/)W(/) <(0:::::;, <...><...>....J W Z ....J 0::0<C n.. <...> CD e:::: CD - n <( x .q- N l- I- <( V) 0 uJ l- . I- a I- ...J CL X z u..J W ::r:: 5: @ 0 , - ~ Z 0 ~ 0 - I- U W V) V) V) 0 e:::: U --.J <( U - a.. >- l- N I' p v . p . , p p p " ....J <C 0:: (/)'~ 0::<"'> -:::;, ~F!= (/)(/) wO(/) 1-1-<"::> w Z 50::;= zt::<c Owo:: <...> 0:: Cl "" I=!.O:: WN 0:: ........ U ~ Z:c 01- <"'>3: I- I (/)(/)<..::> <Celz U<c- WwU') g:F!=~ ~ ~ ~~1t ~ JAN . f 2005 1- I I f---- - -- ,- .... . " . ." '.. , .. .... ." .. .. . .~ .,' ~ !,t CD f"') x I 7 I N l- I <( 0 I- e:::: Ld l- I- I - a <( ...J CL I z I- u..J L- -- ::r:: V) 5: I I e:::: Cl I - _J 0 ~ - C'-J e:::: " w l- X W I- <( Z 0 - I- U W V) --.J --.J <( ~ r-- Keyplan 0:: n.. lL. <...> (/) ,,9-,~ ~ , -- - 1"- //1=' , ~~ I> ~ [7 . " V ~ Y--\ r-- v I> - ~ ~. I> ,,~ ,,8 vI> [7 v I> V , [7 \P I> .(> P [7 I> V I> V I> V Pv . [7 V I> Ii [7 I>v I I I> I ,-, ::- --::ICJ][ ~U to. ~ G ~ -- I I WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 2003 THESE ~IANS "'RE COPYRIGHTED AND "'RE SUBJECT TO COPYRIGHT ~ROTECnoN AS AND ....RCHITECTURAl WORF:' UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYIlIGHT ~ROTECnON ACT OF 1990 THE ~ROTECnoN INCLUDES IllJT IS NOT LIMITED TO THE OVEIlAU FORM AS WEU AS THE ARRANGEMENT AND COMPOSITION OF S~ACES AND ELEMENTS OF THE DESIGN. .. -, " , ' " p p , v. p "t --l I I i I ~eSidel1~ ~. ...,..,...~.','.,...',.,,",.,\l,,"'.'.," If..",.'.' '~',"',.., ", (~s. ./;'IV ." ,,~~. . L " rn~' ........'" ~ r I/;? .... )':'1 df", (' ~..;./..~- ,.... ' " ,~h"'.ck.e''6.e,,.~/ 4-':,' ..-) (t)o,,~ f!:.':::?r~~M-~C~? .".,. --~-1 PROJECT NO. 03540 I _,_._1 ;!. )~ '/1 rJ "tf";~ "> . .' ',,' <J .... . "' . .: ...,' ." ..." . " . I I I I , I I I I I I I .1 BPRC Submital: Date Plotted: January 11, 2005 ----,----------- '~ Date Issued: January 10. 2005 Revisions: ------,------ ....,.._--,.. ,- .. - 03540 CONSTRUCTION DOCUMENTS WALL SECTIONS , "..------------ --'--,--,------ A-315 XREFS: TTLB A..SC a::: W > 00 :z: ;;;<c ~0 :z: ~- <cF!= o <c u-WV1 ~V5@ Fa:::1- <c0V1 gslE~ ul=!1- WXW OW~ ~ p ...... o :z: C::U- 00 00 a::: a::: :z: 0 WI-w ~ 0.. :::>a:::0 t:::~;r! CD W v, . a::: a::: 8::i2 ~l=!:z: V1 V1 <( CD >- -' V1 V1 0.. " . .' " , . ." ~ u ..0 ~ ~ o c) m --' ' <( 5 IZ LL ....J co i:: - '" 0 (/) ~~~.~ '? -< / - C ~ ::> U / '" Ol c .~ ... Q ~ 8 /E ~8 '" .. "'-0 J?@ Eg ~("I u- c- ~~ ~Q Il) ". 8c /0 g-g ("I:: /0 a.: a: a..: ~>-V1 WI--, I- -' V1 -<c >-V1,,- V1:::J::> 0<Ca::: u~9 u:::>a::: ~~l=! V1UX .w 000-' W -' ~a:::<c 4:~1- o..O<c I ~,~.~T;,""7', o W c:: uw W 0.. B1~ O:Z: I- 0 a:::F ~~ W <c a::: 0.. 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'. l!:) r-q x .q- C...J I- <( C:"'J LcJ 1-' 1-' C) -.I CL Z lLJ ::c S z o - I- U UJ V) --.J --.J <( ~ r-- CO ----.-J <:( Z ~ ci I LLJ ~o --' 2:.~'~ c:i I lD I-CL ~ C) ~ LL I- Keyplan , ',p p r v, - I " p o :> o o :> --' CJ lLJ CO ><(Z W....J ....J U) oLLIe:, ZOCXl ~~I~ U)~ WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cfy Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 20031HESE PLANS ARE COPYRIGHTED AND ARE SUBJECT 10 COPYRIGHT PROTECnON AS AND "ARCHITECTURAL WOR'" UNDER SECTION 102 OFTHE COPYRIGHT ACT. 17USO. AS AMENDED DECEMSER, 1990 AND ICNOWN AS ARCHITECTURAl WORKS COPYIlIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVEllAll FORM Nl WEll NlTHE ARRANGEMENT AND COMPOSITION OF SPACES AND ElEMENTS OF THE DESIGN. , . ,,' ',,, ". . .. I o Zl 4:<: :5tj a:::V1 g~' ~~ . 0 """0 wt- Qw ~~ a::: -' a... V1 . .~ . " . I . . 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C"~ ~Ct..j.li' ,., \1\ r< ~...~ ~ (~~_....r:;: g~~r"r7'" l_ , PROJECT NO. 03540 " I ,/// I L_ ___ _ u I __ .J 0 :> _..J "> LLi co CJ LcJ CJ >- co (~) <t ....J <I: :z Ld <C IcJ c.:r:: W --' _I > (/) 1- ___J i~r) -' > ':~J W I C) ....J LL ere, (5 I~ rrJ c> o ' 7 .~~ <-t I- oi .'~ t-- Ul 0::: C.L -- r"1 ,-, 0::: o ' <( (~ j LL r-d d., >< f-- L~ '-.--,' LLl BPRC Submital: 03540 Date Plotted: January 11, 200S -~'------'-'----~---'----"- _.._--_....__._--,._..--_._---,--~ Date Issued: January 10, 200S ,----,~_..,-----~~-- --~- CONSTRUCTION DOCUMENTS Revisions: I---'~----- ~ ~- ,-----, ,-------",-, _n___m_________,~~______~_ WALL SECTIONS --- ----'-"-'_.._.._--~-----~--,--- >----,---,-~--,-..- --- - -, ______" ----------, A-31 6 ,.._-~ I---~~_.._- ~,~- -....- --- ,,--, -,------- 1 _J ~ 'Q ~ ~ , ~ / - e ~ ::> U / '" OJ e .~ o l5 '1" ~E (1)0.. g>~ ",N "'~ ~@ ~8 ~N u- cO ~-;; ~Q II) .. ('I)e ~O g-g , N:::: /0 a.: a:: XREFS: A...FP3 A...Units-2 A]Pl A... U nits-3 LFurn-2 LFurn-3 mB A...FP2 A...FP-Pe-l A...RnishL ^-.Dims A_FP-Sym S_Col-2 S_Col-3-6 .eg 1JNIT FINISH SCHEDULE UNIT A b WALLS CEILING ROOM NO ROOM NAME FLOOR BASE N S E W TRIM MATL HEIGHT FINISH NOTES Al0l FOYER T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 Al02 HALLWAY T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 Al03 CLOSET T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 Al04 MECHANICAL T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 - Al05 BEDROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 Al06 DRESSING CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 -- Al07 CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 -- Al08 CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 -- Al09 BATH T T PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 1.4 & 7 All0 BEDROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 A 111 CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 -~ Al12 BATH T T PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 1 & 4 Al13 LAUNDRY T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 & 7 -~ A114 POWDER BATH T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 & 7 Al15 WALK IN CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 ,- Al16 TOILET T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 & 7 Al17 MASTER BATH T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 & 7 Al18 LINEN T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 -- A119 WALK IN CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 A120 CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 A121 DRESSING CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 A122 BEDROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 A123 MEDIA ROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 -- A124 KITCHEN T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 A125 DINING ROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 A126 LIVING ROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 / ' X -- ;x: I I SPECIFICATION KEY CPT CARPET VCT VINYL COMPOSITION TILE WD WOOD PT PAINT --- VB VINYL BASE WC WALLCOVERING T TILE ST STAIN TA TOILET ACCESSORIES -- EQ APPLIANCE GL GLAZING S STONE ACT ACOUSTICAL CEILING TILE PS PRE CAST STONE SI SPECIALlY ITEM NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. GENERAL NOTE PX' FOR PARTITION lYPES SEE SHEET @ A-521 I T ~ BATHROOM V'A=~'2 I fTA,J] - - - ,- ~1Q;Ij= ((~ == ~,JY - "-.~ - TOILET ACCESORIES NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. ITEM # ITEM MOUNTING HEIGHT A.F.F. ITA-1 I TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT ----~-- ITA-21 18" TOWEL BAR ~ 54" TO TOP OF UNIT ITA-31 24" TOWEL BAR .L .L 54" TO TOP OF UNIT ITA-41 30" TOWEL BAR ... ... 54" TO TOP OF UNIT ITA-51 TOWEL RING ~ 59" TO TOP OF UNIT ITA-51 NOT USED -- -~ C-' ITA-71 SHOWER CURTAIN ROD - 6' -6" TO CENTER OF ROD ITA-a I NOT USED -, ITA-9 I SOAP DISH Cl 44" TO UNDERSIDE OF SOAP --.. DISPENSER ITA-101 MIRROR ~A-lOAI MIRROR ~A-l0~ MIRROR ITA-Ill DOUBLE TOWEL BAR J. J. 54" TO TOP OF UNIT -= ITA-121 GLASS SHELF I I 54" TO TOP OF UNIT --==- ITA-131 RESIN TOWEL BAR ... ... 54" TO TOP OF UNIT -= rTA=151 SURFACE MOUNTED SOAP DISP. rrA=16l TOILET TISSUE CABINET IrA=17l PAPER TOWEL/WASTE ffA=18l SANITARY NAPKIN DISP. ITA=19I 42"GRAB BAR fTA=2Ol 36" GRAB BAR fTA=22I SOAP/SHAMPOO DISPENSER 2 PER SHOWER HEAD FINISH NOTES 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & BATHROOMS I, I ,',. , I T DOOR NOTES 1 PROVIDE CLOSERS AT COMMON AREA DOORS. 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 5 REFER TO SPECS FOR DOOR GLAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS. 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS. 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" OF DOORS. 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL "WALL. EDGE ZONE" IN REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR LEGEND DOOR & FRAME WD WOOD HM HOLLOW METAL AL ALUMINUM --.- GLAZING A IMPACT RESISTANT GLASS B FIRE RATED C CLEARED GLASS .. D TEMPERED GLASS I I 01 ITA 1081 : (0 - UNIT DOOR SCHEDULE DOIR Al01 Al03 Al04 Al05 Al07 Al08 Al09 Al10 A 111 A112 Al13 Al14 A115 Al16 Al17 A118 A119 A120 A122 A122A A123 A125 DOOR lYPE 1-3/4" G 1-3/8" B 1-3/8" D 1-3/8" B 1-3/8" E 1-3/8" E ----, 1-3/8" B 1-3/8" B ,- -- 3'-0" X 8'-0" (PAIR) 1-3/8" E 1-3/8" B -, 1-3/8" B 1-3/8" B 1-3/8" B 1-3/8" B ---f-- 1-3/8" B f--- 1 -3/8" B 1-3/8" E -- 1 -3/8" E 1-3/8" B 1-3/4" J (PAIR) 1-3/8" B 1-3/4" K 1 SIZE 3'-0" x 8'-0" 2' -3" x 8'-0" (PAIR) 2' -3" x 8'-0" (PAIR) 2'-10" x 8'-0" 2' -8" x 8'-0" (PAIR) 2' -8" x 8'-0" (PAIR) 2'-10" X 8'-0" 3' -0" x 8'-0" 2'-10" X 8'-0" 2'-10" X 8'-0" 2'-10" X 8'-0" 2'-10" X 8'-0" 2'-10" x 8'-0" 2'-10" x 8'-0" 2'-10" X 8'-0" 2'-10" X 8'-0" 3' -6" x 8'-0" (PAIR) 2' -0" x 8'-0" (PAIR) 10'-0" x 8'-0" 2'-10" X 8'-0" 14'-0" x 8'-0" NOTE: FOR DOOR lYPES, SEE SHEET A-60 1 lYPICAL UNIT DOORS ALL FLOOR LEVELS 1 I I , I I _...._ ,_L FRAME lYPE HM3 WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD AL WD AL T T I LABEL GLAZE lYPE NR NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NR NA NR JETAILS HDWR I ~EAD-----'-jAM8 --- rFfREs.--m SET I REMARKS 3/A-501 1/A-501 2/A-501: 19 I SEE SPECS ---- --------~--- - --~-~-'r-----r- -- ---- --------- -- 3/A-_525_. 1/A-525 ~!A-~ lJo +- _un ____ ~~~=E~ =c ~~=m m - ~1=~~:: I-~It~-~n ~= ~-: '- ----"--~-,-,--f___---_____+_--'_+---n--'-,--,---------,..----- ~~:=~~~ i~~:=~~~ - ~~:=~~~ -. - ~~ f --- --- --- ~~~:~~:~~=:~: -.. ..It~=_~f-{~ -E=:~~- -=: 3/A-525__1/A-525 -12/A~~~ _~2.1+__ __ 3/A-525_ _JIA=,525 J_~(A~52_~_+__..23 _'_'___________________ ~~ :=~~~- ~7~=~~~ ---- -~~ :~;~:--Ml ~~---------'------'--n------ ..---..--'__~~_____ ____n_____"_ ___ '_....,_______,____,,___..___ 3/A-52~__ __1l~=52~______ 21.~=~~~5__~_ _________ ____'___,_______'n_ ~~:=:~:- :~~i~ - ~;;=:~:- t ~~ 1------- 3/A-525== _1/A~525 --=+ 2!~5i!;____j23 t --==--_== ~~~=~~;"7~~~:J:-501 t!~~=~-~;~ tFj-- - _~ __--n== 3/A-525_ ..,',ll!-.=_~2_~___,t~L,A.-=525 ---+-~4-.--1, _.._________~___ ____ 9/A-501.:, ~1~.11 /~5018/~:-~Olj 11.1_::__==--=-= ~ ~ /-- II', ~/~~X'Jx:.X< h'" / /,:< " -- ---,.., -- L.-x.. , 1 ~ ~Ir' @ --' >( I y 11- o . Co ~ \ -- - o. x ;:r~ 8 <0 ,- -l>- . {"OJI [E 00 tm rm Illi JAN t 1 2005 IUU ,qe I ~ N 1- ~ ~ . TYPICAL EXTERIOR P9 WALL S1Yl.E UNLESS OTHERWISE NOTED I _,_J I .. [eJ]- ,,'; r - - II~~'~~I '8] ,@L/=I,I/P2' L-- P::~A118 ..... LAUNDRY ~ ~ ~" = I 6'-7" ~~ 3'-1" I BJ (~) F == l - - OILE - 1--- - [8J]] "Y ~ -I __ ,.;;: - - =-=-..::.----;;; I-- ~ __ ___ POWDER BATt iT _ 1fA=~1 I~~///t /LP2 ....,- (~ [Bill f~ I r) I ~ cf- ~ l~ ~ \~ I .....>" ,//lT1A~""'"" == E - U~-l3J 6 l 1~ I' '1" I A-404 II I I I I I , I I I I I I I 8 ",-r ~-l>-, l~ V'-l ~ I CL SET ;IA1111 A111 e ~I ""l '" "~ 0 \\ --- r7 ~~ ~il/_ '// I I I I I I I I I I I I I I I I I I I I I I I I ( 9\ ~ 3'!'9" 1 i 13'-3" BA THROOM I A-117 I W.l.C. [Bill I 85'-~" 2'-~" 5'-3" 9 lAi · i...-- '-- N _CLOSEl 1 L LkJ1QJ ~ ~ V8 ITA-Sit I I I I Set D~G ~ 5' -1" I .- 16'-8>2" BEDROOM I A-122 I ...... ~1 TYPICAL INTERIOR WALL SlYLE UNLESS OTHERWISE NOTED I 32' LIVING DINING A-125 @)- I T r L ~ BALCONY I A-126 I ( 1 ~__n'___n -J'4r ~I- ,-----"", ..,-~ '-- I- -l>- 1- -l>-. ~l.- I -------{ ~;~~ ~ v.... V'V y --;> ".Ac- I /f-+ / Ib ~ C-/, --- \~I- L.......4- /1 CD ENLARGED FLOOR PLAN - UNIT A >~ >< y > l-@) HALLWAY -fB][] ...LJ.JJ Q Q V 'LJ.J...J..l. -,JJ V CLOSET ~H E ~ A4 '-- - : I I Q V -'~, ,,^/ MEDIA ROC M I I A-123 I 13'-8" I [ I I I l\_ ~ 13 10 12 11-404 t, 9'-2" 8" IT I I :=!J @)- 1\- 0' l' 4' 1 8' SCALE: 1/4H = ,'-OH WHEN PLOTTED AT 24 X 36 '-"!. 1 -..,J . 16'-1/2" B~M k11Qj N I' & . (J'l, o -'... )< f>< VJ_ ~~~~~~~~ 'X ~ ~THERWlSE NOTED ~>( >< """!. I 8)~ jjJV * -'~ , 1- ~ ~ 1 <0 . en 1- ~ . 8 I n / ),: y N 1 ' <0 . 6'-Y2" I B$D OOM 0 A- 05 1 ' 0J . 8'-4/2" -' t.I! o x -' N x:. 1- ~~-@) X. " .' ~ ( CD}--.. +~ ~ I I- /><, I I >< X -@) Keyplan I--- I N ,- -..,J . / 7'-3~~ --+- \_~~ ~I ~ ITEIJ ~404 A109 BATH ~,1..J,,- J. '" IA-1091~--' · P4 ) - TA-:~\\ --- (,\,,~/y ~ ~ ,~../ I I I I I I I I I I I I III I -'---- -l>- 1 ' ~ . ~ 8L N 1 - CLOSET ~ . 'II <P4~ '* -ttIfl I I SECOND FLOOR , KITCHEN I A-124 I tv I' P2 -B- ,-I-- -- -- N I" ~ ~ 1 ~ en " W.l.C. Sf. A-119 I . l!::: __ , -l>-, Ii... ~ . N <0 1 '9;----- I I 'eDJ I ~J- I L~ I I ~~ y 0J I' ~ . ~ I I I I ; ogo lDu -I-- - N 1- ~ . . I I WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A I "J 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 <<> 2003 THESE PLANS A~E COPY~IGHlED AND A~E SUBJECT TO COPY~IGHT P~OTECTION AS AND 'ARCHITECTURAL WORI(" UNDE~ SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMSEI\, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTEClION INCLUDES BUT IS NOT UMITED TO THE OVfRAll FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS OF THE DESIGN. ;~/ --I I . n~. , \:-).~ .. '1,\ ":1. BPRC Submital: ---....--" ---.. Date Plotted: January 10, 2005 ~--~_. ---.-.-.-.------------ .. -- - -_._.__.._._---~--_.. Date Issued: January 10, 2005 03540 ..,-----,---,- CONSTRUCTION DOCUMENTS ~eSideQ('> !,s~L ~\ (Wt;':~r;;/ {~~r~:7r'. n~ '-l PROJECT NO. 03540 I __________J - '--- --------"'.._-~,-,--..'-"----,~--- Revisions: .... m_ ___, __~"",_,_,__,___ '__..,_____~_,_ . i~ A-40 1 I---_..,-_.._..~_..,- ,- , -,,", ,-- ---,.._ , 1---'''--'''---''-'' ,------ -,..- ..,---___ C~)- ~ I ~ <: / - e:: ~ ::> U / on Ol e:: .~ e Cl "It 8E ~~ o .. onN on ~ ~@ "28 ~N "0- e::O ~~ ~Q I.t) .. Me:: ~O g-g Nt /0 a..: a:: XREFS: A....FP3 A....Units-2 A....FPl A....Units-3 LFum-2 LFum-3 mB A....FP2 A....FP-P8Il A....RnishL A....Dims A....FP"sym S_Col-2 S_Col,3-6 E~DNIT FINISH SCHEDULE UNIT A WALLS CEILING ROOM NO ROOM NAME FLOOR BASE N S E W TRIM MATL HEIGHT FINISH NOTES Al0l FOYER T WD PT1 PT1 PTl PTl PT2 PT2 NOTE 3 NOTE 4 Al02 HALLWAY T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 Al03 CLOSET T WD PT1 PTl PTl PT1 PT2 PT2 NOTE 3 NOTE 4 - Al04 MECHANICAL T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 Al05 BEDROOM CPT WD PT1 PTl PTl PT1 PT2 PT2 NOTE 3 NOTE 4 Al06 DRESSING CPT WD PT1 PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 Al07 CLOSET CPT WD PT1 PT1 PTl PTl PT2 PT2 NOTE 3 NOTE 4 -~ Al08 CLOSET CPT WD PT1 PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 Al09 BATH T T PT1 PT1 PTl PTl PT2 PT2 NOTE 3 NOTE 1,4 & 7 All0 BEDROOM CPT WD PT1 PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 A 111 CLOSET CPT WD PT1 PTl PTl PT1 PT2 PT2 NOTE 3 NOTE 4 Al12 BATH T T PT1 PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 1 & 4 Al13 LAUNDRY T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 & 7 Al14 POWDER BATH T WD PT1 PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 & 7 A115 WALK IN CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 Al16 TOILET T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 & 7 Al17 MASTER BATH T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 & 7 -~ ~, Al18 LINEN T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 -- , "--~ Al19 WALK IN CLOSET CPT WD PT1 PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 -- I---- ~, -- A120 CLOSET CPT WD PT1 PTl PTl PT1 PT2 PT2 NOTE 3 NOTE 4 ---. " -- A121 DRESSING ~~~~+ :: PT1 PTl PT1 PTl PT2 PT2 NOTE 3 NOTE 4 A122 BEDROOM PT1 PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 A123 MEDIA ROOM CPT WD PT1 PTl PTl PT1 PT2 PT2 NOTE 3 NOTE 4 -~ A124 KITCHEN T WD PT1 PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 A125 DINING ROOM CPT WD PT1 PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 -~ A126 LIVING ROOM CPT WD PT1 PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 tv I SPECIFICATION KEY CPT CARPET VCT VINYL COMPOSITION TILE WD WOOD PT PAINT VB VINYL BASE WC WALLCOVERING T TILE ST STAIN TA TOILET ACCESSORIES EQ APPLIANCE GL GLAZING S STONE ACT ACOUSTICAL CEILING TILE PS PRE CAST STONE SI SPECIALTY ITEM .. NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. GENERAL NOTE PX' FOR PARTITION TYPES SEE SHEET @ A-521 1 ~f-- - 7 - - - ' '-"'0 ~ 1 1_ -1(7-11, POWDER BAn IT -, I - 1 CB:ill I! 1'\'\ ~ "_/ ~ ~~ @..~ A-404 l ~ L ,,-, ~~)~, V'-- 1.. - ,,-- ..s:: . TOilET ACCESORIES NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. ITEM h ITEM MOUNTING HEIGHT A.F.F. ITA-l I TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT -, ITA-21 1 8" TOWEL BAR ~ 54" TO TOP OF UNIT f-- ITA-31 24" TOWEL BAR ~ ... 54" TO TOP OF UNIT r--- [f8] 30" TOWEL BAR ~ ... 54" TO TOP OF UNIT ITA-51 TOWEL RING ~ 59" TO TOP OF UNIT --= ITA-61 NOT USED ~- ~, ITA-7 , SHOWER CURTAIN ROD - 6'-6" TO CENTER OF ROD ITA-a I NOT USED ITA-91 SOAP DISH CJ 44" TO UNDERSIDE OF SOAP 1--- DISPENSER ITA-101 MIRROR ,....... ~ MIRROR r--" , ~A-l0~ MIRROR ITA-lll DOUBLE TOWEL BAR J. J. 54" TO TOP OF UNIT ----= ITA 121 GLASS SHELF . . 54" TO TOP OF UNIT ITA-l~ RESIN TOWEL BAR ~ ... 54" TO TOP OF UNIT [TA=15I SURFACE MOUNTED SOAP DISP. rTA=16I TOILET TISSUE CABINET fTA=17I PAPER TOWEL/WASTE fTHBI SANITARY NAPKIN DISP. fTA=19I 42"GRAB BAR ~ 36" GRAB BAR fTA=221 SOAP/SHAMPOO DISPENSER 2 PER SHOWER HEAD FINISH NOTES 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & BATHROOMS [ -- '.- 1 0: ~:o N ----.LLQSEl L _ ~~ DOOR NOTES 1 PROVIDE CLOSERS AT COMMON AREA DOORS. 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 5 REFER TO SPECS FOR DOOR GLAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS. 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS. 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24 '! OF DOORS. 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR LEGEND DOOR & FRAME WD WOOD HM HOLLOW METAL AL ALUMINUM GLAZING ,.. A IMPACT RESISTANT GLASS B FIRE RATED C CLEARED GLASS 0 TEMPERED GLASS 1 I I ';,I> I 1 1 - 1- UNIT DOOR SCHEDULE DO~R Al0l Al03 Al04 Al05 Al07 Al0S Al09 Al10 A 111 A112 A113 A114 A115 A116 A117 A118 A119 A120 A122 A122A A123 A125 DOOR TYPE 1-3/4" G 1-3/S" B -- 1-3/8" D 1 -3/S" B 1-3/S" E 1-3/S" E 1 -3/8" B .. 1-3/S" B 1-3/S" E 1-3/S" B 1-3/S" B 1-3/S" B 1-3/S" B 1-3/S" B 1-3/S" B 1 -3/S" B 1-3/S" E --f---... 1-3/8" E 1-3/S" B 1-3/4" J (PAIR) 1-3/S" B 1-3/4" K SIZE 3'-0" x S'-O" 2' -3" x S' -0" (PAIR) 2' -3" x S' -0" (PAIR) 2'-10" x S'-O" 2' -8" x S' -0" (PAIR) 2' -S" x S' -0" (PAIR) 2'-10" x s'-o" 3' -0" x 8'-0" 3' -0" x s' -a" (PAIR) 2'-10" x s'-o" 2'-10" x s'-o" 2'-10" x s'-o" 2'-10" x s'-o" 2'-10" x s'-o" 2'-10" x S'-o" 2'-10" x s'-o" 2'-10" x S'-o" 3' -6" x s' -a" (PAIR) 2' -0" x s' -a" (PAIR) 10'-0" x s'-o" 2'-10" x s'-o" 14'-0" x s'-o" FRAM E TYPE HM3 WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD AL -~I-- WD AL ---, NOTE: FOR DOOR TYPES, SEE SHEET A-60 1 TYPICAL UNIT DOORS ALL FLOOR LEVELS 16'-&2" LABEL GLAZE TYPE NR NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NR NA NR 1 I~ ~ / -- x vX,// '.'. )< '" >< .x ><j<...X, -~ @ L-- '-- I ~ lYPlCA!. INTERIOR P1 WALL S1YI..E UNLESS OTHERWISE NOTED J 1 /, 1)\ ~-, @- ~, ..!... P15 !i ~ . <0, J ~. ~ lYPlCA!. EXTERIOR P9 WALL S1YI..E UNLESS OTHERWISE NOTED \-- -I-- / II I \ II I -I- J .--- --- / '~, l .:x,- " I \ 1 , J UtlAILS HDWR HEA-I5---T-'-JAMB ~~ ---n-iRFS~---' SET ~~~]i~~1 ~:=~~i .. -=~~f~~:=f .~~.. p~~=s_. ~;~=:~:=r:~~=:~:.~~~~~:~:=I-~n.. .... = .--= . -= :;~=:~:J -~;~=:~: .., ;;:~~~:: 4~1-:=- =-~- -- == .~~ 3/A-525~ t~1-/!'-52~_~~ 2/~_~~?.~-= ~2..~r~-- ~~~--_- ===-~=~= 6/A-525_ __ _4/A-525 ___~_~A-525 22 +~________~_ ~~:~~~~ - t: 5:=:~~ - ~~:=:E= e-- ~~ ~-=---~~--~ -- = ",--, -, ..--,-~-- -~------ f-----~- -'------ --_ ~~_~~,~ 3/A-525 1/A-525 2/A-525 23 ~--~~-~- --~-~,-I---~-- ..~_____ 3/A-525 1/A-525 2/A-525 21 ~-"" --e-~--- -,__ _~~.. ~~:=~~~-t~~=~~:-~:~m-t~L==-_= - ...~ 6/A-~~~_l~/A=525 _~_ __~L~_=5}5.._+, 22~ ____ __ ____~_~_~_____~ 3 / A-5~~~ _~_ ]/~~ 525_'~___r-~~___525 __~__~~~_ _________..___~____~ 9/A-501 ! 7,1 O,12/A-501 8/A-501 11 -..."1'- -"-'-'~--...~--~-,-- '-----..~-..-----" ~~,--, - --....-------.. -....~,~,------ :;~=~~~J<~~::-501~~~;35~~~-=_-== - _~ REMARKS I o. ;' ~21 ~-I[ 0 ]1- A 1T.I-;r;tJ ,,( . ~- ~ / f-- ~, - ,~--" f-- BA THROOM C)~ == LAUNDRY f-- v'A::-af21 d _ 1A=iITl1/" _ f-- ~ ~2 f- '- - ~ /@)- ~ yITA~J == 1"-3 I CJih ~"f- f- ~ - - ~~DED ,/ '- /L-- ~ /// ~ '- P2 - x/ f- I- ~~ t= := R::.9.. ~ f- I- ,::f--- t-- ,.... T o HALLWA Y ~ y ,.1 ,I 1 1 1 1 1 1 - - _ LINEN .. r I IBID fTA=51 I P2 ~tr~~8 r I 6'-7" <~ 13'-W 13'-3" I . j-; ~---- BA THROOM I~ @ [Bill I 1~:llf51 ~8 f.~ ~ l _ _ ~ ~(~,~~. I ('71 ~)\ " ) 0 1'-~=-' I II I_ill TlI "~I I II I , I I II III II I I III ~ i [""" 07 ;;f.x /;,/ ^'~/ ~ ~ ITA-51~ 1 I I I ~ - t' 9'-2" c; (j') I" W.l.C. ~A-1191 1 I. <rI " -- 8~ D~G 5' -1" 1 8 1 1 It ~ --' ~,.' 11"-/ .~ N. I ~ [X x [X =r ~I<- BALCONY I A-126 I o = I <0 . - ,- ~ u. "I!~ x , " y j---- 85' -612" 2' -612" I TA-9 L T I II I II I I I I I I I I I (9\ ~V" 3"!'9" i t- ~ ~' "-';- 5'-3" Q I V ~~, 1 ~(~ I A-123 I 13'-8" ! '~----~'~~-"r---~~- ~ I I ' ~ I . 8" BEDROOM I A-122 I Irx CD ~~LARGED ~LOOR PLAN 0' l' 4' 8' ~ ~, 1 ~ . / @)-- A. <P1O>- V" 7' 2" 2'-11" '-- ---i----t ~ ~" I ' \\~-\ \\~ \\ ,,0..\ \ \ ~ \ (~-~-- \~ { Q Q v I.!....bb!.. -..J.r V [i]M H ~ t-I\-tOj +-- A 4 _ - ~I ~r--- TA-3 2 '--- 3 71-404 10 BATH ITA-l J. I A-109 I~ · , ~ ~-=:.O_ITED5J 1 I I r I I I I I I I I I I I - --@) ~ N, , P2 . ( 7' - 3r'T A""9r \ ITA=7l CX> 1 ' <0 ;:s::: . ~ I r1 -:n~+, ~ T KITCHEN I A-124 I I I [iJ I G I I ~~ y I [ I r I ~ ~ 13 10 12 71-404 II I I ::::!J lo- e \/<</. ''----- --_/ \ \ \ \ \-:7- \'r \ - / \ -- i '_e. ) \ '-_// N " e) . X 1)< X X ~ I '-I. 1 (".j ," ~ . ogo -0-0 -- - N, I ~ N ~ I ~. I 32' SECOND FLOOR UNIT A SCALE: 1/4" = 1 '-0" WHEN PLOTTED AT 24 X 36 " ~ '1 16'-1>2" B~M ~ ~ N ,- 'I I ~ o ~ . -' >< X ~ "x ~lYPICA!. EXfERlOR ... r-< WALL STYlE UNLESS X . OTHERWISE NOTED Q ''-1. 1 8)~ ~~~ ~ X ~ ~< ~ 1 1 X ~. X ~ , 6'-~" ~-' ~ CL SET ('Al111 A111 8 ~I M 1 1 I, 1 8 ..u::r:r I <D CLOSET 1 I--- 1 1 8'-4>2" I CLOSET f)'-lYL _ '-I. ~ ~ Qr DRESSING V I A-l061 ~ B$D OOM 0 A- 05 1 ' ~ I ~ 1- ~ -- -Ir- 8 ,~ 8L x X X l:)c.. IX 1 -'.-1'" N I ' CLOSET ~ . N ~ r@) <P~PV ~-, I I't . I r 1 Keyplan SECOND FLOOR 1 1 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A LIVING DINING A-125 1 1 I : 1": ' T @)--- 1 L . 1.__ __ 1 1 <P3>- -'----------""--, ~esideQ~. I' ~. I lif.fi..... ~? I , _ {{1~II , I (';))J/. · Of. (f}:..' I ,. TFi:,n,.;;&.e'<-"rc/ f'~~~L&-;C~7<' 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 M1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fox 850-231-3553 C 2003 lHESE ~LANS ARf COPYRIGHIB> AND ARE SUBJECT TO COPYRIGHT ~l!OTECnON AS AND 'ARCHITECTUIlAL WOR,," UNOER SECTION 102 OF THE CO~YRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS CO~YRlGHT ~ROTECTION ACT OF 1990 THE ~ROTECnoN INCLUDES llUT IS NOT UMlTED TO THE OVEIlALL FORM AS WELL AS THE ARRANGEMENT AND COMPosmON Of SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 ---~------- j 'i" ;'f' -I I I I i I I ,.. " ~ I BPRC Submital: , ,- ----'-----~~~,- Dote Plotted: January 10, 2005 -.-__._____~_" __"________._____n_...___.________, _"___________"___~~ Dote Issued: January 1 0, 2005 ~~~------ -- --- ~___~n___ ..___n'_~_" Revisions: ---------,---_,____ __ _ _n~,___, _" __'________~___ 03540 -- - ----- ---~----- .---- - ~-------~--------_._-_. CONSTRUCTION DOCUMENTS ~~-,---_...,- '-" _ __ ___nm________ ~______~___~ ------------------------------~-._--_..- -. -- ----,---- ---------.~--------------_______. ______, ._n_ _____________ A-402 f-----~,-----..,--.. --_____ __ ~_ ,,_ ___, ~____~ f--,...-------..-, -.._,~ ,..,__ _ '_n'_'_~,..__ 0) ~ ci () ..... C';l ~ < / +- C Q) t: ::l U / '" 0) c .~ ~ Cl "<t o o /E Q) 0 0)0- O"<t '" .. "'00 ~@ 'Oil) ~~ '0 . c~ ~~ ~.2 Il) .. ('I) C ~O g-g C"l:::: /0 6..:C:: XREFS: A..FP3 A..Units-2 A_FPI A..Units-3 LFun-3 TTLB A..FP2 A_FP-PEN A_FP-Symb A..SP S_Col-2 S_Col-I S_Col-3-6 LFun-2 L_LS L I G H TIN G LEG END LOCA TE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE CEILING LEGEND " BPRC Submital: Date Plotted: February 11, 2005 Date Issued: January 10, 2005 Revisions: ,- M Addendum #2 - Feb 14, 2005_ .. '- C;~ilL/"--'- ~-) ,<,,-:',"i:?#</Jr~'<,.e'rJ((~ 'I:C~ C44t-JCltp-t'!! . .1 PROJECT NO. 03540 "'J " ~ I " tD .I~ . - " " CONTRACTOR TO COORDINA TE STRUCTURAL " POUR AND FIXTURE" HOUSING AND CONDUIT AS REQUIRED. (TYPICAL FOR ALL BALCONY CONDITIONS) l-* IT] BA THROOM FAN BL-X EXTERIOR WALL MOUNTED FIXTURE l-~4 Q) JUNCTION BOX FOR FUTURE CEILING FAN OR LIGHT BV-X WALL MOUNTED LIGHT (VERIFY HEIGHT) BATHROOM VANITY l-~-9- Kt=~ III III DECORATIVE SURFACE MOUNTED FLUORESCENT LIGHT SM SURFACE MOUNTED CEILING LIGHT FIXTURE l-~~ L-X I I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) BL-X SURFACE MOUNTED BALCONY LIGHT FIXTURE KL-X l-x4 L-X 0 RECESSED CAN LIGHT BL-X WALL MOUNTED ENTRY DOOR FIXTURE RC-X LS~ 0 l-X~ RECESSED SHOWER LIGHT CL-X CLOSET LIGHT L-X 6 L-X 4- RC-X D DIRECTIONAL SPOT LIGHT BL-X SPECIALITY PENDANT L-X L-X 6 DIRECTIONAL SPOT LIGHT RC-X 0 CABINET ACCENT LIGHTING RC-X D ( ) L-X \iJ SURF ACE MOUNTED FLUORESCENT LIGHT PF-X CHANDELIER LIGHT FIXTURE BY OWNER UNDER CABINET LIGHTING CEILING 9'-6" AFF ARCHED DRYWALL SOFFIT ABOVE MASTER VANITY ~ AIR SUPPLY BALCON~ I A-126 I " - -< :-c -- REVISION 2 ADDENDUM #2 - FEB. 14, 2005 LlGTHING CLARIFICATIONS. ADDED LIGHTING NUMBERS TO COORDlNA TE WITH THE SPECIF/CA TlON SECTION SEE SECTION 16000 LIGHTING SPECIF/CA TlONS PAGES 1 through 4 CEILING 9'-4" AFF ,~/I CEILING 8'-8" AFF [ZJ [ZJ RETURN AIR CEILING 8'-4" AFF EXAUST FAN I . I ~ STUCCO FINISH ON UNDERSIDE OF g -or-X FIRE SPRINKLER HEAD SLAB SEE DETAIL 11/A-505 STUCCO FINISH ON ARCHWAY SOFFIT ... FIRE SPRINKLER-SIDE WALL SEE SECTION 2/A-310 INDICATES EXTENT OF CROWN MOULDING I , I I r---, I IL--.-.J GENERAL NOTES 1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION. II 11II '," P~~i1 ~', ' ',' ,', , , " " " "" "", ,," "'" ' ..., "..... '-... "- ' , ,', "... " , ....., ~Ir-----------------------~~ ... , ..,...,,,......'" I I 1f~~G~.......... I ~ ~ 1ID'" ... I > :c ,.......... ~x ." '<", : ~~~ ~ :i I 'I~ 'S1 : @ ~ ~ : >> ~F I J... ~.: ' L-----------_____...J~-l> , , ..... ..... ' '- ,~~... .... ... . LINEN -I A-118 I ~ i-- ...... ...... ,," r----~ I~ ~ Ul"" I i::-....J 6' 8" --, I , , I BATHROOM ~ , I A-117 I I L____-, I ' 'L_______________~, ~~ '", ~ I '. ,-:....po. ", ;d', ",,- n"'" I I "~~"""" "", " ", " '- r,. I ~c; ~ ~,""- " " " '-'-" ',,- ,', , ... ... ' ...........'-... " " ..... ..., "-........., ' , '- " ... ' .'.. "*"... ... ....,.. ...'., ',- '- ),-1 " ,.'"\ ..... ........', , ,...,.. .....!If''=, "'-,,- "', ~" ~" "''-,,- r::::- ~ .........' '-, .....0' ........... ........ '... ' ~ " -', " '-, ", "" "" , " '- ' ... " ..., " " ... ' ~r ~O . :::tl (") · . 1;::71 1 I, L-.J "" (0 -----------~-~~~ il J 1 8' { /fl~".. I ,,~........ I I '...1 "- ~~ I ~'-" ~~ I ~~ ~~ II ',~ g ~ 'v...' ~ ~ ",>'1:-....... -3 F I...~'-j........... ::0 I.... '... I ... ~,-t,,- 0,.'" ", .' n . .... ' '" ~.1........... ' , ~~.. ...... , ~.b'...t.. , ", '.' ..., , ' .,. i%=~' ~ .,. j I m r- I I r-.,. I .,. L___~ I -->. N N ~ / '- , > < / ^ ~ / / < .,. ~ ^- .,. .,. /,-, " , , ... 8' MEDIA ROOM I A-12J I L1'v1~G/DI~ING A-125 @ @ @ en I- N. . '- ..... ........""........"'.........'....... ....'........:;-0:.,..... n,~ ~\ ( // \\ \ / ! / / \( / ~ ENLARGED FLOOR PLAN - UNIT A CD SCALf.' 1/4>> = 1'-0>> WHEN PLOTTED AT 24 X 36 1'\.- 0' l' 4' 8' I Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A -<4~f!itid eq , ~, NN ~~ tI ~ ~ ~ ~ ~ ~,"" f~ .... '\ fi~ ~ :}c:llo ~ ' ~J.,..~ ~...n ~.f ~ V t..,.~ ~,J ~ \It....o;..lIo ,., " 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 MAY 25 2D05 THIRD-SIXTH FLOORS 02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION ;.s AND "ARCHITECTURAL WORK" UNDER SEcnON 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED OECEMSER. 1990 AND KNOWN AS ARCH ~ECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTfCTION INCLUDES SUT IS NOT LIMITED TO THE OVERALL FORM AS WEll. AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, L PLANNIN ! Of Ctn' VELOPMENT Sv EQ. (TYP,) EQ. (TYP.) , , ~. l '~ ~ co , ~ " , .,. .,. -...,J I" -l'>;, ~ - -< :-.: -- .,. 03540 CONSTRUCTION DOCUMENTS A-403 0) ~ '0 ci ~ C'l , - ~ / - e g? ::::> U / '" 0) e .~ o ""'" 8E 0)'0. 0);:: o .. ",C'l "'- ~@ "28 ~C'l '0- eO ~~ ~Q 11).. ('t) e ~o 8-g C'l:::: /0 a.: 0:: XREFS: A...FP3 A...Units-2 A_FPl A...Units-3 LFum-3 mB A...FP2 A...FP-P8Il A_FP-Symb A...SP S_Col-2 S_Col-] S_Col,3-6 LFum-2 us LIGHTING LEGEND IT] BA THROOM FAN Q), JUNCTION BOX FOR FUTURE CEILING FAN W/L1GHT LOCATE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE CEILING LEGEND /':i>- ... -t, ~ EXTERIOR WAll ~OUNlfD FIXTURE A WALL MOUNTED LIGHT (VERIFY HEIGHT) BVY' BATHROOM VANITY -R- PENOANT ~OUNTED CEILING LIGHT FIXTURE (BY mIllER) --^-, SURFACE MOUNTED CEILING LIGHT FIXTURE SMy --^-- SURFACE MOUNTED BALCONY LIGHT FIXTURE SLY ~ WAll ~IXJNTED ENTRY DOOR FIXTURE a:9- CLOSET LIGHT -$- SMALL SPECIALITY PENDANT cO CABINET ACCENT LIGHTING -@j CHANDELIER LIGHT FIXTURE BY OWNER 1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION. I I ilim r7/, >, ;~;;1 LiL/ CEILING 9'-9" AFF I~I I I-I I-I 1-1-1 ARCHED DRYWALL SOFFIT 1-1-1 ~I-I-I-I ~ 1-1-1_1 +1+ iT i + iTiT i TiTiT iTi ABOVE MASTER VANITY -1-1-1-1- 1-1-1-1-1-1 1-1-1-1-1-1-1-1-1-1-1 CEILING 9'-6" AFF [22J AIR SUPPLY CEILING 8'-8" AFF [2] RETURN AIR CEILING 8'-4" AFF [6J EXAUST FAN BALCONY CEILING 10'-0" AFF :0 -or-X FIRE SPRINKLER HEAD III I ~. III\\ECORA TlVE SURFACE MOUNTED FLUORESCENT LIGHT '} FL~ORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) ud o sO ULO \ RECE'S,?ED CAN LIGHT , . C~ ~=-=1l ~=--=--=J FIRE SPRINKLER-SIDE WALL RECESSEb SHOWER LIGHT II INDICA TES EXTENT OF CROWN MOULDING . UTILITY L1GHl SURFACE MOUNTED ~ () II DIRECTIONAL spot, LIGHT NOTE S GENERAL SURFACE MOUNTED FLUORESCENT LIGHT UNDER CABINET LIGHTING [2] " / LINEN -"1 A-118 I 1-1-1..!.1-1-1-1-1-1-1-1-1-1_1_I_I_I_lll_ll,ll_I_I_I,......,l,..!.1..!.1-1-1-1-,..!.jJ..I_I_I_I_1 :I+Imm+mr~~~-+mmmmmmmm+m+I+Ir~~~-+mmmm+I: ~ 6' 8" ~ -v 8A THROOM rD I A-117 I ... 'J/ ~ ~ ~ L~CONTRACTOR TO COORDINA TE STRUCTURAL ... POUR AND FIXTURE" HOUSING AND CONDUIT AS ~EQUIREO. (TYPICAL FOR ALL BALCONY CONDITIONS) ... ~(T~%~)---Lt-~(T~~. t-~ ... '~ " MEDIA ROOM I A-1231 '....,.... '..... "'" ". ......... " "~" "."........." '" "" ' '.." ". "" '-, "'-, '.', '-...,,, -" "'-. " "-" ....... ", ",...., , ,". '..'," " ,,',', . '.i\ '''-...',' '. , ....' ~ '. ..... ' " , ~,' ..... ' '", " '~''. '... ,",'............. '....'" ."..... ' ..... .... " ,,",' .....~. " ........ -~ " '" "- " ", -~ '. "- ~'" I'" ----~.---~~r-- -i ~~' " 1 "<~...."" , ,~'... I ....', I........ , '\. I ',...'....1' 1 ,,''or........ : .~~ I, ............ I" ...1 I ..., I : ~,,{ , , I , ..... " -------------------------------__..J 'i ' . ....." ""..... ....~. ,.,<:~~>,'~<>~~'ro.:-'ri,,','.....".....'.....'" "-...<,,~:<" , ..... " " ..... .........' "" . u' " ~ ........ "..... .....' , . ''.-\''" - "" ''-'"'' ."" "'" """ '''-'", -"- "~-~ """'- "', , " '~," "'" ""'" ~ ... 8' Ol I . N . rD L1V1ING/DI~ING A-125 o co ::0 · )>:I: ~x ::0 CO -< . "U~ 00 (""');;0 ~~ --i)> ~F .......... rD <9 <9 <9 Ol 1- N. ~~'~ 0, r-'~l' L '", -$-'. ... , ,j'~"': ~~ ~J~~~~,...,'''\. ~"'c..~ ;~ ,.~ ',- () "'..~ CD. ENLARGED FLOOR PLAN.",,~NIT A 1'\.- I SCALE: 1/4" = lJ-O"~'WH...€N PLOTTED AT 24 X 36 0' l' 4' 8' Keyplan '--I I WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A I .._-, , ---.._,..,_1 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 "9--e5ideq~ tt ~. ~';" ~'-1\ P' "....'..."'~'..,..,.~,',..,.""i,...;J,', .~.'.w <,~ ~ '; ;.# ,JI . '>f L!! , . I (~~;)/f//..-t.. CC;')"'l /h~~l€h~'<-','(';/ ~:.;;J/ (';""kSC~?r" THIRD-SIXTH FLOORS o 2003 tHESE PlANS ARE CQPYRIGtfIB) AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECllON '02 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMaER. 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF 1990 tHE PROTECTION INCLUDES BUT IS NOT UMlTED TO THf OVfRALL FORM AS WfLL AS tHf ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 8ALCON~ I A-126 I .L , ... . - -< :-c -.J 1- ... -1'-. ... - -< :-c I r-'" J BPRC Submital: -- -~--~~_.__.._---.._,-----"---_._----_._--~ - ---------- Date Plotted: January 10, 2005 1--' "---..-- --'...._......___,_, __,....,_~..... Date Issued: January 10, 2005 RevisiOns; -: --_..__..~------~._~--_.._-_._----_..._-----_.~- - ~'---"-~-~- .------.--------.~..~___ ____.. .._m__....____ ~____._...._ - ._--_._--_._-------~._-------,------ ---------- --..-----.".-- --~___..~_u._.____~.__________ .___._.____ __ ______.______...- 03540 Ol ~ '> 0> Q; o C") -.i- ~ / - C 0> t: ::> U / <n Ol C .~ e o ~ 8E /Q. 0>-0 Ol_ o .. <nN <n _ ~@ Eg ~N U - CO ~~ ~Q 1l) .. C")c ~O g-g N:: /0 0..:0:: XREFS: mB A_'nfBev A_FPl S_Col-l A..FP3 S_Col-3-6 EQ. EQ. ./' / 1'-8" c::== GRANITE COUNTERTOP STANDARD SELECTION WITH STRAIGHT EASED EDGE PROFILE \ " f 7'-0" "<0 I ;.., L o KITCHEs~w 1/2" = 1'-0" /--- --illTI / TYPICAL / MIRROR ,'----~ b;, l I I 00 .J / / "" / "', TRASH COMPACTOR ---IIQ]]J o / \ / \ ,/ / "0 I ;.., / // ff~3" 2' _0" 1X" o Q) o o 1'-6" ~----,j.. C[ "-,-ITJIQJ TYPICAL \ \ l' " 2' -6" @ KITCH EN SCALf' 1/2" = 1'-0" ,./ 7' -a" / / / / @ KITCH EN SCALE: 1/2# = 1'-0" MIC 0 ~ ~ \ \ \ \ \[j; \ / i~ \ / / . ~ I 0, . <X) I 00 . <X) I 00 . en I "en UillJ- "0 I 00 / L_ /- - U i= \ ~ ~ . <Jj I "'.q- b I 00 ~ ''-, ~EN 0. 1 ~ /' /' TYP. TYP. TYP. @ KITCH EN SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 ARCHED DRYWALL SOFFIT @ KITCHEN SCALf' 1/2" = 1'-0>> WHEN PLOTTED AT 24 X 36 TYP. TYP. TYP. 2 ---ITQTIQ] 1'-6" 3'-0" - OPEN SHELVING / / / / / . 00 I / / / / / / / ITillJ-- -00 I r-.. ~ I 00 00 I 00 RECESSED CAN LIGHT ABOVE SOFFIT ;f ~; // // 'm I 0, ':or I Co 00 I r-.. ~ \ 00 00 \ \ \ \ \ . o 'I i.n / L \ \ \ --- --- --- -=€> o "" / . <Jj I "'.q- J /~ f ~ "" o --- DRYER --- -- WA HER o ''"', () '--, -- -- o o 60 ./ '-.~ -- -- ./' ./' \ o o o o ~ /// ~ '-., -1 ./' ~, "'-" /' /" -ITQJlQJ POWDER o B~!r~2" = 1'-0' 1'-8" 1'-8" l' _8" @ LAUNDRY TYP. o LAUNDR~L[ 1/2"= 1'-0" SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 @ MASTER BATH EQ EQ r- r--{JTIJ ----t I I / I ::s:- f .-- ~ "___m" "'..'- - .., """,-..'--T.. t..-,~ ,,-- ",.. ,-- '" --T' ..-I I: ! ! i ii, i~FRAMLESS SHOWER .!=- '"' I I : ! i I I DOOR 1\ '"' ",--L---- j-----m-L-u--L----~----H '" \ ; i i ! I / , "/ I ' ! ! I ~/, : 1 1 17 1~-OITJ \ '", ! ' / \ '.., :---+-_ ,___1_, i i "1 /~ \ '"", ' ! / I '\' DRYWALL PAINT ........', I I~L ..------' "" L_" =F-~~~~:( _ ~__-L_~.. \ T C ,/ I ~m I / I I . t, 00 I ", I / I I \ I I , ,-" ,'"'' 1--1-t 00 / N TILE DECK / / ii, // i \ ' I J\mL-J,..~ , -- ------ u" '7 -, <i?- t, -..-.. , "'" "" n <i?- / I .. "'-" ';---U"\T- ,- r ..-, ....-, .." t,/// in / i \1 .. t-------~ ----.----- / , I ! ---,....--- I ~ ' ,,/ I / (p I / Un ,,', ~ '" ... !~t~\J I / I . 0-" ~_ 0 '\ / ~ \ / I I ! / ;.., 1\ / ~-- --r / I I I i U -- -- / i i ! i \, \ ! ) , "" ".., / ~ =7 I : I -- 1/ I 1/ ! \ : I I i L, PROVIDE ACCESS PANEL FOR WHIRLPOOL TUB AS REQUIRED BY MANUF., VANITY WALL SCONCE LIGHT ~DRYWALL - PAINTED \ SEE SPEC. g -- 'm,. ~ . 00 00 . 00 I 00 . 00 I 00 TILE DEC o o / o o Q) o // o )TE: FOR ALL PLUMBING XTURES, BATHROOM XESSORIES SEE TERIORS SPECIFICATION o o j 4'-0" t CONTRACTOR TO PROVIDE DETAIL FOR ARCHITECT'S APPROVAL. t C[ 8) MASTER BATH o s~~~.~ 1'-0" @ s~~~"~ 1'-0" 'MIEN PLOTTfO AT 24 X 36 SCALE 1/2" = "-0" WHEN PLOTTED AT 24 X 36 WHEN PLOTTED AT 24 X 36 --_._--~--, Keyplan ----------1 I ~eaide,..~ .t/,""',.,......~,'...'..'".','.',.'~,',.'.'.',.I'$"'~",.,,','..;;t...,.'...'...~ ',.,..'" t><1'" I f-.I .l' .....ie ~ 1~;':ll'" I I (F:~;).J//- .tt. <<IL:) ',: ..1' l-~ Fe"''''.&~6M<'''/ "-';;/r'_.....k~~~ l PROJECT NO. 03540 ..J WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3Q-A. Suite 108 Seagrave Beach, FL 32459 Phone 85Q-231-2057 Fax 850-231-3553 SECOND FLOOR 02003 THESE PLANS ARE COI'YRIGHJB) AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION' 02 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMSEI(. 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PR01ECT1ON ACT OF 1990 THE PROTECDON INCLUDES BUT IS ~OT UMlTIiD TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION Of SPACES A~D ELEMENlS OF THE DESIGN. CUSTOM CORBEL SEE j-..SLlDING CLOSET / DOORS / I I / / o ~ ./' ~ l' -8" SCALf' 1/2" = 1'-0>> WHEN PLOTTED AT 24 X 36 VANITY WALL SCONCE LIGHT /"'----[[ill / ij/ 0.-7'"---- , , -=:=::--1 I I 'I II I' II ,': II ~. o "" ........ --- o / n '-", o ./ o ~" 6'-0" CD BATH SCALf' 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 BPRC Submital: 03540 -- _..._.~-_._~-"._--_._------------- -------- ----------,'.-.. ,~pat~,P,!~t!ed:.._J_<:J.~~,(]ry_,l ~,~~___ Qatelssued: January 10, 2005 --~-'_"_'__'___'m_.. "_,..___,_..___ Revisions: h--?---......---- ",_.. _...._, '_'..,_____,_, _,__.... t , '_..,--..-----------..~--~~------ CONSTRUCTION DOCUMENTS .. ----..'--.....-,..-,.., - _,__ '_m______,_____ I- -- --..,-----,---.. '-'-.._---,-,--_..- "-'~, -- .~-_._----------~-_._--_..._,----_.__.._-,.~--_..._--------"._~ --____.___.__n__________... __ n' ____no' .._ __,. .____n __ .._. ..__ .0. ____.____.".. A-404 --.------.------- ------_..__ u_____.,..._.uo_____" _'__._.. .., ______.___ ---~.-------..--------._---- . -- ---------...-....---.--_______._____._n.___ { ..... I ~ / - e ~ :> U / <I> 0> e .~ o -.:t 8 /E Q)a. 0>('1 0('1 <I> .. <I>-.:t ~@ ~8 ~('I "0- cO .- ('I ~ e ~~ It) .. (Y)e ~o g-g ('I::: /0 0.:0: XREFS: 1\..FP3 I\..Units-2 I\..FPl I\.. U nits-3 LFum-2 LFum-3 mB 1\..FP2 I\..FP-Pe.l I\..Rnf A....Di I\..FP s_c~ S_Co sh :ONIT FINISH SCHEDULE ms UNIT B '~ ,-~ WALLS CEILING ROOM NO ROOM NAME FLOOR BASE N S E W TRIM MATL HEIGHT FINISH NOTES B101 FOYER T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 B102 BEDROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 B103 BATHROOM T T PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 1,4 & 7 B104 CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 B105 CLOSET T WD PTl PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 8106 LAUNDRY CT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 8107 HALLWAY T WD PTl PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 8108 POWDER BATH T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 & 7 8109 MECHANICAL T WD PTl PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 8110 NOT USED 8111 8EDROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 8112 CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 8113 CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 8114 DRESSING CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 8115 BATH T T PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 1,4 & 7 8116 CLOSET T WD PTl PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 8117 KITCHEN T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 8118 LIVING ROOM CPT WD PTl PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 8119 TOILET CT WD PTl PTl PT1 PTl PT2 PT2 NOTE 3 NOTE 4 & 7 8120 WALK IN CLOSET CPT WD PT1 PTl PT1 PTl PT2 PT2 NOTE 3 NOTE 4 8121 LINEN T WD PTl PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 8122 MASTER 8A TH T WD PTl PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 & 7 B123 WALK IN CLOSET CPT WD PTl PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 8124 DRESSING T WD PTl PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 B125 CLOSET CPT WD PTl PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 B126 MASTER BEDROOM CPT WD PTl PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 ^ >< Xk I SPECIFICATION KEY CPT CARPET VCT VINYL COMPOSITION TILE WD WOOD PT PAINT VB VINYL BASE WC WALLCOVERING T TILE ST STAIN TA TOILET ACCESSORIES EQ APPLIANCE GL GLAZING S STONE ACT ACOUSTICAL CEILING TILE PS PRE CAST STONE SI SPECIALTY ITEM NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. GENERAL NOTE PX' FOR PARTITION TYPES SEE SHEET @ A-521 I ~~ 1 < 12'-5" TOILET ACCESORIES NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. ITEM # ITEM MOUNTING HEIGHT A.F.F. ITA-l I TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT ITA-21 18" TOWEL BAR ~ 54" TO TOP OF UNIT ITA-31 24" TOWEL BAR ... "- 54" TO TOP OF UNIT ITA-41 30" TOWEL BAR .l. ;L 54" TO TOP OF UNIT ITA-51 TOWEL RING ...... 59" TO TOP OF UNIT ITA-51 NOT USED ITA-71 SHOWER CURTAIN ROD - 6' -6" TO CENTER OF ROD ITA-a I NOT USED ITA-9 I SOAP DISH Cl 44" TO UNDERSIDE OF SOAP DISPENSER ITA-lol MIRROR ~ MIRROR ~A-l0~ MIRROR ITA-lll DOUBLE TOWEL BAR .L .L 54" TO TOP OF UNIT ITA-121 GLASS SHELF I I 54" TO TOP OF UNIT ITA-l~ RESIN TOWEL BAR "- ... 54" TO TOP OF UNIT ITA=T5l SURFACE MOUNTED SOAP DISP. ~ TOILET TISSUE CABINET IT.N71 PAPER TOWEL/WASTE fTA=181 SANITARY NAPKIN DISP. ITH9I 42"GRAB BAR [iMOI 36" GRAB 8AR [TA=22J SOAP/SHAMPOO DISPENSER 2 PER SHOWER HEAD FINISH NOTES 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & BATHROOMS I II I LINEN C8ill 01 [TAJObJ I 0 DOOR NOTES 1 PROVIDE CLOSERS AT COMMON AREA DOORS. 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 5 REFER TO SPECS FOR DOOR GLAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS. 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS. 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" OF DOORS. 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR LEGEND DOOR & FRAME WD WOOD HM HOLLOW METAL AL ALUMINUM GLAZING A IMPACT RESISTANT GLASS B FIRE RATED C CLEARED GLASS 0 TEMPERED GLASS I L ....- UNIT DOOR SCHEDULE DO~ SIZE DOOR FRAME LABEL IR,~~E )J:'T.Il.1I ~ ~R ~ .IYP-E.. lief. ..J,.W tu:t '-- ,^UO REMARKS ~ ---- - ~ - - - ~ ( B101 3' -0" x 8'-0" 1-3/4" G HM3 20min 3/A-501 1/A-501 2/A-501 16 SEE SPECS \ ^ ~~-"" -^-- "^ If'--^' .A l,..., H"" /' ~ p.... ./\. "r., ~.A.. .A / "^- l:' ^-'= .A......./ ">f'J j ^~..~ -^ ~ 'C" 1 oz L-1 x 0 'U -::J/rs -wtr- ...-", ' 1'11"\ vi" oJ"-oJ ~LI ~-~ -/ . ~-~ -..- B103 2'-10" x 8'-0" 1-3/a" B WD NR NA 3/A-525 1/A-525 2/A-525 21 B104 3' -0" x 8' -0" (PAIR) 1-3/a" E WD NR NA 6/A-525 4/A-525 5/A-525 22 B105 2'-10" x a'-o" 1-3/a" B WD NR NA 3/A-525 1/A-525 2/A-525 23 B106 2'-10" x a'-o" 1-3/a" B WD NR NA 3/A-525 1/A-525 2/A-525 23 810a 2'-10" x a'-o" 1-3/a" B WD NR NA 3/A-525 1/A-525 2/A-525 21 8109 2'-3" x 8'-0" (PAIR) 1-3/a" 0 WD NR NA 3/A-525 1/A-525 2/A-525 20 8111 2'-10" x a'-o" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 8112 2'-8" x a' -0" (PAIR) 1-3/a" E WD NR NA 6/A-525 4/A-525 5/A-525 22 8113 2'-8" x a' -0" (PAIR) 1-3/a" E WD NR NA 6/A-525 4/A-525 5/A-525 22 8115 2'-10" x a'-o" 1-3/a" 8 WD NR NA 3/A-525 1/A-525 2/A-525 21 B116 2'-3" x a' -0" (PAIR) 1-3/a" 8 WD NR NA 3/A-525 1/A-525 2/A-525 20 A118 14'-0" x a'-o" 1-3/4" K AL NR 9/A-501 7,10,11/A-501 a/A-501 11 8119 2'-10" x a'-o" 1-3/a" 8 WD NR NA 3/A-525 1/A-525 2/A-525 21 B120 2'-10" x a'-o" 1-3/a" 8 WD NR NA 3/A-525 1/A-525 2/A-525 23 8121 2'-10" x a'-o" 1-3/a" 8 WD NR NA 3/A-525 1/A-525 2/A-525 23 8122 2'-10" x a'-o" 1-3/a" 8 WD NR NA 3/A-525 1/A-525 2/ A-525 21 8123 2'-10" x a'-o" 1-3/a" E WD NR NA 3/A-525 1/A-525 2/A-525 23 B125 3'-6" x a' -0" (PAIR) 1-3/a" E WD NR NA 6/A-525 4/A-525 5/A-525 22 8126 2'-0" x a' -0" (PAIR) 1-3/a" B WD NR NA 3/A-525 1/A-525 2/A-525 20 8126A 10'-0" x 8'-0" 1-3/4" J AL NR 9/A-501 7,10,12/A-501 8/A-501 11 NOTE: FOR DOOR TYPES, SEE SHEET A-441 TYPICAL UNIT DOORS ALL FLOOR LEVELS I I I 9'-2" ~ 20'-2" . 8 8 ~ @)- /~~ ;< <xx~ I"x^x^x^x^x^;x " o . I _w--o I I ~ BATHROOM.TA-4~,1(. I I[~]I- :>< II - ~ 18-103 I ~ - 3 r ~ ~ 11'-9l2I'1'-9 :...:.... iHoal _ · '1.---/ 0 I" ~laC~1 ,,, ^ IDI ~ I ITA-2 I r--I 1 4'-7" 2' ~1/ r- I 6'-7" '-;s:/ TA-1( a ~ n -Y2 r- Ill' 11111111 II I II Ilt~~ I ~ :: i@ ~ l@ ~EL- "-;5,~~O~T ~--<08 0'-- S II I ~~I;;o I - 8 r: J IT LAUNDRY := l..':=: 6'-gJ.2" ~ \ 4'-~~ 18-1061 := I ," "l-~ , ~ __ -~POWDER BAT TA-' i ~~~ ~ =~V\\~ii ~-1/ IS-loa I r'1) X XXXXXX" '" J- TTA-121 ~ ~ 0 ~ ~ ~ ~ ~I~,~ ~YER ~ Q' i~v I - & W ~~ ." ~ \~ ~.I1 ~ In MECH !~ l~ . 6)2" ~\ 5'118-1091...c. ~ .r::-:" -Y2 ......... -'" "---.... ~ '" I x x x ^ -@) tN ,- . 13' 10J2" -- I #,~~8 J / 'h? 4'Y "'--_ 1 I ~8 ~ ~ ~ T'~;'9llJ ~. _C - I ITA-5 I 12' -11Yz" 'I~ l!.~ IH 8-122 '" ~ 0 ~,7 I I I I I I II I I I , .1/(10\ 68 -~ A-4nR , Y 3'-&2" 1 1 II I I I I I[ I II. II II III II1I HALLWAY ~ nDii7l - 11' -6Yz" 8~ <~ 1 I I 1 ip,STER BEDROOM 18-126 I I > . ) <\ ~... {f~DROOM )[Eill @~ , U1_ ~ . ~ BEDROOM 18-1021 2'-~" 5'-3" I I I I I () ~ ~ (P4) ~ CLOSET - ~ ~ 1 ~ DRESSING d I S-124 I ITA-5 I I I I l1:: e~.. ~ lYPlCAL INTERIOF P1 WALl S1YlE UNl:SS OTHERWISE NOTE I. I I ~ , v; @>- ~ I^ ',- I" --'~-:. \~~ -It:/' ~ 8"~ @)- 8'-8" o . < ~ /jig ~ lYPIeAl EXTERIOR V I ~ S WALl IS STYLE P9 UNLESS X ~ OTHERWISE NOTED X ~ ~ o , ~ . '" ,- ~ . - 81' 8112 - 6' -1Yz" ... SA THR OM 1" ~ ,'rs:tt ~ ~ [Bill ~4<-~~ . Q ~/ ~~ ~ v'~ ~ 8L O~)) TA ~~L" ~ -CLOSET ,,=/ rl0."-~1I\ 0'i:\ [Bill , ~ . -l'>:. , ~ . @>- ~ 1 ~t-- . ( I I I I I "i ogo ro-o -r- - 8/1111 J W.l.C. &ill I J I- "" .../I^---- ~ ~ . < < ..o:~ s" ... r- V'!. --' 1)< ex [X [X 1'-)< xxx '0'-L tN ,- ~ . ~ ,," \ > I ( > ( ( ( \ ( tN 1- OJ . I , I ~ ~ HI ITEu 5'-7~" o o Co KITCHEN CEJI] ~ ~408 c; I dJ '" 1- CD 1- -l>o- . > ~ lYPICAI.. EXTERIOR P9 WAll S1YlE UNlESS OTHERWISE NOTED 1)< X X -.^ X Ff' ==iI;::; >t 9a I vll - I I III , ~ I~IH .."H I r-.. rl I I -l'>:. 30'-sYz" ~ y~ L1V1 GLDINING ROOM CHi[] ~ X ;:ri~ ; ~ ~ I I I ~ O'l 1 - ~ . V'!. , ~ . '" , - & . @>- I 1 SALCONEY 1 8-127 I -l>o- ,- -l>o- . rn lE @ ~ n fCi,' fT,i-"j ~"NI.2 ~-::'.~--I~:!'1 u , I.,-",J ' ) ! 1 ; DEVELOPI\AfNTS~;:;U;~~I!.r' ; CIT... :)1 CU'IC~,'''\n l. I -'--.___1 I I' 1 I ~ I ~ 4' 4'-8" l' 4" I ~ --c ~T- x '~ ',,-;< :-( < , ;-- -- @)- / :+- q tN. , /' ',/ /,' IXX ~ co: x x v , .10. ~ -- o . CD ~~LARGED ~LOOR ~;L~~~~'-~~~:PL?T7[DAT24XJ6 0' l' 4' 8' Keyplan A A A A A THIRD FLOOR WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cfy Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ,~ ,.\~,. '( '.' , ""\,',.,'",' " ',..' i,,: \oj'" < u r~1~ ,V' , \D, ...esidel't~ ,111' ,u ~~ ~,', ",' N.,' Ff,. ." BPRC Submital: Date Plotted: June 20, 2005 Date Issued: January 10, 2005 Revisions: & BUILDING DEPARTMENT COMMENTS JUNE 20. 2005 03540 CONSTRUCTION DOCUMENTS -- r~.L~ '~fl"') V/~~~ o 2OO3lHESE PlANS ARE ~RIGHTB> AND ARE SUBJECI TO COPYRIGHT PROIECTION AS AND "ARCHITECTURAL WOR'" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND ~N AS ARCHITECTURAL WORKS COPYRIGHT PROTECnON ACT Of 1990 111E PROTECllON INCLUDES SUT IS NOT UMITED TO THE OVERALL FORM AS WEll. AS 111E ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 A-405 0) ~ - I ~ / - e ~ :::l U / '" 0) e .~ C ~ ~E (1)0. g>~ "'~ "'- ~@ ~~ u- eO ~~ ~.Q I.t') .. Me ~O 8~ ~:: /0 a.: a::: XREFS: A_FP3 A....Units-2 A_FPl A....Units-3 LFurn-2 LFurn-3 mB A....FP2 A....FP-P8'-I A....Rni A....Dims A_FP-S S_Col- S_Col- sh ~UNIT FINISH SCHEDULE I'll UNIT B 2 ~ WALLS CEILING ROOM NO ROOM NAME FLOOR 8ASE N S E W TRIM MATL HEIGHT FINISH NOTES 8101 FOYER T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4 8102 8EDROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4 8103 8A THROOM T T PT1 PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 1,4 & 7 -~ +-., 8104 CLOSET CPT WD PT1 PT1 PTl PT1 PT2 PT2 NOTE J NOTE 4 ~-- 8105 CLOSET T WD PT1 PT1 PTl PT1 PT2 PT2 NOTE J NOTE 4 8106 LAUNDRY CT WD PT1 PT1 PTl PT1 PT2 PT2 NOTE J NOTE 4 8107 HALLWAY T WD PT1 PT1 PTl PT1 PT2 PT2 NOTE J NOTE 4 8108 POWDER 8ATH T WD PTl PT1 PTl PT1 PT2 PT2 NOTE J NOTE 4 & 7 8109 MECHANICAL T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4 8110 NOT USED 8111 8EDROOM CPT WD PT1 PT1 PTl PT1 PT2 PT2 NOTE J NOTE 4 8112 CLOS ET CPT WD PTl PT1 PTl PT1 PT2 PT2 NOTE J NOTE 4 8113 CLOSET CPT WD PTl PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4 8114 DRESSING CPT WD PT1 PT1 PTl PT1 PT2 PT2 NOTE J NOTE 4 ..- 8115 8ATH T T PT1 PT1 PTl PT1 PT2 PT2 NOTE J NOTE 1,4 & 7 ..- 8116 CLOSET T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4 8117 KITCHEN T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 -- 8118 LIVING ROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 -~ -- ,- 8119 TOI LET CT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 & 7 8120 WALK IN CLOSET CPT WD PT1 PT1 PT1 PT1TpT2 PT2 NOTE .3 NOTE 4 -- 8121 LINEN T WD PT1 PT1 PTl PT1 PT2 PT2 NOTE J NOTE 4 8122 MASTER 8A TH T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4 & 7 8123 WALK IN CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4 8124 DRESSING T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4 -- 8125 CLOSET CPT WD PT1 PT1 PTl PT1 PT2 PT2 NOTE J NOTE 4 8126 MASTER 8EDROOM CPT WD PTl PT1 PTl PT1 PT2 PT2 NOTE J NOTE 4 (;).. --- . ~ BEDROOM I B-102 I ~ 1 ~ . N I' . o 6'-9>2" (,N I" ~ . o (,N I" ~ o 1 ~ Ul. >- ~ Keyplan SPECIFICATION KEY CPT CARPET VCT VINYL COMPOSITION TILE WD WOOD PT PAINT V8 VI NYL 8ASE WC WALLCOVERING T TILE ST STAIN TA TOILET ACCESSORIES EQ APPLIANCE GL GLAZING S STONE ACT ACOUSTICAL CEILING TILE -- PS PRE CAST STONE .--- SI SPECIALTY ITEM NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. GENERAL NOTE PX' FOR PARTITION TYPES SEE SHEET @ A-521 AI P4 4'-7" 2'-3>2 ~W8D LAUNDRY I B-106 , FOYER [B]JJ 1 -....J . 12'-5" BEDROOM [B]] 6'-1>2" ~ I' & [BJI] . N 1- ~ --~I A A A A A THIRD FLOOR TOILET ACCESORIES NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. ITEM # ITEM MOUNTING HEIGHT A.F.F. ITA-1 I TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT -'=-- ITA-21 1 8" TOWEL 8AR ~ 54" TO TOP OF UNIT -= ITA-31 24" TOWEL 8AR ... ... 54" TO TOP OF UNIT ITA-41 30" TOWEL 8AR ... .a. 54" TO TOP OF UNIT ITA-51 TOWEL RING ...... 59" TO TOP OF UNIT -=-, ITA-51 NOT USED 1---, ITA-71 SHOWER CURTAIN ROD - 6'-6" TO CENTER OF ROD ITA-a I NOT USED 1---' ITA-9 I SOAP DISH D 44" TO UNDERSIDE OF SOAP --- DISPENSER ITA-101 MIRROR -::; ~ MIRROR -"'=-,=-- ~A-10~ MIRROR ITA-111 DOU8LE TOWEL 8AR .L J. 54" TO TOP OF UNIT --=--- ITA-121 GLASS SHELF I I 54" TO TOP OF UNIT --==--~, ITA-1~ RESIN TOWEL 8AR ... ... 54" TO TOP OF UNIT -= fTA=i5l SURFACE MOUNTED SOAP DISP. ~ TOILET TISSUE CA81NET JTA-17L PAPER TOWEL/WASTE [TH8] SANITARY NAPKIN DISP. ITA=19l 42"GRA8 8AR ITA=2Ol 36" GRA8 8AR ITA=22I SOAP/SHAMPOO DISPENSER 2 PER SHOWER HEAD FINISH NOTES 1 . HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO 8E CUSTOM FRAMED 8EVELED IN 8ATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & 8ATHROOMS r-- I IT8J () ITA-lOb I o W.I.C. l' B-120 '_ ~ 1 & . 11' -612" 2' -6>2" 5'-3" () o KITCHEN [EJI] ~ ~408 DOOR NOTES PROVIDE CLOSERS AT COMMON AREA DOORS. 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 5 REFER TO SPECS FOR DOOR GLAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS. 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS. 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" OF DOORS. 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR LEGEND DOOR & FRAME WD HM AL GLAZING A 8 C D WOOD HOLLOW METAL ALUMINUM IMPACT RESISTANT GLASS FIRE RATED CLEARED GLASS TEMPERED GLASS CLOSET 8 UNIT DOOR SCHEDULE DO R 8101 8102 8103 8104 8105 8106 8108 8109 8111 8112 8113 8115 8116 A118 8119 8120 8121 8122 8123 8125 8126 8126A ___J <.0 L=___ __~ oJ;@.STER BEDROOM . I 8-126 I I I I l!::: _ _ _ :::!J J N I' ~. 30'-8>2" L1VI GLDINING ROOM [EI[J O'l I- ~ V'!, 1 ~ ~ 1 ~ (~ ~ WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A SIZE 3' -0" X 8'-0" 2'-10" X S'-O" 2'-10" X S'-O" 3' -0" X 8'-0" (PAIR) 2'-10" X S'-O" 2'-10" X S'-O" 2'-10" X S'-O" 2' -3" X 8'-0" (PAIR) 2'-10" X S'-O" 2' -8" X 8'-0" (PAIR) 2' -8" X 8'-0" (PAIR) 2'-10" X S'-O" 14'-0" X 8'-0" S'-O" S'-O" S'-O" S'-O" DOOR TYPE G -~- 8 8 E -_...~---_.- 8 8 8 ---~- D 8 --'---~- E E 8 8 -_..,~ K 8 8 8 8 --_.,._-~- E FRAME TYPE HM3 WD WD WD WD WD WD WD WD WD WD WD WD AL WD WD WD WD 1-3/4" 1-3/S" 1-3/S" 1-3/S" 1-3/S" 1-3/S" 1-3/S" 1-3/S" 1-3/S" 1-3/S" 1-3/S" 1-3 s" 1-3 s" 1-3/4" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/S" 1-3/8" 1-3 -3/4" FOR DOOR TYPES, SEE SHEET A-601 TYPICAL UNIT DOORS ALL FLOOR LEVELS ~et7idel1(' ~ '!It. ~1\ 8 ~ . "'" 1- 20'-2" lYPlCAl INTERIO WAll. S1YLE UN S OTHERWISE NOTE N I c...-:, ~~ 8 <.0 1 ~ . 8 ~. I ~ . 4' LA8EL GLAZE TYPE NR NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NA NA 8'-8" lYPICAL EXTERIOR WALL STYlE UNlESS OTHERWISE NOTED BALCONEY I B-127 I 4'-8" HDWR ~--_._------~.-- SET 3/A-501__ _.!/A:501 2/A.....~-Ql-i,-J-9 SEE SP~~?_______~_ ~~:=~;-~ _I ~~:=:;: -- 2/A::5~ _21.. --- -.. - - ... 6/A-t525- ~;.A~525_ . ~;~-=-:i: -+ ~;_u _ _. ... ..~. _-~ 3/A-525 1/A-525 2/;-=525--T23- 3/;-=-52~..n ___lZi~5-25 ~ --_~;A=.~25_~1=~} - __:-:~~_:__,-~~=-=--=---- 3/A-52~__ ._1L~-525 _~/A=-52~___ ,21.._ __ __..___________________ 3/A-~~~_ J~=-525~LA-5?~__ ~,~ ________.______________ 3/A-~~~I~/'I\-?25, _2/~~2~._ ,_~l_______ _~_ :~:=~:-~~~~_:~: :;~~:~: -:~. .._-=~-=~- -= 3/A-525 t.1LA-5 _2~-5~-1-2Q. _ ____. . 9/A-50~ ' ,_,,11/~-501_ 8/A:501__+_J_l __________,__________,_ 3/ 1/A-525 2/A-525 I 21 ---i-- '--'-,--,-~ -'-~..------- ---- '-- m________..__..__ / A-~~5_,_t-JLI\=~-25-- ~t!__=~~~_ __~~, 3/A-525 i 1/A-525 2/A-525 23 ~--...-+-..--..-,..,~-.--..--t- ....,---,......,, -- ---- ,- ... 'n____~_,_'__'___~___~____ 3/ !--52~_t_1j~:~2~__4-~l~=- 5~~_ 21 ___ .._______..______~___ 3 /~=_~?5___~--1f)\-=-?~~--+ ,~/)\ =~~~--1--~3.. __ 'n..___..._ ____..,_______ 6/ A=52?,_J. i/ )\=-~??--__t,-5 / ~:?_~_?_~_ __ '________ ,____ ..___,~____ :~ ~=~~_ ~~~~i~-50;1-~)~:~..:J-;i.~==-..:=-..: =_-~-_ I -='~=--::: ~=-==~~=-=-, --~=-=-~--t~~-=- -~-~~~-~~:=====_=_.,_ - -====== ~-==t .=-=-=-~-~=-=--= REMARKS r~. I o. 0= (,N. < -~ 8" - --~rrn o JAN J I 2005 I~ gIV~I~e~'r6L ~~YSi"RgIPf l' 4" CD ~~LARGED ~LOOR ~;L~~"~.-~~~!PL?T7[DAT24XJ6 0' l' 4' 8' 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 2003!HESE PlANS ARE COPYRIGIfTB) AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WOR/(" UNDER SECTION 102 OF THE COPYRIGHT ACT. 1 7USO. AS AMENDED DECEMaER. 1m AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROlECTlON ACT OF 1m !HE PROTfCnON INCLUDES aUT IS NOT UMI1ED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. (";)').4'/'---'.'- . (C)/J-) Jrn/I~UeJl€".rr/ ~:::7 r,~j,;Jr:~?t". PROJECT NO. 03540 l -1-: t l:~ 1~ BPRC Submital: Date Plotted: January 10, 2005 ----~---_._..._-------.-_.._----_._--,- ._...._~_._.._.~_.._-_.~~-- Date Issued: January 10, 2005 ..,-~--,-,---"-, "~_,' >>..-,--..,-- -- -------- Revisions: ------ '-..'..'-'-..----- 1---_,_____ _'.,u -- _ ,.., _.._ ...._, _'_..____, I -~------ 03540 -405 0) ~ ~ I ~ < / - C ~ ::> U / '" 0) C .~ ~ o 'It 8E /0. Q>l./') 0)0 o .. ",N "'~ d:@ ~~ "0- cO ~~ ~Q l./') .. C">C ~O 8-g N:::: /0 0..::0: XREFS: ^-FP3 ^-Units-2 ^-FPl ^-Units-3 LFum-2 LFum-3 mB ^-FP2 ^-FP-Pe.l ^-RIlI ^-Dims ^-FP S_Co S_Co isl egend -5' nUNIT FINISH SCHEDULE UNIT B 1-2 1-' WALLS CEILING ROOM NO ROOM NAME FLOOR 8ASE N S E W TRIM MATL HEIGHT FINISH NOTES 8101 FOYER T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4 8102 8EDROOM CPT WD PT1 PTl PT1 PT1 PT2 PT2 NOTE J NOTE 4 8103 8ATHROOM T T PT1 PTl PT1 PT1 PT2 PT2 NOTE J NOTE 1,4 & 7 8104 CLOSET CPT WD PT1 PTl PT1 PT1 PT2 PT2 NOTE J NOTE 4 8105 CLOSET T WD PT1 PTl PT1 PT1 PT2 PT2 NOTE J NOTE 4 -- 8106 LAUNDRY CT WD PT1 PTl PT1 PT1 PT2 PT2 NOTE J NOTE 4 8107 HALLWAY T WD PT1 PTl PT1 PT1 PT2 PT2 NOTE J NOTE 4 8108 POWDER 8ATH T WD PT1 PT1 PTl PT1 PT2 PT2 NOTE J NOTE 4 & 7 ~- 1-- ~- 8109 MECHANICAL T WD PT1 PTl PT1 PT1 PT2 PT2 NOTE J NOTE 4 8110 NOT USED 8111 8EDROOM CPT WD PT1 PTl PTl PT1 PT2 PT2 NOTE .3 NOTE 4 8112 CLOSET CPT WD PT1 PTl PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 8113 CLOSET CPT WD PT1 PTl PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 8114 DRESSING CPT WD PT1 PTl PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 8115 8ATH T T PT1 PTl PT1 PT1 PT2 PT2 NOTE .3 NOTE 1,4 & 7 ..- 8116 CLOSET T WD PT1 PTl PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 -- 8117 KITCHEN T WD PT1 PTl PTl PT1 PT2 PT2 NOTE .3 NOTE 4 -- 8118 LIVING ROOM CPT WD PT1 PTl PTl PT1 PT2 PT2 NOTE .3 NOTE 4 -- 8119 TOILET CT WD PT1 PTl PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 & 7 8120 WALK IN CLOSET CPT WD PT1 PTl PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 --- 8121 LINEN T WD PT1 PTl PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 -- -..- 8122 MASTER 8ATH T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 & 7 -- 8123 WALK IN CLOSET CPT WD PT1 PTl PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 .._,-~ 8124 DRESSING T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 ---- /--' -- 8125 CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 ,-- 8126 MASTER 8EDROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 rx IX ~ I SPECIFICATION KEY CPT CARPET ~~------~--_. VCT VINYL COMPOSITION TILE ,-, WD WOOD -- PT PAINT V8 VINYL BASE WC WALLCOVERING T TILE - ST STAIN TA TOILET ACCESSORIES - EQ APPLIANCE -.-... ..- GL GLAZING -- S STONE -- ACT ACOUSTICAL CEILING TILE ,-- PS PRE CAST STONE ,-,- SI SPECIALTY ITEM -- NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. GENERAL NOTE PX' FOR PARTITION TYPES SEE SHEET @ A-521 T " TOilET ACCESORIES NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. ITEM # ITEM MOUNTING HEIGHT A.F.F. ITA-l I TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT -=-.. ITA-21 18" TOWEL 8AR .r----;a. 54" TO TOP OF UNIT ...::.. ITA-31 24" TOWEL 8AR .L .. 54" TO TOP OF UNIT ITA-41 30" TOWEL 8AR .L .L 54" TO TOP OF UNIT ITA-51 TOWEL RING ..ll.. 59" TO TOP OF UNIT ITA-61 NOT USED -.. ITA-71 SHOWER CURTAIN ROD - 6' -6" TO CENTER OF ROD ITA-a I NOT USED ITA-91 SOAP DISH CJ 44" TO UNDERSIDE OF SOAP -~----- DISPENSER ITA-lol MIRROR ~ MIRROR ~A-l0~ MIRROR -= ITA-Ill DOU8LE TOWEL 8AR J. J. 54" TO TOP OF UNIT I-C, ITA 121 GLASS SHELF I I 54" TO TOP OF UNIT ITA-131 RESIN TOWEL 8AR .L .L 54" TO TOP OF UNIT fTA=15l SURFACE MOUNTED SOAP DISP. ~ TOILET TISSUE CA81NET IrA=17l PAPER TOWEL/WASTE IITA=18l SANITARY NAPKIN DISP. fTA=19I 42"GRA8 8AR fTA=2ciI 36" GRA8 8AR ITA=221 SOAP ISHAMPOO DISPENSER 2 PER SHOWER HEAD FINISH NOTES 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO 8E CUSTOM FRAMED 8EVELED IN 8ATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & 8ATHROOMS I I I DOOR NOTES 1 PROVIDE CLOSERS AT COMMON AREA DOORS. 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 5 REFER TO SPECS FOR DOOR GLAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS. 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS. 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" OF DOORS. 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR lEGEND DOOR & FRAME -- WD WOOD .. -- HM HOLLOW METAL .._~ AL ALUMINUM .._~---- GLAZING . --.,--,.-.-.- A IMPACT RESISTANT GLASS ..-- 8 FIRE RATED ----_...._~ C CLEARED GLASS ------ 0 TEMPERED GLASS UNIT DOOR SCHEDULE D'R 8101 8102 8103 8104 8105 8106 8108 8109 8111 8112 8113 8115 8116 A118 8119 8120 8121 8122 8123 8125 8126 8126A SIZE 3'-0" x 8'-0" 2'-10" X 8'-0" 2'-10" X 8'-0" 3' -0" x 8'-0" (PAIR) 2'-10" x 8'-0" 2'-10" X 8'-0" 2'-10" X 8'-0" 2' -3" x S' -0" (PAIR) 2'-10" x 8'-0" 2' -S" x s' -0" (PAIR) 2' -S" x 8'-0" (PAIR) 2'-10" x s'-o" 2' -3" x S' -0" (PAIR) 14'-0" x S'-O" 2'-10" X 8'-0" 2'-10" x 8'-0" 2'-10" x 8'-0" 2'-10" X 8'-0" 2'-10" X S'-o" 3' -6" x s' -0" (PAIR) 2' -0" x s' -0" (PAIR) 10'-0" x S'-o" DOOR TYPE 1-3/4"1 G 1-3/S" 8 1-3/S" 8 -- 1-3/S" E -- 1-3/S" 8 -' 1-3/S" 8 1-3/S" 8 f----- 1-3/S" 0 1-' 1-3/S" 8 1-3/S" E 1-3/S" E ,--1------, 1-3/S" 8 --/--- 1-3/S" 8 1-3/4" K 1-3/S" 8 _._~.- 1-3/S" 8 1--..-, 1-3/S" 8 -_.--.. 1-3/8" 8 1-3/S" E 1-3/S" E 1 -3/S" 8 --~- 1-3/4" J ,-,-,--- .., ---, NOTE: FOR DOOR TYPES, SEE SHEET A-601 TYPICAL UNIT DOORS ALL FLOOR LEVELS .. I I :::!J J [/I^,-- N I' ~ . (P1)-, ~~~~L:SS '-----J 1 OlliERWISE NOTE ii, T ~ ~ ",/ ,/,y",/,/.:x'x / //' 'v "'><^x , I>~ l~ ~ ---'",,~' , 'I' 8 CD I' ""'" . ~ 8'-8" TYPICAL EXTERIOR P9 WALL SffiE UNLESS OlliERWISE NOTED BALCONEY 1 8-127 I 4' x FRAME TYPE HM3 WD WD WD WD WD WD WD WD WD WD LA8EL GLAZE TYPE NR NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA DETAILS HDWR! -HFAI)~--- -.... ,JAMR--TH-~-F<:;---m- SET: REMARKS ~~:=:~~ c;~:=:~~-- ~:=;~~-, :~ -1~~f>E(;S -- - -- -, ,'U ------'----- -..--'-~-' r ,....-.." '~---....------_......_-..------ 3/A-525 1/A-525_u 2/A-525" -+~2.--l-__..~u,_...._____________~ 6/A-525 4/A-525 5/A-525 22 I -~ --'-~--,~--,-.. -_...._~------'... ---,---,~ -,----_.., -,-,..., _.._,~,---_..- 3/A-525 __1/A-525 ____ u_?L~__..S.~~ ..__ 23..t______.._..__..____.._..u_.._..__~,_ ~~ :=~~~'--~: ~ :=~~~ ---1-;~~=;~~ ..--1--~~+..----- _u_~____~_..~_~___ ~- ---..--~-t~--------u -j--~- "_..,,'_~_.._____m______ 3/A-52~_.._!L~_=?25___ __2L~=~~?..__~--?O-" __.._____..___________..___,,__ 3/ A-525....1j A-525_______ 2('~__~??uu_+-?~-j- ______..~________..~_ 6 / A=--S.?~_ _~L~-=525 ___~ __ ,__~L~=5~~,____~..22-+,-- ,,_ __.._ "....__..__.._____ 6/A-525 4/A-525 5/A-525 22 ..-....-..-- _____'_'..___..__'m'u..'___,_,,__ ",_ __'_n_ '_" u.., ,..__ ~'''_, ,_..________..__ 3/ A- 525 .....2L~___52S.__+_?!.~-=~2~..--,,-.... _?2., 3/A-525 1/A-525 2/A-525 20 ---..-..---,-,-~f___--- -, '_'_.._,.._,_U>_~_, 9/A-501 7,1 O,11/A-501 S/A-501 11 ---,- -_.._-~_....- ~-,-I---.._--~----_.._--, 3/A-525 1/A-525 2/A-525 I 21 ! ,-- -~..--~, 1----..- -,..,..,--,-..-....-t-.._-,-,--~''''--..------u-''---..---~----- E~=:~~~~~~=m -=-~1=1Et~;1-== ---_ -= ,,- - -----,-~~-..- ~-'---..-- ,__uu_-+-__,__ "1___,, .._'....u -..-----, ~~:~~;-,-~=:~: -~J~~:-~=t-l;-t==--=-=- = "-"'..'-,------- '--t---- '" ,-1~--, : .. ".._..,.....,,__, _'''m~..___~_,__ -.. ..-..- ,-----,---,-_.. T T I I I II T ""'" 1- ~ @)--- N ,- ~- . T - ~ 1 /" DRESSING rt 18-124 I ITA-5l~ 1 'lI I I l1: 9'-2" I I --' ,,,/ N.. T y ~ X . ~---' WD NR WD NR AL NR WD NR WD NR WD NR WD NR WD NR ~ WD I NR AL NR NA NA NA NA NA NA NA NA NA ~ --1' iN i.!..'- r i , , I I i i - ,- ' t- o. -- --~ :=.. ) \,.......,__..7 ~ N I' ~ roJ [E ffi fE If W 1E ffiI Uti JAN ~ 1 2005 W .. IIIV ~1'CW~l~\~~fIEPl I --L I~ i --t I II 0 JI- · r - - I I~~I~~I '[TA-5[ 0 I [T8ObJ I 0 4'-)" ~ ~J_6'-70 ~~l M^,"~2'~~:~" ~ i@> ~- w ~ 18-1221 ~ -:: I i ~ - L:U~D:;-408 D= II ::~;o I _ ~r r'7----1~ ~408~ r~'7'" I '-106 I - '-1191 ~_ ,l\Affj--)~ I/i;~ /\' @- ~= I ( fi~ POfl~~OBBIA ~ ;~ . () - i \::~ \1) ; - 1 ,--,../' ~ ~~ ~ ,"-.. :- '~J:::: 0 I) n..-:::::--;-; / 1-":"__ h' ~ '''-.......-'-..~ /, TA- 9 / ~1] A-408 TA-e9..J I CC: - I ~ ~ / " 1 I I Ill' T I I I I 11. I I I I I I I I I I I 1 I 11 1TTfT 1 G \8 HALLWAY -@ , _11{1O '\ (.,.I' , V ~ ~ 68 -Y"I( A-408 -, ~II --~~.. V - 11'-6>2" V -'-,- ~~ 8" " 8" <~ t-3'-1J>o =+ ~ ~ I ~ ~~ 1 1- If \ MECH =:==~ ~ , 2" ~ 1\ .y.. ~109 1 ~ /.:':"8"=3'2' 2'-6>2" 5'-3" I ~ ~ '- ~ <;;i 1'1,,7_. ~i~~c_: ~liC,~i~ ~--lj: ~;> -'L-- j""OI V : ~408 I I ~ ogo r IDv-~- T BATHRI OM ~, ,,1 ,rs=TIn " .... - '-.r~// / 1 B-114 I -2 11-4(8-[/>>, /: '1. d t Q, / ~~ ':~.',. ,,"..':--)'1- V /~ / ~JJ!I. 8lrl;O:~;^ ~.. i ,)~~ -non \~~d) ~~.' ",:~t' FB=113i I I I P3'>4 H w ____ 8 Jw.l.c.11 '~I I ""'"- 0-!. I ~ . N ,- ~ . I T I I I CLOSET ~ 8~ CD. 20' - 2" ~STER BEDROOM I 8-126 1 I 30'-&1'2" L1VI G/DINING ROOM 18-1181 CTl I' ~ . @)--- @)--- I I l ,. T r <P3'>- ~ , ~ 8 ""'" 1- ""'". 1. i'~B" I ~ / ~T- '~1'1 "I " 'I ,;., _1" . x 0 ''.. .10: ~ -- --,~"-- l.- 1k (.,.1_ < ...,; ---'- 8"1 ., '--I'- I 1'- 4" I I I I ,~ 'N I I' !N: ~ i , i -{ I~- ~a, '" /, ~ -----1 I', ~ I ~ n TT .., ... ~ 'I /~ ~ BATHROodTA 4,,^ I " ~ 18-1031 ~m, '7',- ~ OJ 11' ,,~~ 11-4081! !;=A- -~ 'r ~ \\ ITA-. (~_II ' c--s-j ITA-2 I OL _U_ ~ T A-1( ~ c=J II '----080, I II I I I I I I I I I I I I I I I I I I I I I I _ ~ -.CLOSEI- _ CLOSET l]::1Q!J 03105'1 Jj- U~ 8 r - -r+:.7, rT" 6' -gJ2" /- _1/~B/' \4'-W ~VI~~ I J-- rx rx rx IX .. --' l@> (.,.I, I 13' 1~" BEDROOM 1 B-l02 1 -' - c..n, o I ~ . N 1- ;L. --'L -' ~----- ... rx IX Ix [X ~>\ X)< x>:' (.,.I, I ~ . o 0-!. 1 co . '/;;::YYXY v ../ >< - 1<' ,I r~~ rn I' --{ FOYER [[:J]I] ~ "'- \ Ix rx Ix 12'-5" ("N I' m . xY 1I,/'/ ~b-"" --' BEDROOM [BJJJ ==;c: o I ~ U! >- .,...> r:::' ~ ~ TYPICAL EXTERIOR X '-"!. WALL IS S1Yl.E pg UNLESS X ~ OTHERWISE NOTED ;< ~ ~ I '><11 r Keypkln A A SECOND FLOOR ,=S I~IIH I n r I I H H ~ ~/ ..., . , ~~ T ;;l. ---'""~ I r>-: I ~ ,,,,.j< /"', / CD ~~LARGED ~LOOR PLAN 0' l' 4' 8' WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A I~ SECOND FLOOR UNIT B SCALE; 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 ------1 I i I .a...e So ideo l'1 ).~ ('> ~ ~ \~t~. ~ ~....,...~,."" .1jf:'..,-,.\",.,.,.."'" 1\\ ~ l" . '1''' 'f ~ , l' ""/ 1l~' I..." ,; *?);U-:; .~~..- .'.,;" ~)..,-') '/ . ( ( -.' . C , ",,,,,..r,U,,,,-l<,,,r/ (,:'_~L~kA('~7-r" 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 M1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2003 THESE PLANS ARE COP'fRIGHTB> AND ARE SUBJECT TO COP'fRIGHT PROTECTION AS AND "ARCHITECTURAL WORI(" UNDER SECTION 1 02 OF THE COP'fRIGHT ACT. 17USO. AS AMENDED DECEMBEIl, 1990 AND !(HOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WEU AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 _~_ _'..n _.. _..I BPRC Submital: 03540 Date Plotted: January 10, 2005 ---------,--.. --'.----.. ...---.--- -----------------..--- --..- Date Issued: January 10, 2005 CONSTRUCTION DOCUMENTS Revisions: ,.._----'---~....,-_.._~~.._~------- A-406 XREFS: A..FP3 A_Units-2 A_FPI A..Units-3 LFum-3 TTLB A..FP2 A_FP-PEN A_FP-Symb A..SP S_Col-2 S_CoH S_Col-3-6 I_Fum-2 L_LS ,........,.. .. ,.. '.. .. ~ "",,- .... Ol ~ ci u .... ~ S'l ~ ~ <C / - C 0) t:: ::::l U / VI Ol c .~ o o ~ o o /E 0) 0 Olo- ~":'l: CCXl o..@ l~ -0- C~ ~~ ~~ L() .. ('I) C ~o 8-0 00) C'l;: /0 0.:0::: , , " .. ~ ~ (1)("') fT'1("') f') 0 .. ::::l""T'1 ~~ (I) .. 1'0,) =+ ');:-0 12: ~~ .. 0("') ::r: :::e .. ~ (I) o .. :B .. -i .. ", [2] I .."""""""'" "'........,..,....". .. EQ. ~ .. " " ,<, " " BALCONEY 1 B-127 1 , ~ BPRC Submital: Date Plotted: February 11. 2005 Date Issued: January 10. 2005 - Revisions: ill Addendum #2 - Feb 14. 200~ --- -' ~--- -" .. ~-, ~. ----- REV/SiaN 2 ADDENDUM #2 - FEB. 14, 2005 LlGTHING CLARIFlCA TlONS. ADDED LIGHTING NUMBERS TO COORDINA TE mTH THE SPECIFlCA TlON SECTION SEE SECTION 16000 LIGHTING SPECIFlCA TlONS PAGES 1 through 4 ", .. ~ " .. " .. .. .. " " .. .. .. .. .. , " .. I l."":~~, ' ,,: .,..' '.,:~~< "'j..,, ..........+~y~~ t~, ;I,~ ... . . 1"",1 ..~J~ ..' 6>;~~~' : ~ ~i~: '>'>1<~,,: ~~IJ~ Eill <>'-...<"'~"'" j I MASTER BEDROOM ~ ~ I ~"".' " , I::EOO ("') ;;0 It,. " ' ......, ~ "-.., ' : I C0 A ~ J,' .. ....~~.~~... I · I ~ Ie I !~ k~,<:.:., t:...~ - - -. [I j. III 'I",,' ~~:~......~1,<~' ......1, '... <~> .~t:, [ : " j I L ~ - -~ - ~ - c- T - - - :c :c1 f~ ....... , , . ,A?7-~~t.~~'>"~'" ""..." . ~--- ~-'1 ..." ' ~? 7 [:;:J I""........ -~ - , .~~rN ~ ,',"......" ~ to ' '~' N <D ' '" .. " " ... 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Xx^.. -"'-., '1< x;x ~^ > ~ '.' ~ <~x Xy>v,'< "'x, ^ , .~x xxxX ............. ^ / </~', ( x' / 0(>:,."x"! -~ :'....:':'.",,' " / , ',x,<,'/X',><X, ">, ><X,/,x~~ / ' ,/ xYv x V ";/ ....,^- ^, ",,-'xx ~>( /x/'/ k',> "<< X )< Xx >~ , ^ ^.. , " ,xx xx... )<y><......x k', '~' ~'>':,'\',,)::/YxX.:-<, >< " ',/, /...... ~>".. [/'./ IX' ><x /'/y\" , ,<>> ~>><~ , ,m ,-';' /" ;> >, >:.. / ,17- ('7::"',X./ x>, ,x, /\ i.:'>(!>:~>X~. /";x(x I'/i~ ~ "x Y>(>< ~"-/cx'x>< IX: "'- . x . I , ~ , \.' , ' /' ,g2 .~/ Q> / I / tW ,x)<<~19 .' .~ 0Cl , /'/<)" ~ ' ' i ;< CJ1. I Cl . I'l P .. EQ, 1 EQ , (TY~.) F2 ;,i '(TYP,)' I~ ~ CD -' ,n C0 C9 ~ I o . ..,.,. .. I I .. ", ' " '. "', ", ..., .;"... I~, '" ' , ... I I '-... "'" ',',',~! t ,~. f..'-... '-... '-..., ... :' ...." ...,.~ ".,". ", ',... '''.,............, , ' '...... ''A''... '-... !X///XXX~><XX//X////I!~,"...'" , " "-1 I., '" /'-~~ /'/ \ I ; ! CD ~~LARGED ~LOOR ~:l~~~~'-~~~:Pl~![DAT24XJ6 0' l' 4' 8' Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A " - \ '~~'ti"}f" :~ Qf' '. l'" \ ,~" ",,:,' (- '\ 'I\,''t? ';:, ..,. ~ ~ ll", ~"'/::: ~, ";1:. ~" ',,) ""'. '." j' '.i'{~!f. ",.> '~.,'" (j' ,1,,'" ;^" 1>" ttf")1'-'';'\, /.~ . . ,,,\~ "~"',,. '.~ <;,,,. . \~ :' ~~ ' ""t~\\ 1/ , ljll ~~i \ ~:l~" . , ~1'!); ,~'l.; ~ I?'-";> ",:' ij:'j, >, " ~~ >.I,:: . "~x 'M10012tOij$i.: i ". "~"'" ':"""\'~." ,.',"'.\\~/.S ,,\ ~I . i;- 0 ' >.. '. I :::;:: \ f f ~ t;= D " Ii........_ ~ ~ \....i :'I.~ 1,....~t&i~ ellt::"~ .f'1i, ,~ '~ ~' , ,~ ~ 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AAI785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 A A A A A ~~::<<~~"~ " "tZ5~') , "'.?~4~"1,€~4~.e4~d fL.,,?'a...Ml'Mf:~~ 02003 THESE PLANS ARE COPYRIGHTED AND ARE SUIlJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMSER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION Ii'lCLUDES BUT IS NOT LIMITED TO THE OVERALL fORM AS WEU, AS THE ARRANGEMENT AND COMPOSrTlON OF SPACES AND ELEMENTS OF THE DESIGN. THIRD-SIXTH FLOORS PROJECT NO. 03540 ~ , , I , I ~ " 03540 CONSTRUCTION DOCUMENTS A-407 XREFS: ^-.FP3 ^-.Units-2 A_FPl ^-.Units-3 LFum-3 ffiB A_FP2 A....FP-P811 A_FP-Symb A....SP S_Col-2 S_Col-l S_CoI-3-6 LFum-2 US LIGHTING LEGEND [I] BA THROOM FAN ~t~~ 'i,\,\, Q) JUNCTION BOX FOR FUTURE CEILING FAN W/L1GHT " \ III OECORAllVE SURFACE MOUN lED flUORESCENT UGHT lio~~L., FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) o ':~;;CESSED CAN LIGHT ~, sO RECE~ SHOWER LIGHT UL 0 UTILITY L1GHl;~~F ACE MOUNTED CEILING LEGEND LOCATE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWlSE LI eim ~:~:<::~::1 CEILING 9'-9" AFF -1-1-1-1-1-1-1-1-1-1 ARCHED DRYWALL SOFFIT 1-1-1-1-1-1-1-1-1-1- +i+1 + i + i +1 + I+I+i +1+1 I ABOVE MASTER VANITY -H-H-I-I-H-H 1-1-1-1-1-1-1-1-1-1- CEILING 9'-6" AFF ~ AIR SUPPLY CEILING 8'-8" AFF [ZJ RETURN AIR CEILING 8'-4" AFF [2J EXAUST FAN BALCONY CEILING 10'-0" AFF :0 -or-X FIRE SPRINKLER HEAD EXTERIOR WALL MOUNTED FIXTURE \~ ~ R- ~ ~ ~ 0:9- + WALL MOUNTED LIGHT (VERIFY HEIGHT) BA THROOM VANITY III I PENDANT MOUNTED CEILING LIGHT FIXTURE (BY OWNER) SURFACE MOUNTED CEILING LIGHT FIXTURE SURFACE MOUNTED BALCONY LIGHT FIXTURE ~.--J l~ Sl FIRE SPRINKLER-SIDE WALL INDICATES EXTENT OF CROWN MOULDING ... WALL MOUNTED ENTRY DOOR FIXTURE GENERAL NOTE S o DIRECTIONAL SPOT L1~T CLOSET LIGHT SMALL SPECIALITY PENDANT 1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS OTHERWlSE NOTED. 2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WlTH INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION. SURFACE MOUNTED FLUORESCfNr LIGHT UNDER CABINET LIGHTING cO CABINET ACCENT LIGHTING ~ CHANDELIER LIGHT FIXTURE BY OWNER - - -1- - - -1-1- -1- -1-1--1-1:""'1-1=1- -1-1- -1- -1- -1- - -1- - - - -1-- 1-1-1-1-1-1-1-1-1-1-1-)-1-1....1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-)-1-1-1-1-1-1- -1-1-1-1-1-1-1-1-1.-1-.1-1-1-1'-1-1-1-1-1-1 -1-1-1-1-1-1-1- J -1-1-1-1-1-1-1-1-1-1 I-I-j-I-I-I-I-I-I [-I-I-I-..;.I-I-I-I-I-I-I-I-I~I-I~ I-I-J-. -1-1-1-1-1-1-1-1- T.!..TJ..jJ..TJ..TJ..jJ..jJ..T1 _ IT~TJ..TJ..,J..TJ..TJ..TJ..,J..-I-J..TJ..,J..jJ..jJ..jJ..lJ..jJ..j ~ J..i.!..j.!..T.!..jJ..,J..j.!..iJ.. 6' 8" y rO MASTER BATH 18-1221 t I I 1.8 EQ,! , --t--" -{--- ~ I iA t~~ , jp' I I' ~-+ ...L...' EQ, ~ (ri~.)-' ~ ~ , t ,~~ "', ').. "'" ".. ", ' ",;,,, k '" ...., ~ '" " 'I I ,/,,/,y~,/,/,x/,/,/,/,T::-TTT:-7II", "- " "" ,,~ /</- ,', ;x..>("A ^ fX, J. ..A. / . .'''"', /0\, I '" "'" '-.. '-.. '-.. " ", 'i I '" "---- "-, I ".. ~ ''', ", ~ ~ ~I ~ ). " "" ".. ~ ~ ~ "-"" ~ '" " "... '" ~ '" ~ '" "" "" '.... ' ~~ ( /\! ~/ FLOOR PLAN - UNIT B ------- , , , 1_'1 · .ll -~~--- -- \- \' BALCONEY I 8-127 I f'Tl 9 ;~ '(~rT '< \" I ~ I . I f'Tl P 0' I' 4' SCALE: 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 ~ ci. ~ - N I ~ / - e ~ ::> U / en 0> e .~ o 'OJ" ~E (1)0. 0>::: o .. enN en_ ~@ l~ '0- cO ~~ ~Q I,() .. Me ~O g-g N; /0 a.: a: IK~YPkJn 1---------- --------1 I ! I I WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ',",:(,,'0."..'1 , i '6~ ':':/i ,',',..{\,'.~.".,~;"~'..",",.','...': ~ ",,'," ',' '" . . . ': ,.,:)';,'J'/.' . ~esidel1 ,.,- . (;'> f:~ I' (,...;1. rfi, :~'~","'< ~? '~l i "..'.'.. {f'" I " e , I (?P/fG~H"";;/ {f~;J.sCC7f" ~'-"----- ---'----~------I I PROJECT NO. 03540 L,_ ~,__ _______.... _____ A A A A A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 M1785 5365 E Cty Hwy 3o-A Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 THIRD-SIXTH FLOORS o 2003lHESE ~IANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT ~ROTECnON AS AND 'ARCHITECTURAL WORI(" UNDER SECTION' (l2 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMaER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 lHE PROTECTION INCLUDES IlUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS lHE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. ~ ~ . ~ BPRC Submital: m ill JAN 2 ~ 2005 "Iv Date Plotted: January 10, 2005 __________.___.____..___u .._.__________.__ Date Issued: January 10, 2005 ~ f ~ '" \~. 03540 (~~, - -------_..~---_._--_..__...__._--------~- Revisions: EQ. EQ. XREFS: mB A..Jn18ev ^-FPl S_Col-l ^-FP3 S_Col-3-6 / ~ '-. / / i / ~ / ~ ~ ''-.- \ / \ \ / I / / \ / I " " \ ~ EJ~ \ / ~/ \. / / / / \ \ / \. \. ,GRANITE COUNTERTOP i / STANDARD SELECTION WITH STRAIGHT EASED EDGE PROFILE 7' 0" 7' -0" . m I a, . m I 0> \~]' - I "-'~--'--~--'--~ ~ - \ n \ I I '\ 0 = l J 00 / , = / / I , ~ DISH I = WASiR b / ~ I = / '" / " / --~ --1 . 00 I 00 . 00 I 00 TRASH COMPACTOR J -,@I[] . o I Co . o I 00 \ 4= =~ H ~= =1 \ / 1c== '-. 6~EN ~ ~' . <0 I -:.r ~ / '<0 I ;.-, I I L [ II /~ = C~:Jl / - - --+- -- ---,- / / 2'-0" JGr 1 ~1'-oul 2'-6" @ KITCHEN @ KITCH E~E. 1/2" = 1'-0. @ KITCHEN KITCH EN @ KITCHEN SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 SCALE: 1/2" = 1'-0" CUSTOM WOOD FRAME (MIRROR W/ STAIN GRADE (-,ARCHED DRYWALL SOFFIT FINISH T A 108 CUSTOM CORBEL SEE (SLIDING CLOSET DOORS / ----[[II] ~---ITQTIQJ OPEN SHELVING r- OPEN SHELVING i l' -6" t 3'-0" / 2' -6" t / / / ,/ ~ ! / \ \ / 1/ \ Ii'- :;:,= = = ==7 ~ / \ '\ \1 ~, / I- . "<l- I 00 \ ~ 00 00 - \ - - . - <0 WASHER DRYER -..... I -;> -:.r \ - - - - \ \ \ \ \ \ \ \ \ : EQ 110 I : EQ I 9 I '-~====----------- ---------- ~---=-- '-- ------ -------:: ---.------...... ----...... ----......:::: / / ~ '~M ,..u:;= b = "I l J -U') ------~ // /~ // 1 l~ < / ) '-. ~, // ''-, '-./ I /' ./'~ I g Cill:TI\ / / / / / ./~ LRECESSED CAN LIGHT ABOVE SOFFIT / ;? . 00 I '" '\ \,\, . m I a, 'O:l I Co . C() I 'c() ":q.. ~ .00 I -r-.... "co I 'j-...., \ \ \ -=@ o o o o " / '" o o b-- \ \ \ ~ ~ // / / ,// o o // o o '--- '---" ~, '--- / '--- / ~ 1 L 1'-8" MASTER BATH 1'-8" 1'-8" l' -8" l' -8" l' -8" o B~~.~/2" = 1'-0" @ LAUNDR~LE 1/2"= 1'-0. o LAUNDRY @ SCALE.' 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 EQ EQ ------I \.. r ;i T 14 I VANITY WALL SCONCE LIGHT - TYPICAL L 2 VANITY WALL SCONCE LIGHT L / MIRROR - ,,--[K]IQ6] --{]ill] TYPICAL ~ ~ SEE INTERIOR SPECIFICA TION , II "" "~, ".11 II i Ii : il ----.----..-+-----..---.--..11 I ill , I' TYPICAL I I I - ~ -..,.., ! /r--FRAMLESS SHOWER ,/ DOOR / k// 1\ ". i.-_ W -~ --{]A]]] '" " .. '''-... Q Q , / +---t ' ,-A{- ~/r~-{J]]] ! i / I 1/' / , "~______L_,,,,J,_ _L r/ 'r"-""-/(""-.."'~-' I / I i I)!'-~ ..~1 1/ , I ' ['\ , , '\ ' I - ,1 \;--- i.. - l llf"-" 1 -'\ --~ - T - , I \;1 i !~[\ ! -! - ~I ,,\ ;- I ~ '\ I i I '-l i ! 1'\ -~- " ,,-', ,....,,4,... \ \ DRYWALL PAINT \. \ " '" I.. , , (..-- I i '1 II I, I Ii "! '--j'''' --1-" -il I' II i ' I ' 'I it+"--!i il , , I II "[--~- 0 "'-1"---11 i I!I r ---~- - r----'i ..- --.". 'T-' )_.~,.+--- -.' ---;--11 __, 'LI__ILL ,1,LL ,:-UL..; , 1 : Ii I I ii i I !I -, --- '-+ "_'___1,___,___1: , ! II ,..l... , I', U ! " ,--DRYWALL - PAINTED \ SEE SPEC. ~ ~ I-~ f.. c 'c() I 00 00 Co I r CXJ I L . co I i:o TYPICAL . U') I N \ / , 00 DECK /// "'/// - .." ' . U') I 'U') @=- @=- 1l \ \ o ~====~====} \ ---;r-(S' I \ / I \ I 1:== ==r "'" \ / r" / ~ ~ I i I 1/\ L PROVIDE ACCESS PANEL FOR WHIRLPOOL TUB AS REQUIRED BY MANUF., I o '~ ~ Ql /". '\ " i- (p , , b I '" 7 T ! I o ~ u :> Q) Q) ~ ~ ..( / - C :g ::> U / '" Ol c .~ 2 Cl ~ BE /0. Q)-o Ol_ o ., ",('.I "'- li.@ ULl') 58 ~('.I u- CO ~~ ~Q Ll') .. ~c /0 ~~ /0 a.: a:: .Lb' ~I---' /' @ o .- -- ~ I I / / / o \ / / I Y-if I J-,-- -------------+ J l' -6" _-+ t. BATH 2 -0 1-0 t. CONTRACTOR TO PROVIDE DETAIL FOR ARCHITECT'S APPROVAL. t. 1).2" 1).2" CD BATH o BATH @ BATH 0) MASTER BATH @ SCALE: 1/2" = 1'-0" SCALE: 1/2/1 = 1'-0" SCALE: 1/2" = 1 '-0" SCALE.- 1/2/1 = 1'-0" WHEN PLOTTED AT 24 X 36 SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 l I I BPRC Submital: 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A Keyplan Date Plotted: January 10, 2005 _._.'~'-----~---'~------'- .._.._----_.._--------~-_..__. ---.--------'--- Date Issued: January 10, 2005 ---,--_._,...'------,-,...._--_.._'---"'-' ...., _,______,_~_____.._...__m_'_'_ 2..esidet) ~ ,.'., <::>~ t; ~.. ~ ';, r '.s. .~ .I"r,'..".. ...Z ~.,J,"l." ....' ? I ,'o/ljIJ (''':5 ~X'/- ..'*' ((:5 ~" -') . ~ .~mudar<'/ "-~";"k1?"'- i PROJECT NO. 03540 I L ,_______.._______m: CONSTRUCTION DOCUMENTS Revisions: A A A A A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 85D-231-2057 Fax 850-231-3553 , - ,_______,,_m_______,,_,________, A-4GB __,_..___u_____..,., ___ _____________u \>: ' --~-----,----.,........_..,' ----...- --,-_..- I I I I__~--- THIRD FLOOR ---,-----,-, -----' --, ----' o 20031HESE ~lANS ARE COPYRiGHJID AND ARE SUBJECT TO COPYRiGHT ~ROTECOON AS AND 'ARCHITeCTURAL WORt(" UNDER SECTION' 02 OF THE CO~YRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITeCTURAL WORKS CO~YRIGHT PROTECTION ACT OF 1990 THE PROTECOON INCLUDES BUT 1$ NOT UMlTED TO THE OVEIlALL FORM AS WELL AS THE ARRANGEMENT AND COMPOsmON OF SPACES AND ElEMENTS Of THE DESIGN. ------..-..-.., ..----- -..-..___...._1 Ol ~ -q ~ ~ I 1 / - C (I) t: ::> U / '" Ol c .~ o ~ 8E /a. (l)1.t) 010 o .. ",N "'~ ~@ ~~ u- CO ~~ ~Q I.t) .. ('I)C ~O 8-g N:: /0 a.: 0:: XREFS: A...FP3 A...Units-2 A_FPl A...Units-3 LFum-2 LFum-3 mB A...FP2 A...FP-P8'ol A...FinishL A....Dims A....FP-Sym S_CoI-2 S_Col-3-6 b UNIT FINISH SCHEDULE UNIT C WALLS CEILING ROOM NO ROOM NAME FLOOR BASE N S E W TRIM MATL HEIGHT FINISH NOTES C101 FOYER T WD PT1 PTl PTl PTl PT2 PT2 NOTE J NOTE 4 C102 HALLWAY T WD PT1 PTl PTl PTl PT2 PT2 NOTE J NOTE 4 C103 CLOSET T WD PT1 PTl PTl PT1 PT2 PT2 NOTE J NOTE 4 -~ C104 MECHANICAL T WD PT1 PTl PT1 PT1 PT2 PT2 NOTE J NOTE 4 C105 POWDER BATH T WD PT1 PTl PTl PT1 PT2 PT2 NOTE J NOTE 4 &: 7 C106 BEDROOM CPT WD PT1 PTl PT1 PT1 PT2 PT2 NOTE J NOTE 4 -~ C107 CLOSET CPT WD PT1 PTl PTl PT1 PT2 PT2 NOTE J NOTE 4 ..~ C108 BATHROOM T CT PT1 PTl PTl PT1 PT2 PT2 NOTE J NOTE 1,4 &: 7 C109 BEDROOM CPT WD PT1 PTl PT1 PT1 PT2 PT2 NOTE J NOTE 4 -- C110 WALK IN CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4 C111 BATHROOM T CT PT1 PTl PT1 PT1 PT2 PT2 NOTE J NOTE 1,4 &: 7 C112 LAUNDRY T WD PT1 PTl PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 &: 7 C113 MASTER BATHROOM T WD PT1 PTl PTl PT1 PT2 PT2 NOTE J NOTE 4 &: 7 C114 BATHROOM T WD PT1 PTl PTl PT1 PT2 PT2 NOTE 3 NOTE 4 &: 7 C115 TOILET T WD PT1 PTl PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 &: 7 C116 LINEN T WD PT1 PTl PTl PT1 PT2 PT2 NOTE J NOTE 4 C117 CLOSET CPT WD PT1 PTl PTl PT1 PT2 PT2 NOTE 3 NOTE 4 C118 CLOSET CPT WD PT1 PTl PT1 PT1 PT2 PT2 NOTE J NOTE 4 -- C119 MASTER BEDROOM CPT WD PT1 PT1 PT,1 PT1 PT2 PT2 NOTE 3 NOTE 4 C120 KITCHEN T WD PT1 PTl PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 C121 LIVING/DINING CPT WD PT1 PTl PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 ~- C122 BALCONY T - -- ------- - --~~-- ,--~ c.J1. o -'I<- X IX IX IX y SPECIFICATION KEY CPT CARPET VCT VINYL COMPOSITION TILE ,- WD WOOD PT PAINT VB VINYL BASE WC WALLCOVERING T TILE ST STAIN TA TOILET ACCESSORIES EQ APPLIANCE -~- GL GLAZING ..- S STONE ACT ACOUSTICAL CEILING TILE PS PRE CAST STONE SI SPECIALTY ITEM NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. GENERAL NOTE PX' FOR PARTITION TYPES SEE SHEET @ A-521 ~ " ~ . ~ eI~ 3'-1~" ~- ~ .I.. ^ f?) y H 1- 5'-4" ~ -'~ FOYER x I'~ X ~ ~ N ;x. I' rx ~. rx -' m I ;S;: . ~ .., I I ;:k . 15' -:V2" 8 I I I TOILET ACCESORIES NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. ITEM # ITEM MOUNTING HEIGHT A.F.F. ITA-l I TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT -= ITA-21 18" TOWEL BAR ----.a. 54" TO TOP OF UNIT 1--, ITA-31 24" TOWEL BAR .L .. 54" TO TOP OF UNIT 1-= ITA-41 30" TOWEL BAR ... ... 54" TO TOP OF UNIT ITA-51 TOWEL RING ...... 59" TO TOP OF UNIT --= ITA-61 NOT USED -- ITA-71 SHOWER CURTAIN ROD - 6' -6" TO CENTER OF ROD - ITA-a I NOT USED L-: ITA-91 SOAP DISH CJ 44" TO UNDERSIDE OF SOAP --- DISPENSER ITA-101 MIRROR ~A-l~ MIRROR ~A-1D~ MIRROR 1-, ITS] DOUBLE TOWEL BAR .L .L 54" TO TOP OF UNIT 1-= ITA-121 GLASS SHELF I I 54" TO TOP OF UNIT ITA-131 RESIN TOWEL BAR .L .L 54" TO TOP OF UNIT ~ ITA=15l SURFACE MOUNTED SOAP DISP. fTA=16l TOILET TISSUE CABINET [TA=17] PAPER TOWEL/WASTE jTA-laL SANITARY NAPKIN DISP. .!TA-19l 42"GRAB BAR ITA=2<iI 36" GRAB BAR .., ~ SOAP ISHAMPOO DISPENSER 2 PER SHOWER HEAD FINISH NOTES 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & BATHROOMS t2f ~,' . 'I' 'to;; ~v~'- ,~ \" " DOOR NOTES 1 PROVIDE CLOSERS AT COMMON AREA DOORS. 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 5 REFER TO SPECS FOR DOOR GLAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS. 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS. 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" OF DOORS. 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL 'WALL, EDGE ZONE" IN REMARKS ALL OTHER DOORS 'WALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR LEGEND DOOR & FRAM E --_._-- -'!J.D WOOD '___m HM HOLLOW METAL -- ---- AL ALUMINUM -.. GLAZING __un A IMPACT RESISTANT GLASS B FIRE RATED _____n__ C CLEARED GLASS -, 0 TEMPERED GLASS IXII f(, Ai UNIT DOOR SCHEDULE DO~R C101 C103 C104 C105 Cl06 C107 C108 C109 C110 Clll Cl12 C114 C115 C116 Cl17 C118 C119 C119A C121 SIZE DOOR TYPE 1-3/4" G ,,- 1-3/8" B ,--1---- 1-3/8" 0 ..-f---.. 1-3/8" B 1-3/8" B --- 1-3/8" E ,~--- 1-3/8" B 1-3/8" B 1-3/8" B ....- 1-3/8" B 1-3/8" B r- 1-3/8'" B 1-3/8" B ,-- 1-3/8" B 1-3/8" B - -- 1-3/8" B 1-3/8" B ---f-----,__ __ 1-3/4" J t---' 1-3/4" K --f--- 3'_0" X 8'-0" 2'-10" X 8'-0" 2' _3" X 8'-0" (PAIR) 2'-10" X 8'-0" 2'-10" X 8'-0" 2' -3" X 8'-0" (PAIR) 2'-10" X 8'-0" 2'-10" X 8'-0" 2'-10" X 8'-0" 2'-10" X 8'-0" 2'-10" X 8'-0" 2'-10" X 8'-0" 2'-10" X 8'-0" 2' -0" X 8'-0" 2'-10" X 8'-0" 2'-10" X 8'-0" 2'-0" X 8'-0" (PAIR) 10'-0" X 8'-0" 14'-0" X 8'-0" -f--- -t ----i- --~----~,-l~~~~-- f--- I i ----+. I NOTE: FOR DOOR TYPES, SEE SHEET A-60 1 TYPICAL UNIT DOORS ALL FLOOR LEVELS FRAME TYPE HM3 WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD AL AL rT LABEL ~~tE t----H'FAn----fETt~JR -TUCt:'C-"- ~~WR REMARKS 3/A-501 1/A-501 2/A-501 19 SEE SPECS -,----,-- -,- --- '-'------,.._-_.._-, ------ _....._-~..----'--------~ 3/A-~35_n_, 1/A-525 .._.3ff\:-5_~_ _ 23_.._L_~_,_________ 3/A-525 1/A-525 2/A-525 20 i --,- --....---- ,..------,- ,~,---- t, -.. -..-----..--,------..--- 3/A-525 1/A-525 2/A-525 21 I 3>A-5-~~"~-:~ 1/A-525 -- ~_ ?LA~52~ -_:_~i- -r- __-=~_=~=-=~ 6/A-525 4/A-525 5/A-525 22 i 3/ A--52-S-- ,~il A-~25 ~=~~ji~-~-5:~_-_c--~TJ~-..~-=-==::=~=-==~=~ 3/ A-525 ___] / A-525_ ___2Lf\.=-52_~_n_ ~,_+,____,~___________ ,___ ]LA-52~ ,,]LA-52~.._ __.?!~=~_2~_.. __.?_3.__+________________ ~~ :=~~~--- --~ ~ ~=~~~-~ --i5:~;i;-- - --;: -t-----------------------~ ..--.."-- -- _"__,_ ,___ __n_ _~...._+_-,-------..----~,--..-,- 3/A-525 1/A-525 2/A-525 21 -, ,----- ---'-',,-_.._---.._--- ---, ~----"---"-'~------ 3/A-525 1/A-525 2/A-525 21 -.. ...--,..,-,'1------ -, '~-_'~__nm____ 3/A-525 1/A-525 2/A-525 23 ,n_______,,_ " --/--_________n 3/A-525 1/A-525 2/A-525 23 '____'_'_n_ ..,,- ,__..___ _,____ '_'_____n...._' ,~"..__ __..,__...._'____,______ 3/A-525 1/A-525 2/A-525 23 ..,-- ___n_,.." ---'f-----,- +-- '--,,-- '__,_, __ "-f--'~--, __"_""'_____ 3/A-525 1/A-525 2/A-525 24 i "___'_n'~_ _____n___",_,______ _'__'__+'_..___..__~..._"____ , ~3~~:~~ r~:~: : ~~ ~=:~L :~=;g- -; ~I=-=- -=-=---= ,--,---,,,t---n-- ..- ----,,----, ,-- --~'--'t---'---..--"..------'-~--- --~===+~==--====---== ,--=-( ~- -~-=--= -= ...-. ,..,-,,--,-,.. ...,+..-_______...._n_1- --'-, ..-__,..___ _ +____,_,_"!_'_n_, '____,.. ___"___~____,_ =-==-t------- --= - ==--=~==~== ~=-~r =---=--= -- == NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR '", " ~"7 I /... " /" / /,,'/...-7\ I '.< ----T~ I' ~ \~ ~ . 1.....-_ ___----'... I o. to . ~ ~ . to . o. NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA UNIT C .._-----~ 00 f2-(jtl-Rft-\itl"f~ ~ o u;; UDU; U E/ u; J:-;:'~005 I ~ -"" " .J I)EV$", M~Nl S,EfiV1CF$.DEPl OITl( OF Ql..fJiniAlAf~~ en I I ../ XXX K X xrx'>><x >< >~><;/ X:X X ,X X X'X X yy, ,/ j<Y1 I _;.. I>< ~ lYPtCAI. EXTERIOR QU g.~SET I" T~( 11'1" ['. .', 'c, I, I>< r' ~~~=N~~~SS V ~tfill c-_' (P2)nr:;' ~',\,\\-\ LTA-41 Bf~~~~~M P12 r;:> · BEDROOM ':' I _ __ _ [lAC 71 0 =- / /~=- \ ]~) ~ P4 1;- 12'-5" I C-'06 I Ss 2' -b" ITA." I 6'~ 1 oY," (~._) =: 6' N" %)~" 3'-10' 1 ~' [1A1; i ~~) ITHJ r' ~ 2 'c ~~~ ~ VJ V - A-411 TAl \. a I I I I I I I I T ~. 0( "'r;;, c-- -j 1 "= / ~ BATHROOM~. I~ '- __ I t / :;:;1< I ',,~ rllll:+- <.n ~ [;J "'m y ,. :'J ":.' PO~A TH / ~ I C":'104 1 '€( !~> LI I ~8HA~ ^ /~_ I~ IC-1021 V-41Y ~~411 "";;-___u_ 2' -6t2" '8~ - ~:~ i '\ 87' I c~i~o I ~ ~~Y ;)5 r-...., ,- [Bill I €]) 5' I~~ _IB:C I[~ I~ ~A-4 TA-4] I :' _ _,' f:~~,~~M ~ Q 4 A- 11 ;",,' ~ ~"" @:~2...](r~~~ .~~_ ~;J@"lDal =] @> c.J1 ," o BEDROOM I C-1091 -'I<- IX rx IX X rx N, I 00 . 'I I Keyplan --I A A A A A SECOND FLOOR LINEN I C-1161 ~~ c@)-u ,< I TA-5 I .... II ~ ! (c116\ 3'-9" V 'C.J 7'-8" m I~ 8 I TOILET I I C-115~ I!l - Cfll ~ I II III 0)- W1 A-411 72'-Y2" T ~ " c.J1 5'-3" 2'-5" ~1'-6" -----t-=- '1 1\ 1;11 ~ LVJ I y'" Gj I I I I I ,~ ~ 15 12 14 A-411 ~ KITCHEN I C-120 I II 1/ I : 1TA=91 I TA-7 I I n II oUo VJ I' ~ . 080 ID-U+- - N " ~ . I I -I I I I C;~ ~~ I SLJ '--L] '" ILII~l ,_g...J ~ \, ',' I , , I I 7' ^u" ~ -~2 / BA THROOM ~ ( I I C-114 I . ~ 8 \.. 8 -r 8~:V ~~ CLOSET ~,~ CLOSET rr:iT7i ~ CBJI] - 8 16'-7~" BEDROOM CBJI] " I I I ~'-1" 8 1 ~ L/~" I 'II II N I . lYPtCAL INTERIOR '!. r::::\. WAll STYLE UNLESS \..!!Il OTHERWISE NOTED I I I ~ly, " 4' lly, " 31' -6t2" N to I' ~ L1VINGLOINING ROOM [Gill @)- I I ,~ '1 'I @)- CD ~~LARGED ~LOOR PLAN - 0' l' 4' 8' WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cfy Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 02003 THESE PlANS ARE CQPYRIGHTB> AND ARE SUBJECI TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORI(" UNDER SECTION 102 OFTHE COPYRIGHT ACI. 17USO. AS AMENDED DECEM5ER. 1m AND KNOWN AS ARCHITECTURAl. WORKS COPYRIGHT PROTECTION ACT OF 1m THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. ---I I ...---,.-. -----~------' ~/-- ~ ,~.:. ------'I<' - ~ \\.....::..._ I ~ O. , VJ, e N I . ~ . o I' ~ . 4' I. ~ --'j.~ / -' BALCONY v N I C-l22 I / ,- '>< '! P9 - ~ -' lYPlCAI. EXTER~OR / I WALL STYLE UN S OTHERWISE NOTE -- I I m I' ~ 8 ~ I . ~. I 1;;0-' /' I' 'x' ~ " / x: v',/ ~ UNIT C SCALE: 1/r = 1'-0" WHEN PLOTTED AT 24 X 36 I~-- I I I 03540 ... /, .' rv V) 'i\'~\"'n""'::'" :";""f.__._", ' ~ <I,:, ,t . -'-I I I I I I I --l od I ~e&l eQ I ~ lJ'" ('>~1l ! ~ Irz~r~ ~'.. ~ ! "V/~: I I.,' I (- ~;:)/f/"-'- ., I.; <<:;~) ') I I 7r//;::;:~~o'"::_Ma?~.1 BPRC Submital: 1-----, ---,-~ ___.. __________ Date Plotted: January 10, 2005 _..__n______~...._..__, .._ _.. '...__..,__________.., Date Issued: January 10, 2005 CONSTRUCTION DOCUMENTS Revisions: - ----- -----..,-'----~____~m_,__ _...._,-,-- -- - --- ..,---_.., -,- ,---- ---- "--.. ----,-----,- ,-_..,--, -, ----- .._--- ,..----, , A -409 I---,~_ n__ XREFS: A..FP3 A_Units-2 A_FPl A..Units-3 LFum-3 TTLB A..FP2 A_FP-PEN A_FP-Symb A..SP S_Col-2 S_Col-l S_Col-3-6 LFlKTl- 2 US ~ I r- I 00 '< '< " r- I (Xl '< " & L I G H TIN G LEG END LOCA TE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE CEILING LEGEND , ' ^ '< <>~~>-~X'>\ ^. '< " '.i""'.., .' ........,.... ...,---- " ,,' , ~ ~ ~ ............" , .............., /~~, /// \) 4' 8' SCALE: 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 REVISION 2 ADDENDUM #2 - FEB. 14, 2005 LlGTHING CLARIFlCA TIONS. ADDED LIGHTING NUMBERS TO COORDINA TE WITH THE SPECIFlCA TlON SECTION SEE SECTION 16000 LIGHTING SPECIFlCA TlONS PAGES 1 through 4 , , x x.. ~; ~ I I" ' ^ '" ? ,,,^~,,\/ ":," .. .. ",rD ' r ^ ^ A L~ ' ^ ^NN' . ),..: ' Ol ~ ci u ..... ..... <';4 ..... ~ <( /' +- C (l) t: ::> U /' Vl Ol c .~ o . Ci "'<t o o /'E (l) 0 Ole-. ~':'l: "'to ~@ "01/') ~~ "0 - C..... ~~ ~.2 I/') .. C"') C ~o 8"0 aID "':: -:,":,g a... a... [I] Q) L-xA BL-XY L-xA 8V-XY L~-9- L-xA BL-XY L-xA 8L-XY L-xA CL-XY CLOSET LIGHT ARCHED DRYWALL SOFFIT ABOVE MASTER VANITY AIR SUPPLY CEILING 9'-6" AFF BATHROOM FAN EXTERIOR WALL MOUNTED FIXTURE k":> ~</' ". '/'1 rX;;-'/" <,9,~ xx >';>;0;<1 CEILING 9'-4" AFF ~ JUNCTION BOX FOR FUTURE CEILING FAN OR LIGHT WALL MOUNTED LIGHT (VERIFY HEIGHT) SA THROOM VANITY , " 1 / / ", ///j ://, ;.</1 I' . . I I~ 11----,1 l L__---l STUCCO FINISH ON UNDERSIDE OF U -or- X FIRE SPRINKLER HEAD SLAB SEE DETAIL 11/A-505 STUCCO FINISH ON ARCHWAY SOFFIT .&. FIRE SPRINKLER-SIDE WALL SEE SECTION 2/A-310 INDICATES EXTENT OF CROWN MOULDING RETURN AIR CEILING a'-8" AFF [2J [2J EXAUST FAN K~=~ III III DECORATIVE SURFACE MOUNTED FLUORESCENT LIGHT I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) SURFACE MOUNTED CEILING LIGHT FIXTURE CEILING a'-4" AFF SURFACE MOUNTED BALCONY LIGHT FIXTURE L-X I KL-X L-X~ RC-X Y RECESSED CAN LIGHT WALL MOUNTED ENTRY DOOR FIXTURE LS~ CO RECESSED SHOWER LIGHT R~=~ e DIRECTIONAL SPOT LIGHT L-X"..b BL -x T SPECIALITY PENDANT R~=~ e DIRECTIONAL SPOT LIGHT L-X RC-X 0 CABINET ACCENT LIGHTING NOTE S GENERAL II L-X ~ PF-X ~ CHANDELIER LIGHT FIXTURE BY OWNER 1. 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I X t\~~ '" ~~~ "x~~"""">~'~X':-~ :'X:,_ ", ~ ~'" '< ';j ,x, -:- J x' <~'-~~~~<_...~,<..;h:"x,........';:", <"'><<,>> :<>~"..<< ~c~" " X ., ".),'<.. ',.' , ';<' ,: ' .. ,-" , ;:Q 0,.... I 1 , 0): ,~ , ,'............""',,, " I', ',. '~I-_-,I : . , ,", ,.~ ,11 A 1:: , ^," "i IYI ~ ~ :~""",.I ~ .J , ~%( ~. .<~:. : " ' '::~;; '."',.".' >,,' '," ~ ,^, i\ "~..:.,, /" ?> ^', / "- ' . . . .. .~~.~ l~ , , , .... <' , , .' s ,:::0.,- ,,'~~ ,.(0) , " :;:Gr , ,? j ,.: ~ ~ " " .. . . /<-"'::',7/</// , >, ,\ j " x. ), '-' , / ^, ,. . , / /,:< .. ... I ENLARGED FLOOR PLAN - UNIT C ,--~/,,- Keyplan C>2Il00 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED OECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WEll. AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, .1..'1 " i\ " ~o '_ , l" ,:~.:~.; , ~":,~&~., "\j,, ,\..~, '.. , ',' ;"j' '.I~ '~'~\'f" '. ' " . "' ."f' ',d ~ EQ. '< /""'\ \.. ..ICD ,.... ,.... 1 1 ~O)'< '< , ~ BALCONY , I C-l22 I '.'.''! ---' '< " " #'" ~ 9 ~ Ee. EQ. " ~ " (t{;- " ,.... I'- I I ~ (Xl '< ~ " , S ' ~ ~ ..'.'""" ---' " ...',' -~ideh ,""" '", ~,C'\ ' '~ ,J"fitl '$ ~ ~ ,~ ~ "*~,.,,, '/"'~*'- h~'~1-'~ "") ,LA /\" ,,',' ,."', " ~.u' , , I - , e""""';''''''':6t:e,,ee l!It,~, a~J<<:~;(Jft i 0' :{.:.-. PROJECT NO. 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3Q-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 A A A A A SECOND FLOOR ~\ li~":-' r'~' ~\'. , ........e<t ;~(),\I-,:\ ,. , '0- ~ \.. ~....-\ C ~ . \.J ~- .,..) ~ow~ \ \ BPRC Submital: ,~ Date Plotted: February 11, 2005 _._~- Date Issued: January 10, 2005 Revisions: --~ fA Addendum #2 - Feb 14, 2005 - ~ 03540 CONSTRUCTION DOCUMENTS A-41 0 XREFS: A...FP3 A...Units-2 A_FPl A...Units-3 LFum-3 TllB A...FP2 A...FP.f'EN A]P-Symb A_SP S_Col-2 S_Col-l S_Col-3-6 LFurn-2 US LIGHTIN(; LEGEND "- [] 'ATHROOM FAN '" If Q) JU~1l0N BOX FOR FUTURE CEILING FAN W/L1GHT ~. '~,~ DECOR~llVE SURFACE MOUNTED FLUORESCENT LIGHT 'Ii, LOCATE L1GHllNG AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE CEILING LEGEND ~ EXlERIOR WAll MOUNTED ~XTURE Al WALL MOUNTED LIGHT (VERIFY HEIGHT) SV\-(' BA THROOM VANITY -R- PENDANT MOUNTED (BlING LIGHT ~XTURE (BY O~ER) A SURFACE MOUNTED CEILING LIGHT FIXTURE SMy -.A. SURFACE MOUNTED BALCONY LIGHT FIXTURE SLY ^ WALL MOUNTED ENTRY DOOR FIXTURE my' cf?-- CLOSET LIGHT +- SMALL SPECIALITY PENDANT C~ CEILING 9'-9" AFF m~tHmt~W~m~: ARCHED DRYWALL SOFFIT ABOVE MASTER VANITY AIR SUPPLY CEILING 9'-6" AFF ~ [ZJ [ZJ III I III ud CO sCO ULCO ~~~<;~~ "\, \. ~\ FLUORESC~J LIGHT FIXTURE (LAUNDRY LOCATION) ,'. CEILING 8'-8" AFF RETURN AIR CEILING 8'-4" AFF EXAUST FAN \.''. RECESSED CAN"d.lGHT -'" I;, RECESSED SHOWER'\fGHT L~ rr=-=~ L::._=---=-~ 51: -or-X FIRE SPRINKLER HEAD BALCONY CEILING 10'-0" AFF -.;;~, . ;'f." "\i UllLlTY LIGHT SURFACE ~UNTED "'.j ", INDICA TES EXTENT OF CROWN MOULDING A FIRE SPRINKLER-SIDE WALL ,. ~,'< \( v o () II DIREC1l0NAL SPOT LIGHT GENERAL NOTE S ",,- SURFACE MOUNTED FLUORESCENT L1~~, '\,\ ,,>, -". 1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO REVIEW SPECIFIC L1GHllNG LOCA liONS WITH INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLA1l0N. cO CABINET ACCENT L1GHllNG UNDER CABINET L1GHllNG " -",., @t CHANDELIER LIGHT FIXTURE BY OWNER ''), ;:1i- . ;:';y "~~ ~", ,.\, ~. ~~~~ ~ ~"~ ~"-'," ,>,J ~<"-,,"-,,-~'"'"(<'< '.: _! ~---------------I I I I ~- I I 0 <.0 I I BEDROOM ~ :r.' I I I C-119 I ~ x I ::0(0 I ~~. I I @ g~ I ~~ I -t)> I L ........., -----~ ~'I I ~ I I I , L--_____==--J ~"-, '-"" "'... ~ ..., , ' , ''',' '... "- ",," '" "- ,~- ... ... "<\~">"';>"""-..."-...""'" ~"<~,,, "" ... , ... "-,....... ....,,,"-... , '........"..."... - -:..- '-' 8'-'-- ~-~~ ...::. - r--I -~ I I I I : l <.0 : ::0 :r.' I ~:. I "',^ ~" il ~ : , ... .... ... ... I ~"i~(~ i ~ II " ..." " ....... "-... " ".. ~ ...~,,~~....<~... I .~,.~, T I , ", " ..... ", .... ' I . '-. . I '.... "- ..... "" L. 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""'" -''''-'' ""'" ~, '-..._'" "x,,,, --', __", B , J~---I ___'of. -+ ~ ''''",= ''I..;..~~..,. ...~ (;~ ~ ENLARGED FLOOR PLAN UN T"'~\~ I 0,,), CD ~- 0' l' I 8' SCALf: 1!t'''''E,,!,-O'' WHfN PLOTTED AT 24 X 36 4' ~ r ri. ~ N I ~ < / - C ~ ::::> U / '" 0> c .~ ... o ~ 8E Q;c. 0>- 0":': ",N "'- ~@ ~8 ~N "0 - CO ~~ ~Q It') .. 8c /0 g-g N::: /0 a.: a:: .J~~ .\ r~YPlan ---------------.--.-, WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A I--'~- BPRC Submital: 03540 ~ - -_..._-_._~_....__._.__.._~~-_._.~---...._.._--..__.~ ------------ Date Plotted: January 10. 2005 _._._--~---_._--- --------._----~.._-_._.- . - '-----.- Date Issued: January 10. 2005 d.ea,ide-tJ )..- ('t(~ e ~,. 1\ ~t \~.. ~ "')'~ ~ !~,~< ? ~.".. ~ '~)"kl". .",--- .. <<).::)') (:-Y'l~,u-rhL'r"rr/ ~_~_:;y'- r~...k;r'7 reo i ,,-- '---~------'-~.._----j PROJECT~O. 03540 _u _ ..1 It' : ''1 t~'\) .~"',"~.,",".,'.,',.,'..'..,.",,'~ l' ' ;.,Ii" !i,(!.J;'- ",y-, .c"..... ~.t~' ': . 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3Q-A. Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 Revisions: A A A A A B H - -~--------_._.._... -..----,- -- ----- -.--. --- - - --------.- _.._----.._---_...~_.._--- --- ----..-----.... o 2003lHESE PLANS ARE COPYRIGHTB> AND ARE SUBJECI TO COPYRIGHT PROTECTION AS AND 'ARCHITECTURAL WO/lI(" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS A!lCHITEClURAl WORI($ COPYIl1GHT PROTEClION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERAll FORM AS WELL AS lHE ARRANGEMENT AND COMPosmON Of SPACES AND ELEMENTS OF THE DESIGN. SECOND FLOOR I ~~~--~_-.J I L_~_~~___ ------------ ~--_.,-_.._.._------~ _"J ------_.~_.__...._---_.._----_._-_. - --- --. "----- ----.- -... ._----------.. l -> Q) Q) g ~ 1 / - e ~ :> U / '" Ol e .~ o o ~ ~E Q)o.. Ol~ o .. ",N "'~ ~@ "Eg ~N u- eO ~~ ~Q II') .. Me ;?-o g-g N::: /0 n.:a:: XREFS: mB A.Jntl3ev A_FPl S_Col-l A...FP3 S_Col-3-6 / '" " ~ \ ,/ / KITCH EN / ~ ----~- /' " / \ \~ / 00 WASHER / // / / \ "- ". / / / '\ \ 00 - - - DRYER - --- --- --- /\ ~ / / - . <C I ':.t --- --- LAUNDRY SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 CIJTI- DRYWALL -_~ PAINTED \ SEE SPEC. ~ I 00 Q) <t (]) BATH U //~ / " / / (( \\ '\., ''''-'-- " / ~ L---- 3' -0" ~ I '7, EQ, '~ / / \ ITQJTI- \\\ / . 0'> I <:n . CX) I 00 '0 I Co \ 1== =~ ~ ~ \~,,-= =1 \ / ,/,,/ '- '-. ~/ '-, ',-- ',- "- ~ ~ / / EJ~ ,I t 16~N I [=--=-~-, C:~~J SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 KITCH EN // . / / ~o== :- I- c.:..-:= = '\ "\, ,~ ,~' I . to ~ I 'I"'-- -~ . to I -:.r /1 r 0 I I L-~/ ... ;.--, ! ~ ./ ~ I '...... /,/ .... .1 . co Co 1 o LAUNDR~L[. 1/2"= 1'-0" '00 I Co I I II ..,'-+ -l-j, ---11 i ! ! II ;--------{]ill] .. '--) , , -..- r--j---'-IV -r-+-11 ---i..-- ':-1--'11 I I ! II L- , - -t _+'_:1 'I 'I' [j~i I , I ' I II , ! ! I Ii ~LJ-T+TTT+I'LTfT}Tll----"-i ! I ! i Ii I ! ! i ! il . ---l"'Q'+'!! I '0 ~I I I ---illI:D / ~ / '-. / 1 SCALE: 1/2" = 1'-0" DRYWALL - ~ PAINTED ~ SEE SPEC. \ (t:J 8) BATH I Keypkm A A A A A SECOND FLOOR . 0'> I m r-c:oTI '--, ,/ / / / \ \ / /~ ~' / \[J --..= -=-= =--=/ / / / ~ \ \ \ @ BATH r--illJIQAJ / / _ _____ __L 1 I II 1_- o o o @o _~ 5' -0' B H ~ l o o o o SCALE: 1/2" = 1 '-0" \ / . 0'> I m o I 'co '00 I Co . to I '-.r ~ SCALE.' 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 CUSTOM CORBEL SEE MILL WORK CONSUL TAN T's SPECIFICA TION ---------- -----/~=======-= ,~::-;--~ I TA 110B I ~ \-CUSTOM WOOD RAME MIRROR W/ ST IN GRADE FINISH // // // ;?;/ // / o o 00 '-. / --- --- A5b--- o o // / / ~ o o o 0 '~, ~ / '-... L-~------- 14'-1" '00 I Co '0 I "'" o BATH /' SC~SI~,45~ = 1'-0" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2003lHESE ~LANS ARE COPYRIGHJB) AND ARE SUBJECT TO COPYRIGHT ~ROTECTION AS AND "ARCHITECTURAL WORI:' UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMSER, 1m AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT ~ROTECTION ACT OF 1m litE PROTECTION INCLUDes BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS litE ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN. 7'-0" @ KIT:T~ =^~ro.." ARCHED DRYWALL SOFFIT :I o '''-, / / ". / ~ ~ ~:~ J l TRASH COMPACTOR b I ;.--, o c::::::==:::::: '''-, 7'-0" --liQJTI -0 I ;.--, . to I ""'I // / J {- 1J2JL~..J____1'-6" 2' -0' ~ @ KITCH EN SCALE.' 1/2" = 1'-0" @ KITCH E~LE. 1/2" = 1'-0" SCALE: 1/2" = 1'-0" b I ';- FRAMELESS SHOWER I DOOR RECESSED CAN LI HT ABOVE SOFFIT : / 1 / u___y,. /: __1//, 'r---ui'~ : /! ' , / I i // I , I --;]""---+- /! \ I I' :, ' ~\~=m~l-, u ,/U I \: ! \,1 m.l,~_~J>\ uu: I , '\; ! i \i "i- 1\ : \ I \ ='==------- ~" ~'~ -~ '------- "~ 0, I c,., . an I -N . an I '" '0 I "'" o BATH SCALE: 1/2" = 1'-0" ~ I Co (--ITTIJ I {lIT] I I / --{]J]] \ \ DRYWALL PAINT -~\ ~/;----[]]}] \ / / ( ( , ---ITillJ / / / Co I 00 r---ITillJ / /- TILE DEC~ ,.-.j, - - - ~-- -J,.. -- - =-- -I"----u'r / ! / i / I , i I / I ;, GRANITE COUNTERTOP STANDARD SELECTION WITH STRAIGHT EASED EDGE PROFILE , \ DRYWALL PAINT ,..-,\ \ o PROVIDE ACCESS PANEL FOR WHIRLPOOL TUB AS REQUIRED BY MANUF., CONTRACTOR TO PROVIDE DETAIL FOR ARCHITECT'S APPROVAL, SCALE: 1/2" = 1'-0" o BATH r-- SEE INTERIOR SPECIFICA TION ITJ:D r------j T A 110A I {ill]] /1/" ------ , (J,,/( ---=-----' ):, /~'--' A '/., " " \ I '1 \,=)J 'u~ "J _! I i i ..i ~ L i ! -rTT~_l-:__r~J ...~_.-.!"-, ".i'.: (t:J '-"'--.."-,,- ---...... 3' -0" , __+ o BATH SCALE: 1/2" = 1'-0" 1----- :1.C6idel") '\: <:" ~ ~" '~,!I.,,'.""',' ~.. ..f;' '.\1"\" f; .~t-.. ~ - '';>1 - I ,-- I r?)l{;;~.&w<:,,:;/ ~_1"1?r - PROJECT NO. 03540 l.____ --[Iill TYPICAL '00 I 00 --ITIIQ] '0 I "'" CD BATH SCALE: 1/2" = 1'-0" -I I I I I , Revisions: BPRC Submital: Date Plotted: January 10, 2005 -- ---~--------------------- --------------~------- -.-----.--., --.------ Date Issued: January 10, 2005 :"'1'.- - 'j ...'1 ,~'\J j. "~{ :~',\ I 1 1_ SCALE: 1/2" = 1'-0" 03540 .... ,.._'_'_ ___ 'U__"__" ., _____ CONSTRUCTION DOCUMENTS "....______,__,_______u_ A-411 ~ - - I ~ / - e :g ::> U / VI Ol e .~ e Cl "'I" ~ (J) E Olo.. O~ VI .. VI~ ~@ l~ '0- .~ ~ ~e ~~ Ll} .. Me 9-0 g-g N; /0 n.:a: XREFS: A...FP3 A...Unlts-2 A...FPl A... U n1ts-3 LF~2 LFum-3 mB A...FP2 A...FP..p A...Rnlsh A...DIms A...FP-S S_Col- S_Col, ~ :aNIT FINISH SCHEDULE UNIT D . WALLS CEILING ROOM NO ROOM NAME FLOOR BASE N S E W TRIM MATL HEIGHT FINISH NOTES D101 FOYER T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4 D102 CLOSET T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4 D103 HALLWAY T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4 D104 POWDER BATH T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4 & 7 D105 MECHANICAL T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 D106 BEDROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 D107 BATHROOM T CT PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 1,4 & 7 D108 CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 D109 LAUNDRY T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 D110 KITCHEN T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 D111 DINING ROOM T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 D112 LIVING ROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 D113 TOILET T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 & 7 D114 WALK IN CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 D115 MASTER BATHROOM T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 & 7 D116 MASTER BEDROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 D117 BALCONY T - D118 BALCONY T - ~ 'I ,.cT'.lXX X > X T lOX 2'i2" 3'-1~ X 'I ~ I.-- ..,; " SPECIFICATION KEY CPT CARPET VCT VINYL COMPOSITION TILE WD WOOD PT PAINT VB VINYL BASE WC WALLCOVERING T TILE ST STAIN TA TOILET ACCESSORIES EQ APPLIANCE GL GLAZING S STONE ACT ACOUSTICAL CEILING TILE PS PRE CAST STONE SI SPECIALlY ITEM NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. GENERAL NOTE PX' FOR PARTITION lYPES SEE SHEET @ A-521 T I 1 O C 0 S NOTE: SEE SPEC. T I LET ACES R I E tgl~JOA~ECJ~~gRI~~. MOUNTING HEIGHT A.F.F. . 24" TO CENTERLINE OF UNIT 54" TO TOP OF UNIT 54" TO TOP OF UNIT 54" TO TOP OF UNIT 59" TO TOP OF UNIT DOOR NOTES 1 PROVIDE CLOSERS AT COMMON AREA DOORS. UNIT DOOR SCHEDULE 1 D104 D105 D106 D107 D108 D109 2'-10" X 2'-10" X 8'-0" 2'-10" X 8'-0" B D E B B B H H B B B B L H ~ I en . I 6' -JVz" 1 I WJC~ ~ "lJe j ~S::e ~ N TA-9 7 BALCONY [EjJ]J m 8" ~'~4" HM3 W WD WD WD WD WD WD AL AL WD WD WD WD AL AL NR NR NR NR NR NR A NA NA NA NA NA NA NA NA NA NA NA NA NA NA 3/A-525 3/A-525 3/A-525 3/A-525 3/A-525 3/A-525 9/A-501 9/A-501 3/A-525 3/A-525 3/A-525 3/A-525 3/A-525 9/A-501 1 XII lVXXXXXXX X'" X .' t ~ P4 )~ _ FOYER 10-1011 6'-112" L 1 ~ !> oil' '. t "?-" 8 A1~ ~ // Ye 'W II' 102 U. ;)\ CLOSET D< H-ft='t02-t-- - X 2/A-501 1/ A-525 1/A-525 1/A-525 1/ A-525 1/A-525 1/A-525 7,10/A-501 7,10/A-501 1/A-525 1/A-525 1/A-525 1/A-525 1/A-525 7,10/A-501 2/A-525 21 ._~- 2/A-525 20 2/A-525 21 ---..--..-- 2/ A-=-_5.-?~__ _~ 1 2/A~52_~ 23 2/A-525 23 8/A-501 11 8/A-50l 11 2/A-525 21 2/A-525 23 2/A-525 21 2/A-525 24 2/A-525 11 8/A-501 REMARKS ,., rn ~ @ ~ D WJ.,~ ,'[\ , q : J U N 2 ~ "1.(<05 1 \ I \ l .U L::'./\ DEVELOPMf.NT S(HVICLS (JEP1j CITY iJf gl::.F.!.~~.~_~.CH....,.. I - L-' I 2' I I I 1 I 1 I 1 I 1 I 1 I 1 I 1 1 1 I 1 I I 1 I 1 I 1 I 1 I I I 1 I I _I -I ~V / ~j- 'I o .q- I Co BALCONY I 10-1171 x . <0 I o I"') Co . [X i-rJ [X [X i';x ~.. ~~ / 1'-4' 2' 2" ~I \ . 't.., , " : l> 1'_:-< I l- I ~h u } ~ Keyplan 1 @)-J 18'-112" 8 LIVING ROOM 10-1121 ;0 """'",.^~2.,... ill W..,... "'..."""ifXb;"... .....w,w" ",.".'".,....nmw \" 1') ~ Q 8'V 8' BALCONY [Bill , 32'-1" A A A A A B H SECOND FLOOR j HALLWAY ~ 10-1031 ~Ae.. \ " 0 ~.. J-' '-POWDER 'SA TH I- 1 O-~ ~~ ~ rr= TA 10 ~ '- - - I ~ I ITEM ITA-1 I ITA-21 ITA-31 ITA-41 ITA-51 ITA-51 ITEM TOILET TISSUE DISPENSER 18" TOWEL BAR ~ 24" TOWEL BAR . 30" TOWEL BAR ... TOWEL RING ...lI.. NOT USED 5 REFER TO SPECS FOR DOOR GLAZING. EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. . 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. . 4 ITA-71 ITA-a I ITA-91 ITA-1~ MIRROR ~A-10~ MIRROR ~A-10~ MIRROR I TA-ll I DOUBLE TOWEL BAR .L ITA-1~ GLASS SHELF ITA-1~ RESIN TOWEL BAR ... SURFACE MOUNTED SOAP DISP. TOILET TISSUE CABINET PAPER TOWEL WASTE SANITARY NAPKIN DISP. 42"GRAB BAR 36" GRAB BAR SOAP SHAMPOO DISPENSER FINISH NOTES 6 6' -6" TO CENTER OF ROD SHOWER CURTAIN ROD - NOT USED SOAP DISH 44" TO UNDERSIDE OF SOAP DISPENSER 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS. PROVIDE FIRE GLAZING AT RATED CONDITIONS. PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" OF DOORS. SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL ''WALL, EDGE ZONE" IN REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE" REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION CJ 8 9 10 .L 54" TO TOP OF UNIT TO TOP OF UNIT TO TOP OF UNIT 11 54" 54" 01. 12 DOOR LEGEND 2 PER SHOWER HEAD DOOR & FRAME WOOD HOLLOW METAL ALUMINUM WD HM AL GLAZING A B C D 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & BATHROOMS IMPACT RESISTANT GLASS FIRE RATED CLEARED GLASS TEMPERED GLASS 1 1 T T 1>.'.-1 I '1' I. 1 ~ ~ , ~ .-- 6' -4Yz" 'b II II II II II #5\A " // Y I ','-...'-... 1 I' D10~ 11 ~ M~ 2~~ 5'-4>2" 3' ,. 6' -0t2" 2' ^11" " -U'2 'I ....- T I. II 8~ ~, ,!. I 7 A-414 "[ ~ I I I I ~ _ ~ 0 g 0 ~~ J o 0 ,I N ~ 9 11 10 A-414 o o T ~: I r--. ,Y DINING ROOM dBTIJ ~' r ~ 8'-0" 2'-10" X 8'-0" 2'-10" X 8'-0" 8'-0" NOTE: FOR DOOR lYPES, SEE SHEET A-441 lYPICAL UNIT DOORS ALL FLOOR LEVELS , I I "T,' 1 1 LAUNDRY I 0-109 I ~ I en I OJ] 2'-F' rr -- -T- - -I I W.lC. ;- ~ill~_ <0 9'-1)2" ~ I I 8 ~I ~G"I 111111 I II; DCJ 1 2 - >-414 0= J'~ i \ 1 I t:. _ITA-l I BATHROOM " ..p, f-.' 10-107 I ~ '~I<- OJ t OTA-1 It=: 6' 112" !TA-4 4"~ I ~~" · - ITA-7l ~ PY13 TOILET- V, 10-113 - 0 ,-0 L I = I TA-9 I / / X T.w".m.,w",n"wl< Xx xX X X X >< X X ~' P5 [I ~ ~1. 3' l 8'-4" l X ~ 'I Co X { X X KITCHEN IEIQ] lYPlCAl. INTERIOR \ WALL S1YLE UNLESS <ED 1 OTHERWISE NOTED @- ~ I ':N' .--- ~ ~~~@ ~/-- 12 /~ P1B A-414 0>-- V I ~ '0) ..t~ ,~ I </- D,}~ I 7)2" ~ '> ~ e ~fi~).,} / n.:::..:m.~w:.~=~'~~n .. ,~~ ~ ~( ", ". ...~. ~ II II 1 I I I I I I I I I I I ~ I I I ITA-lObi o 17'-8" /P4'- 10' 7" '\!:.:!.../ MASTER BEDROOM [BJIJ ~ ..., $" " -8 ,:::~~ ~',,- '; . '" -~ I K X '... - X N x -'~ ';x XD<X'f - I 3' -3" 3' -JVz" l I 8 MASTER SA THROOM !Ei1TI ~~ ~ ~414 .--1 . C> 1 '.q- ~ 71 ~;- 0~1~ , t 12" 1 \ V o ~ P4' I~ 'N / X X Y 'N ><: X)< / --' 1 I I. 11 o " ,', XD<X 1 l 3'-1" "I 'I 'I ~, 1.- ~ s' 8' 3' -JVz" 1 =() =0 0- f- TA lOa f- I ' ,,'.. - .. ~ I N 3'-3' I 16'-8" 2 ENLARGED ~lliOR PLAN - UNIT D 1 I'\, I!II_ 0' l' 4' WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A .. ' .~- " . ,:\\ /' W""'" ", .. .: .,~... i:'" . " ,'." ,\f'''\, , 1," '. .1:1....~' J0" t (j)",,' tfl":,,:,, '" , , ,t.. .' 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 1\~'~ r\ \ o 20031HESE PLANS ARE COPlRKiHTB> ANI) ARE SUBJECT TO COPYRKitfT PROTECTION AS ANO .ARCHITECTURAL WORK" UNOER SECTION 102 OF THE COPYRIGHT Acr. l1USO. AS AMENDED DECEM&ER. 1990 AND KNOWN AS ARCHITECTUIlAL WORKS COPYRIGHT PRO~ION ACT OF 1990 lHE PROTECflOW INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS lHE ARRANGEMENT AND COMPOsmON Of SPACES AND ELEMENTS OF THE DESIGN. I 8' A. ,..,Je, 9,.,.",1, de"l, V' ...' <:"'. , ~...' " , ,',,'" "1>> :II ' .tJ,',,',...', 9}", r"" .... ~~.~~ PROJECT NO. 03540 SCALE: 1/4" x X X X X X X X [X [X IX [X [X [X X X y X X X ""u,u,.u XxXX)< >5 l7"XH 'I ;X, X X X /~ K)<V'. ' BEDROOM 10-106 I 12' Y2" . C> 'I Ln .,. ~ #- Il- -~ 2' "1 ~ to l' a" WHEN I ~OrTED AT 24 X 36 ~ ill REVISION 2 ADDENDUM #2 - FEB. 14, 2005 REV/SED FLOOR PLAN TO MA TCH SmUCTURAL DRA WINGS BPRC Submital: Date Plotted: June 20, 2005 Date Issued: January 10, 2005 Revisions: ill. Addendum #2 - Feb 14,2005 03540 CONSTRUCTION DOCUMENTS -- A-412 0) ~ , - ~ <: / +- e (1) t:: ::::l U / VI 0) e .~ ~ Q '<t o o /E (1) Q. 0)-0 CC'ol VI .. VIe") ~@ 'OLl) ~~ '0- ell) ~~ ~.2 Ll) .. e")e ~o 8'0 0(1) C'ol:t: /0 a..: a:: XREFS: A..JP3 A....Units.2 A_R'l A....Units-3 I_Fum-2 I_Fum-3 TTLB A...R'2 A....FP.p A....Finish end ~~::: bUNIT FINISH SCHEDULE S_Col-3. ROOM NO D101 D102 D103 D104 D105 D106 D107 D108 D109 D110 D111 D112 D113 D114 D115 D116 D117 D118 ROOM NAME FOYER CLOSET HALLWAY POWDER BATH MECHANICAL BEDROOM BATHROOM CLOSET LAUNDRY KITCHEN DINING ROOM LIVING ROOM TOILET WALK IN CLOSET MASTER BATHROOM MASTER BEDROOM BALCONY BALCONY FLOOR BASE N CPT T CPT T T CPT T CPT T CPT T T T T T T WD PT1 "___~n _'__ :: t:~~ WD tPT1 WD PT1 WD PT1 CT PT1 WD PT1 WD PT1 WD PT1 WD PT1 WD PT1 WD PT1 WD ,PT1 WD PT1 WD PT1 WALLS S E PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT 1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 'PT1 PT1 PT1 W TRIM UNITD CEILING J MATL I HEIGHT' FINISH PT2 ! NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 3 NOTE 3 NOTE 3 NOTE 3 NOTE 3 NOTE 3 NOTE 3 NOTE 3 NOTE 3 NOTE 3 NOTE 3 NOTE 3 NOTE 3 NOTE 3 NOTES NOTE 4 . NOTE 4 NOTE 4 & 7 NOTE 4 NOTE 4 NOTE 1,4 & 7 NOTE 4 NOTE 4 NOTE 4 NOTE 4 NOTE 4 NOTE 4 & 7 NOTE 4 NOTE 4 & 7 NOTE 4 '> ' 3'-1~ I.--- . ~ I 00 BALCONY [Bill , J~: 8 SPECIFICATION KEY CPT VCT WD PT VB WC T ST TA EQ GL S ACT PS SI NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. CARPET VINYL COMPOSITION TILE WOOD PAINT VINYL BASE WALLCOVERING TILE STAIN TOILET ACCESSORIES APPLIANCE GLAZING STONE ACOUSTICAL CEILING TILE PRE CAST STONE SPECIAL 1Y ITEM GENERAL NOTE PX' FOR PARTITION 1YPES SEE SHEET @ A-521 @ I @}-l 18'-1~' LIVING ROOM CBRJ ffi " """"'rfX7t' \ ~<"""'" ~I ) / BALCONY [Bill / 8' 32' -1" ITEM ITA-1 I ITA-21 ITA-31 ITA-41 ITA-51 ITA-51 ITA-71 ITA-a I !TA-91 NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. MOUNTING HEIGHT A.F.F. . 24" TO CENTERLINE OF UNIT 54" TO TOP OF UNIT 54" TO TOP OF UNIT 54" TO TOP OF UNIT 59" TO TOP OF UNIT ~-'""-'~"'~+---~'--- "'.-..------' ._.~----- --- - - -~- -_. DOOR NOTES UNIT DOOR SCHEDULE .- ,. ,.......^~---,,~-,..*......_--~_.~- .-._--,_._-_..~--~ ><-." ..,~ DETAILS HFAn JAMB '3/A-501 j 1/A-501 3/A-525 1~/A-525 3/A-525 1/A-525 3/A-525 1/A-525 - -- I 3/A-525 I' 1/A-525 3/A-525 1/A-525 3/A~525 ~, 1/A-525 _ ~/~-525 1~-525 9/A-501 7,10/A-501 ,- -- -- 9/A-501 7,1 0/A-501 3/A-525 1/A-525 3/A-525 1/A-525 3/A 525 ___ 1'1' 525 1/ A 525 ~~~525 1/A-525 I 9/A-501 7,10/A-501 .~ HDWR THRFS SET 2/A-501 25 SEE SPECS 2/A-525 20 -", 2/ A-525 21 2/A-525 I 20 ! 2/A-525 '_I~_~_ 2/A-525 . 21 2/A-525 23 2/A-525 23 ..--- .~- 8/A-501 11 8/A-501 --11'l=, - 2/A-525~~_I~ 2/A-525 23 2/A .::lL::l 21 2/A 525 , 24 2/ A-525 11 8/ A-501 BPRC Submital: Date Plotted: February 15, 2005 Date Issued: January 10,2005 Revisions: ill Addendum #2 - Feb 14.2005 -- --, ~ '\Il&'lIS \ II""" .~ '.., :""'1 ~--. .., , +:.e...,;.... ~ '1 t............. ~ l U k....,. ~} I 8 ,.... - I " , & - - 'V' 'V 'V 'V 'V 'V 'V 'V V" REVISION 2 ADDENDUM #2 - FEB. 14, 2005 REVISED FLOOR PLAN TO MA TCH STRUCTURAL DRAWINGS .A-^-^^--^^^ ^^' ~ - ~ --- T T ---r-- ~ r I 1 " , \ /~\ LJ J ~ ( E ) , / '-- ---~~ PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 ~ - L~.1 J' "-" I - ~ ' 2' 11 2' 2" I ~ -t-=.E-+- I I I <D 1 a rr) I...........~ : 2' 2" '\ , ~- l l f-I I . I I i: 00 o " .. ~~ n , .~ >(, TOILET ACCESORIES ITEM TOILET TISSUE DISPENSER 18" TOWEL BAR ~ 24" TOWEL BAR . 30" TOWEL BAR · TOWEL RING ...ll... NOT USED . ... DOOR FRAME LABEL' GLAZE TYPE TYPE TYPE 1-3/4" G HM3 NR 1-3/8" B ,WD NR NA 1-3/8" B WD NR NA 1-3/8" D WD NR NA 1 -3/8" E WD NR NA 1-3/8" B WD NR NA 1-3/8" B WD NR NA 1-3/8" 1:3.____ WD_ NR NA 1-3/4" H AL NR _~ NA 1-3/4" H AL NR NA 1-3/8" B WD NR NA 1-3/8" B WD NR NA 1 3/8" B WD NR NA 1 3/8" B WD NR 1\1 A 1-3/4" L AL ~NA 1-3/4" H ~ NR NA -~ ~~, ~ - '_____~_n ,- - ------ ---- 1 DO~R SIZE D101 3'-0" ~ 8'-0" (PAIR) D102 2'-10'~.2<.. 13_'-0" (PAIR) D104 2'-10" x 8'-0" D105 2'-0" x 8'-0" (PAIR) D106 2'-10" x 8'-0" D107 2'-10" x 8'-0" D108 2'-10" x 8'-0" D109 2'-10" x 8'-0" '" _ a-L- A" ~ fYI-... ~IL.V'O ~ lVO"""'lO '\ ( D112A 8'-0" x 8'-0" ) M ~ ^- .A. D113 '''1''-10'' x 8-0" D114 2'-10" x 8'-0" D115 2' 10" x 8' 0" D116 2' 10" x 8' 0" (PAIR) D116A3'-0" x 8'-0" D118 6'-4" x 8'-0" WOOD HOLLOW METAL ALUMINUM ../' ~~ FOR DOOR 1YPES, SEE SHEET A 601 1YPICAL UNIT DOORS ALL FLOOR LEVELS SCALE: 1/4" = 1'-0" WHEN f WTTED AT 24 X 36 REMARKS - ---- - \ 1 ) I ~eYPlan ",9:", +-- /\ /1 l1'-4"l I / / A A A A A SECOND FLOOR SHOWER CURTAIN ROD - NOT USED SOAP DISH 6'-6" TO CENTER OF ROD 44" TO UNDERSIDE OF SOAP DISPENSER Cl ITA-1~ MIRROR ~ MIRROR ~A-10~ MIRROR ITS] DOUBLE TOWEL BAR .L ITA 121 ,GLASS SHELF I ITA-1~ RESIN TOWEL BAR . [TA=15] SURFACE MOUNTED SOAP DISP. fTA=16I TOILET TISSUE CABINET r;=A=i7I 'PAPER TOWEL/WASTE fTA='i8I SANITARY NAPKIN DISP. ITA=19I 42"GRAB BAR fTA=2DI 36" GRAB BAR fTA=22I SOAP/SHAMPOO DISPENSER FINISH NOTES .L 54" TO TOP OF UNIT TO TOP OF UNIT TO TOP OF UNIT ... 54" 54" 2 PROVIDE CLOSERS AT COMMON AREA DOORS. REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 3 4 5 REFER TO SPECS FOR DOOR GLAZING. EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 6 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS. PROVIDE FIRE GLAZING AT RATED CONDITIONS. PROVIDE SAFElY GLAZING IN DOORS AND WITHIN 24" OF DOORS. 8 9 10 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL ''WALL, EDGE ZONE" IN REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE" REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION 12 DOOR LEGEND 2 PER SHOWER HEAD DOOR & FRAM E 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & BATHROOMS AL GLAZING A B C D I . I. i:< Sf:;: : ~ I ~--- 6' 41'2" o ~ " II II II II :::~ I -r--- 6' -0J2" ~1'-6" I, 3' 1;"1/~ - ()j r~ DINIINr~M 7' I:, Ii) J :lrfrrY I I I I ---.I ogo~ J o 0 ,I ""- ('oJ ~ 9 11 10 -414 KITCHEN [8J]] I 17'-s" MASTER BEDROOM [Bill a ~ 1 ~ $" 81 8 I" "'~ p'" - V ---.; I' ~" I .,1 r x, o ,x, ;xx 'X/ - N< 1",/ '> . '", ~, '3" 'I 3-;- J,Yd 3' -1" - 1 8' / , ( ~ ) WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Sea grove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 G> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PIlOTECTION AS AND "ARCHITECTURAL WORK' UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDBJ OECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIG~T PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED 10 THE OVERALL FORM AS WELl AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, WD HM ~fE' .Ajlll"'" . ./' ./' IMPACT RESISTANT GLASS./' FIRE RATED ./' : CLEARED GLA~ TEMPER~SS / ~ I I . I II @}-l ..J HALLWA Y /f\ 10-1031 ~~~,8 fi'- i!tl. ~ '! 6' 1X" 5'-412" ~ AA , ~ {/ Y€OJ" ~ Mfn .~ ~V ,1 +-- b' 1" I m 2'-~" = lTA;::il = (o( ~ ,-- , JL 8"~ ,I' ----'I. I: ~ r f'\' l POWDER BATH - 10 f-+~ ~'I- = ~U.I ',) = ~ rr) ~/.~_ "A-'UI . - 11 1 ["I . ,X >(> ' P4 _, FOYER CEIQjJ . ~ I en 6' ;Y2" A1^ 'J// YQ ~ CLOSET V ~ ~ rr I - ~ I WJC- ~ " ~~8~ I- Ti\ 10':1 l- f-- r-) 1- ~. \(~"'-) 2 11-414 I II I I II 1]-- - ~ I .1 - .~ BATHROOM '-----=- ~ - I 0-107 I I C...)TA--'-1 == 6'-1~" [A=4 4' <0 I ~412" -- Ti\--7l //~~~ 8//' I To~~f3T = ~ "'-\ (>~x /' L ) = 0, ITA-911 ) -----l >7p5~1 XX'~l,II""""3'~ > ' ,/ X '<<x >< x ~ ,,~ I. 8'-4" I. 8 6'-4" c-C , ~ X . 4 lXJ ~ '''QF91 >< ~ i~ "7"- />( )'.,..2d' Irx ,\<:: 'I: ~ ~~~ 'I '<' ~~ - 6 7 11-414 <0+ 1 . ---n ~ IH \ I IH ~1-;""'2 ~" Pl. /P1'- :'c"'sr:u,"'"i..~ ~ ~ OTHERWISE NOTED A-414~/ ,~ . "...... if' ~ 'f " '-" . ,U,~ ," --=+ ~. B Sf ..... ........................e~~ ~,~. 'i;.L;. ~ '~, 8' e . ...... ....... ... ~(~... /~'..\ 1/ \\, ')' " \ \ \ , \ \! \ / '--------.../' LAUNDRY I D-109 I ~ 1 en r ---I I W.I C. . 1 [B ill /P2"- <0 9' 1~" ~ - @)- . ~ ~ I - 1111111 1111 III I Dl i (i~,) "~t . \'..../J o ~A-1CJb I /P4'- 10'-7" ~ TA 111 MASTER BATHROOM CEillJ ~ ~" 1 n -,./ --~ I Ti\-4 J,......... /__--...... "'-, // //;/"-:-;:------ ~:~=::'~ /- (/ ( ~\\~ \ 0~'..... ~...___-......:/~trP4\ D ~'- ------.-"/ /' _I~ }~--_/=--+ t- --+- - I~ ----f 3'-312" 'I 3'-3'- I 16'-S" 8' 1 /L ENLARGED (fiboR PLAN - b. ~~ +- 8 BEDROOM I 0-106 I , 1 12' ~" BALCONY CEillJ """""""""""'<xx.," ..,'.', ITX 4 )-: X / X /.........- A . o I en , ,'< , ~ t => ::- ~. - -~'i 2'-~ II i'. ~ 'I ,;> t UNIT D ~,.-,- o ' 4' 1 8' ,- ,~~iS~~eQ~~ JI'ii, ,II '. ''$, ~. , ~ ~ \ ' ~ ~" '/, ,}Ji~~ . I r;~.., .,"~/#~,.- ' ?;~'i '.'., =') (~..~,,~.~~. .".~... ..... ~" {~'~4. .. : , " , 'A,.#4~"t!,.cL"<'#/.,d tL" a<"'kJ~?~ PROJECT NO. 03540 . ~I [f-' MAY 2 5 2llIl~ c I. 03540 CONSTRUCTION DOCUMENTS XREFS: "-FP3 "-Units-2 A_FPl "-Units-3 LFum-2 LFum-3 me "-FP2 "-FP-P A_Ani "-Dims A_FP-S S_Col- S_Col- )C1 sh egend ~ ~UNIT FINISH SCHEDULE UNIT D . WALLS CEILING ROOM NO ROOM NAME FLOOR BASE N S E W TRIM MATL HEIGHT FINISH NOTES D101 FOYER T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 D102 CLOSET T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 D103 HALLWAY T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 D104 POWDER BATH T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 &: 7 D105 MECHANICAL T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 -, 1,1 D106 BEDROOM CPT WD PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 ~- pl l D107 BATHROOM T CT PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 1,4 &: 7 :..--' ,-, PT1' ' -, D108 CLOSET CPT WD PT1 PT1 PT1 l\. PT2 PT2 NOTE 3 NOTE 4 f-- ~2 D109 LAUNDRY T WD PT1 PT1 PT1 PT1 PT2 NOTE 3 NOTE 4 D110 KITCHEN T WD PT1 PT1 PT1 PT1 ~\, PT2 NOTE 3 NOTE 4 -- D111 DINING ROOM T WD PT1 PT1 PT1 PT1 PT~~ PT2 NOTE 3 NOTE 4 D112 LIVING ROOM CPT WD PT1 PT1 PT1 PT1 PT2' i:it,PT2 NOTE 3 NOTE 4 D113 TOILET T WD PT1 PT1 PT1 PT1 PT2 ~, NOTE 3 NOTE 4 &: 7 - -- PTz'<~:~", D114 WALK IN CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 NOTE 3 NOTE 4 ;r. ---- D115 MASTER BATHROOM T WD PT1 PT1 PT1 PT1 PT2 PT2 MOTE 3 NOTE 4 &: 7 ~"'.;,:, , -- NOTE,"! Dl16 MASTER BEDROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 .,:,. NOTE 4 D117 BALCONY T - ;-"~~ '" "<<<~-, -- D118 BALCONY T - - "~{<. "<f,<.";,, .~~<; "'" SPECIFICATION KEY CPT CARPET ,-,----~-- VCT VINYL COMPOSITION TILE WD WOOD ----- PT PAINT VB VINYL BASE WC WALLCOVERING T TILE ----. ST STAIN ,_..~ TA TOILET ACCESSORIES EQ APPLIANCE --- GL GLAZING -- S STONE ACT ACOUSTICAL CEILING TILE PS PRE CAST STONE SI SPECIALTY ITEM ,- NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. MOUNTING HEIGHT A.F.F. . 24" TO CENTERLINE OF UNIT 54" TO TOP OF UNIT ---- 54" TO TOP OF UNIT 54" TO TOP OF UNIT 59" TO TOP OF UNIT TOILET ACCESORIES UNIT DOOR SCHEDULE DOOR NOTES --HFAn------ D~It~~B I HKt.~ ~~R REMARKS 3/A-501 _~L~=-501___2LA-50!.._~_~~_ ?~~_~,=ECS 3/A-525 I 1/A-525 2/A-525 20 3/ A-52~_1__1LA-525 -2IA=5~= 21~1_=~~_-=- =--=- __ 3/ A-525 ___1j A-525 __?j~-5?~___ -~9-t-_",-,--,-, m___________ 3/A-525 1/A-525 2/A-525 21 I 3/A-:-525__~-1/A-525 - ?!~=-5~~~=~-~1A:~~~--:~=-===:-=-"= 3/A-525 1/A-525 2/A-525 23 ____m___..__" _____ ",,_ ___ _,.. __ ".." __..,.. ,.._ .."'.._ ___ ____",,___'____n'.. 3/A-52~ _ _1 /A-525___J_ 2LI\-=-~2~ _I ~ _ _ ____________ - --...---'.'..--....------- ._-~"~_.- -- ------- ------- ~ ~~:=~~;---r -~);=~~}--~ ~;:~~;~-- - ~}- -- - ----------- - - ,- -t=t---I -j-------- ~~:=:H+S:~;-d-~5:~Et;~~L -~= - =--=~ 9/A-:~I-~~~A-501~t;;:-t .~ ._.._===== '~---t..--~---t- "---------f------- :" , ---..,-,- n___.._'________ --- -- '.----1--- ----------t------------I----ln "-~-~-----..-- ----,-- ------r- .. -----------~------ --~ -, -T--l- .--.. -------~--~~---- DO~R D101 D102 D104 D105 D106 D107 D108 D109 D112 D112A -- D113 D114 D115 D116 D116A D118 -- Ii! DOOR FRAME LABEL GLAZE TYPE TYPE TYPE 1-3/4"j G HM3 NR 1-3 8" B WD NR NA 1-3/~" B WD NR NA 1-3/8" D WD NR NA 1-3/8" E WD NR NA 1-3 8" B WD NR NA 1-3/8"__B WD NR NA 1-3/8" B WD NR NA -.--...-.-.--- 1-3/4" H AL NR NA f--- 1-3/4" H AL NR NA -- 1-3/8"_13___ WD NR NA 1 -3/8" B WD NR NA 1-3/8" B WD NR NA 1-3/8" B WD NR NA ,- 1-3/4" L AL NR NA f---..,----- 1-3/4" H AL NR NA ITEM ITEM ITA-1 I TOILET TISSUE DISPENSER -------- ITA-21 18" TOWEL BAR ~ --~.- ITA-31 24" TOWEL BAR "" 11"A-4 ~O" TOWEL BAR ... ITA-5 ~+OWEL RING ...II.. ITA-51 NOT USED PROVIDE CLOSERS AT COMMON AREA DOORS. SIZE 3' -0" x 8'-0" (PAIR) 2'-10" x 8'-0" (PAIR) 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. --- 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. "" 2' -10" x 8' -0" "" 2' -0" X 8' _0" (PAIR) 2'-10" X 8'-0" 2'-10" x 8'-0" 2'-10" x 8'-0" 2'-10" x 8'-0" 8' -4"" x 8'-0" 8.-4.... x 8'-0" 5 REFER TO SPECS FOR DOOR GLAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. ITA-71 ITA-sl ITA-91 6' -6" TO CENTER OF ROD SHOWER CURTAIN ROD - NOT USED SOAP DISH 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS. 44" TO UNDERSIDE OF SOAP DISPENSER CJ ITA-1~ MIRROR -~A':'1"O~ MIRROR ~A-10~ MIRROR ------._._--- -- I TA-l1 I DOUBLE TOWEL BAR J. ITA-l~ GLASS SHELF _._.___.m.______'._ ITA-1~ RESIN TOWEL BAR ... JTA-1~ _SURFACE MOUNTED SOAP DISP. .JTA-1~_ TOILET TISSUE CABINET PAPER TOWEL WASTE JTA-18/ SANITARY NAPKIN DISP. TA-19 42"GRAB BAR JTA-20\._~6" GRAB BAR TA-22 SOAP SHAMPOO DISPENSER 2' -10" x 8' -0" 2'-10" x 8'-0" 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS. 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" OF DOORS. J. 54" TO TOP OF UNIT 54" TO TOP OF UNIT -- 54" TO TOP OF UNIT 2'-10" x 8'-0" 2' -10" x 8'-0" (PAIR) 3' _0" x 8'-0" 6'-4" x 8'-0" 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION "" GENERAL NOTE , PX' FOR PARTITION TYPES SEE SHEET @ A-521 DOOR LEGEND ,m ,___,_.._____, DOOR & FRAM E 2 PER SHOWER HEAD FINISH NOTES WD WOOD HM HOLLOW METAL NOTE: FOR DOOR TYPES, SEE SHEET A-601 TYPICAL UNIT DOORS ALL FLOOR LEVELS 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & BATHROOMS AL GLAZING A B C ALUMINUM IMPACT RESISTANT GLASS FIRE RATED CLEARED GLASS l' . " " lx'/>(X. '>:';<XXX x~, ~>< D TEMPERED GLASS P4 ...... .. FOYER --- 10-101 1--- - I ~/)- -, ,- ~ I , L'.1 I .. ~ ~.~ )', X/., .x, " r- =====,. I " / 2' I. 2't2" ~ 3'-1~ X ~.--t JL------ _1. .' 0- _=*_"__. .--- " :> ""T.'r~ Sf:;: I I , II I I I rllc I @)-J @)-J ~ HALLWAY ff\ 10-1031 ~V~4. 8 '-72' \ 8 6' -4->2" 18'-1/2" . I I enl I 16'-Y2" -=~~~'-{.~- .---.--....---- I )~. ~i/~1 I in - ,\',~ , --- --11<- , A1~ ~ 11// '8 ~)< CLOSET )<, tir-i02-r- - >~ 1 1 II II II II ~A // V D1O}f'''1L ~~ ~~ 6'-1/2" 5'-4->2" 6' -oYz" 1'-6" j, ~ 3' j, j, ~ ~! l. I _ _ II I .. [~_., POWDER BATH - C' _..,..J ~-1 = oC~ 1,1 = ,r<") --- TA 1(J1: TA- --- JI I .- I = rr -- - 1- - -I = II ~ ~~11~f4 /P2'- I == COTA-2,J\; <0 9'-1/2" ~ I. .jI - I ' I = ITA-~~ - e I ,~'" :. 1111111 I II ~ UC] 1 2 - >-414 /-y2.:::- "I \ = rrA=11 SA THROOM (J ~ ~ ,- 1 1 -1Il"'.:..'.1 IIH071 ~Jl -' oi f_ l)iTA-Ij = 6'-1/2" ITA-4 4' '<0 ..II ~4->2" -- ITA-7l_ A 0Y13 TOILET - -j ( \::: ~ I 0-113 -I~ 'I L~=O [TA~,~ .1 --II' , , ~.J.;~. I k )< )(,/X, )(X X X /><: >< >~ t" '" ~YL:!:/ '-t l 8 " '............ /,/ I <' 3' ~ S,-4,,_ln___~11~_6'-4" '><(< ~'co ~ / "'1Jt-IJ< ~ / ',...",' ~'M">'",!;< )'_,'~u I l. 8. ~6 ,2." 7 A-414 "I . .q- I 00 o I I I I ,sg2? !'~ J ~ 9 11 10 A-414 [~ o ''', .\A-414/ DINING RO~~~ , d8ITJ I 8 ,x, >< .~ ~ I -r--- LIVING ROOM CB:ill <0+ ~' 1" / .... BALCONY I CBTIJ I m I~ + ~-'=-F--- LAUNDRY 10-109 I ~ I in X )/ < .' .~.- ~ ,i>< ~~~ " KITCHEN [BJQ] .:t, . .\ " . , lYPlCAl. INTERIOR Y WALl S1Yl..[ UNLESS -- @ 1 OTHERWISE NOTED I , /, ~ -- ~~,- ~--l'<PiB> ~.7.7" 12 :..:: .7~ P1B 1 A-414 6>,/ V ..L.IL ~'~<~ ; B~, . /2", \-../ )< @~ I '/~'// e ~tfi9l~~ ld . -- 8.=cC____j} .,' ~. ;><: X X )/ )<'1-- )/ :> '< '-..( ..... ;v X X >:-- ,. /~/ ><' X X >: It' './ /, >< >( BEDROOM 10-106 I @)- ~ <0 I o r<") I 00 I- I I I I I I I I I'l I I I ITA..10bJ o o P4 10'-7" 12'-5/2" 17'-8" MASTER BEDROOM [8l[] -- TA-l11 :>c, >< >< "'~ " d 1-- 1=d- MA"$~R BATHROOM ~ o n -0 I -.q- sg ~14 I n ~ 8 8' 8 '" $' "- ~ L~ \ ~'''." -- V .~ I" ~ . o I en BALCONY [E![] ..--/' ~ 2' 2" \ f-- "I " ~- ~7(;;;;~~>, N (0~~c3~E X ,.~: . II .,-,>, ,,A I -n,.< >\): // I ~" 8' - ~Y2=tY=-3'f ..-- I BALCONY CBTIJ ./ /'. .//~ ~ '~ !:'\ I:' x' I', , U J ~/ ''''7e-. ,x, N X ;) , >: :>c, >< ~<c- I 3'-Y2" l ~ (0 / X X :>c, )< '-{- , '" ~., , \ ( E )- '-..~,...../ 1jI. ~, ,-------1 - -----4 ... --~___.t_....1~ 0" , t- --- J - 16'-S" 3'-1" S' 32' -1" )'-3" ~ 'Q ~ , J (:) 1 / - C ~ ::> U / en Ol C .~ ~ o ~ ~E Q)Q. Ol~ o .. enN en~ ~@ "Eg ~N 'O- eD ~~ ~Q It) .. 8c /0 g-g N:::: /0 0.:0:: ,----_. t ENLARGED (FLboR PLAN - (\ , UNIT D 1 "" SCALE: 1/4" = l'-O"'WrJEN I toTTED AT 24 X 36 "'''~; .;"" 1\-- 0' l' I 8' ~, 4' >, ~ -. ","". ~,,: ,"~'),,,,,,, ,- .-" ':~,- J ;,,:' ;:"'i"'"l "'. BPRC Submital: .' '" --------- ---- - -------- --- ., ~; /:' I' ". '" Date Plotted: January 10, 2005 , ' ,,"" I' J ~- --- --,-, ,--- - - --- - - ------- '~ .' r; :~:.... I _~~;~~~~~~---Ja~~a2'.-~O, 2005 ~~ " "it,. I__~~~_s~~~'''-;_n u_____________, \'i.~ I :::-. -n-=~=-~--- ... ~-----'--~---'-l I I i I i I ----'---, 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A Keyplan t CONST~N DOCUMENTS . __ ,u______ ~, \, aer:;l,de.q ..,. "'- t '. ' <:"<<., ~ . .'..~';;i", < '~~. ~!,.,',.""V,', t,'.,..... ~ "lId1' '~.;;}/f,/.-..~- .... (C~;.,' ') (7F;,~;::::r~o~::~;rf7-'. L__ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 A A A A A C 2003 THESE PLANS A~E COPUIGtfIID AND A~E SUBJECT TO COPY~IGH1 PROTECTION AS AND .A~CHITECTURAL WO~I(" UNDE~ SECTION 102 OF THE COPY~IGHT ACT. 1 7USO. AS AMENDED DECEMSER. 1990 AND KNOWN AS A~CHITECTUIfAl WORKS COPYIllGHT P~OTECT10N ACT OF 19\10 THE P~OTECnoN INCLUDES BUT IS NOT UMlTED TO TH~ OVERALL FO~M AS W~LL AS TH~ ARRANGEMENT AND COMPOSITION OF SPACES AND ELEM~NlS OF THE DESIGN. L SECOND FLOOR 0) ~ ci. u .... ~ - ;? ..( / +- e: 0) t: :) U / Vl 0) e: .~ a o """ o o /E 0) a 0)0- a""" Vl .. VlC() ~@) '01.0 ~~ '0 ' e:- ~~ ;?.2 1.0 .. Me: ~O 8'0 00) "':: /0 c..:a:: l-x4 [] BATHROOM FAN BL-X EXTERIOR WALL MOUNTED FIXTURE l-X~ Q) JUNCllON BOX FOR FUTURE CEILING FAN OR LIGHT BV-X WALL MOUNTED LIGHT (VERIFY HEIGHT) BATHROOM VANITY l-~-9- Kt=~ III III DECORAllVE SURFACE MOUNTED FLUORESCENT LIGHT SM SURFACE MOUNTED CEILING LIGHT FIXTURE l-~-9- L-X I I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) BL-X SURF ACE MOUNTED BALCONY LIGHT FIXTURE KL-X l-x4 L-X (Q) RECESSED CAN LIGHT BL-X WALL MOUNTED ENTRY DOOR FIXTURE RC-X l-X-9- LS~ (Q) RECESSED SHOWER LIGHT CL-X CLOSET LIGHT L-X ~ L-X + RC-X D DIRECllONAL SPOT LIGHT BL-X SPECIALITY PENDANT L-X L-X ~ DIRECllONAL SPOT LIGHT RC-X 0 CABINET ACCENT L1GHllNG RC-X D ( ) L-X @ SURFACE MOUNTED FLUORESCENT LIGHT PF-X CHANDELIER LIGHT FIXTURE BY OWNER UNDER CABINET LIGHTING XREFS: A..A'3 A_Units-2 A..A'1 A..Units-3 I_Fum-3 TTlB A..A'2 A_FP-PEN A_FP-Syrnb A..SP S_Col-2 S_Col-l S,Col-3-6 LFum-2 us L I G H TIN G LEG END LOCA TE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE CEILING LEGEND REVISION 2 ADDENDUM #2 - FEB. 14, 2005 L1GTHING CLARIFlCA T10NS. ADDED LIGHTING NUMBERS TO COORDINA TE WITH THE SPECIFlCA T10N SECTION SEE SECTION 16000 LIGHTING SPECIFlCA T10NS PAGES 1 through 4 l_~~ CEILING 9'-6" AFF ARCHED DRYWALL SOFFIT ABOVE MASTER VANITY AIR SUPPLY CEILING 9'-4" AFF [3 [ ;/] .~ ~~ I~==J! CEILING 8'-8" AFF o LCJ RETURN AIR CEILING 8'-4" AFF EXAUST FAN STUCCO FINISH ON UNDERSIDE OF ,0 -or-/- FIRE SPRINKLER HEAD SLAB SEE DETAIL 11/A-505 STUCCO FINISH ON ARCHWAY SOFFIT A FIRE SPRINKLER-SIDE WALL SEE SECllON 2/A-310 INDICA TES EXTENT OF CROWN MOULDING GENERAL NOTES 1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO REVIEW SPECIFIC L1GHllNG LOCA llONS WITH INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION. , / ,0 )'Iv/~ >,~ / / . RC-l / / /,/ ~/: 1/ /' ......... III .r'~/J...r / // / I-~~--)/ I L-l ',,' I I<lllI PFA T I y I I 'j./ L '.. 'i'/j - - -7~ 7"',"'~ 1//.. , , ,// , " +<;'" ;, . ./b 1/ /: // .. / / // //' / / / / / /// , ///~/ /.. , ~' ./ Nt:..jfl / , /"7~1 / /" - / ~ , / / // / / / ~ // // // /// // ,/ / .. / / / /' / // / . k~4~.. / /R017/ .. / ~t;t /// / // / L-4~ · RC-l~ o c=::J L-6 KL-1 , ~.L. .. 0- 0 / /~8 "., - "., .. " -" >' >' . ij,>" . iP -" y ~ ", ': jJ> ~ ", ~=~ " >' L-8 y-' " " L-8 ~-4 ", '.,. -" BALCONY '"" , [Eill -" " 'l'~( F >' " -" ,.. '~ -" ~. .. .................:.:::::.:::.;;.:::::..... .. ")} .........,V.. " ~ !\'i \ \ , \ \ / ' \ \ \ .. ,,--.....-.Y ENLARGED FLOOR PLAN UNIT D CD SCALE.' 1/4" = 1'-0" ~- 0' l' WHEN PLOTTED AT 24 X 36 4' 8' Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A A .....~ ~~ ~ C""D~. . : ',....~ '...'" 'U " 1... ~.... ~.. , .." ".. .: ' ~...~ _do.~ ~eS~,~ellc;>~ ~~ '~ L , f"'" "'" .', . ";" " ";"t: I <h> =, 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O,A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 A A A A A .tlL4#~~--- ", ~fl~) C~~e."<A-A~<z,er~ lfC::?'tr€~k.J6f:P~ MAY 2 5 1005 . w~tP4~ 02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMSER. 1990 AND KNOWN AS ARCH~ECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL fORM AS WEll. AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. SECOND FLOOR I ~-"""...,'" i '"I ,0,"'....,..: ' ~ L' ' ...~ j.. ' ~'t ~ ..." ...._" - "1"1,jf t,:"".oI!: If'> ....\j,.. .', t', PROJECT NO. 03540 BPRC Submital: - Date Plotted: February 11, 2005 Date Issued: January 10, 2005 Revisions: fA. Addendum #2 - Feb 14, 2005 03540 CONSTRUCTION DOCUMENTS A-413 ~ < / - e l1? ::::> U / '" 0) e .~ o 'Ot ~E (J)Q. 0)::: o .. ",('.I "'~ ~@ "Eg ~('.I "0- cO ~~ ~Q It) .. 8e /0 g-g ('.I::: /0 a.: a:: XREFS: A..FP3 A..Units-2 A_FPl A..Units-3 LFurn-3 mB A..1n A..FP-PEN A_FP-Symb A..SP S_Col-2 S_Col-l S_Col-3-6 LFum-2 us l a. ~ N I LIGHTING LEGEND ~ BATHROOM FAN Q) JUNCTION BOX FOR FUTURE CEILING FAN W/L1GHT III I >' III ud o sO ULO o >' >' >' " >' >' Keyplan LOCATE LIGHTING AT CENlERLlNE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE CEILING LEGEND DECORATIVE SURFACE MOUNlED FLUORESCENT LIGHT ~ i?- sO- Q- ~ 0:<1- + FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) RECESSED CAN LIGHT, RECESSED SHOWER LIGHT UTILITY LIGHT SURFACE MouNTED DIRECTIONAL SPOT LIGHT SURFACE MOUNTED FLUORESCENT LIGHT EXlERIOR WALL MOUNlED FIXTURE [---~ " '~~im7 , .J<: >,' ~ CEILING g' -g" AFF -1-1-1 I I I I I I I ARCHED DRYWALL SOFFIT 1-1-1-1-1-1-1-1-1-1-1 mm~mmm~m: ABOVE MASlER VANITY CEILING 9'-6" AFF ~ AIR SUPPLY CEILING 8'-8" AFF [2J RETURN AIR CEILING 8'-4" AFF [Z] EXAUST FAN BALCONY CEILING 10'-0. AFF 0:: -or-X FIRE SPRINKLER HEAD WALL MOUNTED LIGHT (VERIFY HEIGHT) BA THROOM VANITY PENDANT MOUNlED CEILING LIGHT FIXTURE (BY OWNER) SURFACE MOUNTED CEILING LIGHT FIXTURE [[2//:[2]/ /, ~ ~ /L/ SURFACE MOUN lED BALCONY LIGHT FIXTURE I' 'I [-~ L__--.J FIRE SPRINKLER-SIDE WALL INDICA TES EXlENT OF CROWN MOULDING ... WALL MOUNlED ENTRY DOOR FIXTURE CLOSET LIGHT GENERAL NOTE S SMALL SPECIALITY PENDANT 1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS OTHERWISE NOlED. 2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH INlERIOR DESIGNER OR ARCHllECT PRIOR TO INSTALLATION. cO CABINET ACCENT LIGHTING -@f CHANDELIER LIGHT FIXTURE BY OWNER UNDER CABINET LIGHTING >' A A A A A B H SECOND FLOOR (/////'// /, /,',',/1 r// ~// .~~/"~' J,,','.," . ..' '. / . / . /~ .' . /..,' ',' . / ~, /< //~//~// //' - ",//,///~"~// ~" /// ","'/<//,///// //<,/, ,',' ' ", // / / / / / / / / / / / // / / // / / /// /. ,/ /. ,/ ///.'/ // / / ///~/ ~/~/ /// / ~'"""HA,LL'WA,t,/ /~//// /~~,'/,/. ~/'~// //./"'/////~<//-'-,',/,,' / / / f(.. / ,f"ihtiiU / "~' / l/ / / / / /' r!\:~ / / / / "~%/0 / "// /l;LeJ /. /. / / ' /" /. /. /' /' ,/ //" / / / / / / / / / / // / / / / / / / / / ,/ ~////?%/ ',/////' ~ /,/~///~// //// ..' / // / // '/ / / / / / ~ //; / / , / / / / / / / / / / / / / ' / / / / // ,/ '// / / '/. /. /. /. -... / / /'.~ /. / ' . .POWERllAill / / ! l>-l'k,'~,/,/, / / '/ ,," / " >/ -,--' / //~~~~</1 r - -fOVER- - - -, I I D-1011 I I I ~ -^-- I I pY I I I '! L _ _ _ _ _ _ J .~ >' '" (\~) CD ~~LARGED ~LOd'R,P:~N - ~ 0' l' 4' 8"''-~ UNIT D SCALE; 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 "',:'1 "0;"" -""''''', '~"'\:, ,,<, '.>;tt .~> 'i ",,", 1~"4;"":11' ><";JJi:,li", .f~.., .....' '\~\'~""". ...~{ 44.~ '.... "~lf;< "'\. WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A .n....e6 i d el) ,...~ <:" t~ "" '~",~",~,;,', ',','" .~) ~ . Tln;l.. Fi!!f-: ~ ".,.!ff (';;;)4//."- f>lt.i' ('t?).:"5'\ . 7h="'fU';;'<c~,.r€/ (:.;y:r..l'~.kscf.?r , ~\'\) ,\ L~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 20031HESE PlANS ARE COP'i'RIGtlIED AND ARE SUBJECT TO COP'i'RlGtlI P1lOTECTION AS AND "ARCHITECTURAL WORJ(" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMSER. 1990 AND KNOWN AS ARCHITECTURAL WORICS COPYRIGHT PROTECTION ACl OF 1990 TIlE PROTEClION INCLUDES BUT IS NOT UMlTED TO THE OVfllAll FORM AS WELL AS TIlE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 BPRC Submital: Date Plotted: January 10, 2005 __. .,.__~~________.____~_.____._____.____ ___n_ ____., . ____._ Date Issued: January 10, 2005 Revisions: l > (I) a> o ~ ~ / - e ~ ::> U / '" 0> e .~ ~ o ~ ~E (1)0. O>~ o .. ",C'l "'~ ~@ "28 ~C'l '0- eO ~~ ~Q It) .. Me ~O ~~ /0 ci.:a:: XREFS: mB AJnlBev A_FPl S_Col-l A_FP3 S_Col-3-6 EQ EQ ~DRYWALL OPENING I '\ ~. I \ I " I \ \ / I " I \ \ I " \ I I " I \ I \ I , I \ \ \ I " / \ \ / I " / \ I , / \ \ \ I " / \ \ / \ / \ \ / , ~ ~ / \ , / / \ \ / , / / \ I \ , , / / I \ \ , , / / "==== ====>' , / ----- ------/ ===1 ----- -----T \ I I \ I / \ / " / I I I \ \~ ~/ I \ / I " \1 ~/ / f I \ I \ I \ I \ I \ / \ I I I I ::;=== ===\= I ~ ~ I I \ = = \ ! 1//1 = \ I I I I I I --\-- --+-- I - -\--- --I-- I I " = \ I " \ I , \ I \ " , \ I , , ~ \ \ \ \ \ \ \ \ \ \ \ I '\ -----' ~ GRANITE COUNTER STANDARD SELECTION ~TRASH COMPACTOR ~~ I 00 1 / = J I 0 I 00 L ~L - ) = / , //1 It,,, I / DISH = I , / " WASHER I \ = \ , / \ , / \ " I \ , / \ \ , , , / r \ / / / / I , I , I , I " , "- \ \ / "- \ "- " , "- "- "- " "- " \ \ \ \ \ \ \ \ \ \ I I I / / / / / / / / " " , " / " / / CUSTOM CORBEL SEE MILLWORK CONSULTANT'S SPECIFICA TION r---GRANITE COUNTER / STANDARD SELECTION / I ! I 1- I - -' --~ LrrITo --~ I L_______ -nor ! m I m t'''') i J 1 i I :: I <D I m I__n~ /-,-CIIIJ = 00 I 00 o I 00 . 00 I 00 -~ c" I c" 1 I . to I -"", KITCH EN "~---{Nill SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 OPEN SHELF \ " " OPEN SHELF r ~-\ \ / \ \.--,--- I / \ I . I 00 I I I ~ I I I ~-- I ! ! ! ! ! I I ~--- I ! '00 I I I ~ ~ l- I I I "3l..1 27' 1 I \ I I l I . \ J 14" to I I \ ~ --- ~ _/ ':.t- I f- I ///~ /I/~ r \ I I I / I " I I I \ , , II \ , , I , I , , I , , ,/ ~ , " , , I I I ,,------------/ "- " / , / , / "~I,] ~/ s: ~ I 00 . "'" I Co 00 00 -- -- -- . <D I ':.t- WASHER -- DRYER -- --- --- --- \ - - ---ITQTIQJ (}) LAUNDRY @ WHEN PLOTTED AT 24 X 36 LAUNDRY SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 SCALE: 1/2" = 1'-0" Keyplan A A A A A SECOND FLOOR " ~ ~ , " , r / , " " " / I I / / / / / m I m ====1 :3====== I " / / / ~I/ ======z:: / / / / " / " / " / , / o I 00 ~ . to I -:.t n / ~ ~"'" " J ~ . <D I -,..., " , " " ~ @ KITCHEN <D I m o b I -,..., ~// / '- KITCHEN o WHEN PLOTTED AT 24 X 36 SCALf' 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 SCALE: 1/2" = 1'-0" CUSTOM CORBEL SEE MILLWORK CONSULTANT'S SPECIFICA TION CUSTOM WOOD FRAME MIRROR W/ STAIN GRADE FINISH I T A 11 08 I ARCHED DRYWALL SOFFIT RVICES OEPl -'~--"~ /~, ~ ' /~ I \ \ \ RECESSED CAN LIGHT ABOVE SOFFIT \ \ //// /~> /// / \ \ \ -~ I 00 ~ I ;." / ~ "I ;..... / @=- ~ I Lo o o / -<5~ I / Q) ',- / / o / ~ o / "/ "" / / '- "-.. // "-,,- / @ MASTER BATH \ \ KITCHEN WOOD PANEL - STAIN GRADE FINISH ;DTIJ / TYPICAL FRAMELESS SHOWER DOOR I H_.__-1-. --.,f- . ------TI' i / i I / I I I/! ..."L._ "".",y. ,_mL / ..'.....,. '/'..','...' m "T' I / 1 I i / i i r i:! I / h i ::'I;f r \ 'k i- ., --!~ 1\ i i , \ i I _.J _n\{, 1 -T"'" "," , I \ I 'I' I \ ! : \! I \! L-J~ SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 --'-----'l 1 I I ___J r-"- ... '-'~---------'-'--"'-'-'--'-I r-- TILE DECK / i ,I PROVIDE ACCESS PANEL FOR WHIRLPOOL TUB AS REQUIRED BY MANUF., CONTRACTOR TO PROVIDE DETAIL FOR ARCHITECT'S APPROVAL. SCALE: 1/2# = 1'-0" 8) MASTER BATH WHEN PLOTTED AT 24 X 36 ,r--DRYWALL PAINT / (,--{J]]] / / ---ITJTI / / ~ ----{]ill]] ~om " . o I n / "-, // ~ @ BATH @ SCALE.' 1/2" = 1'-0" BATH SCALE: 1/2" = 1 '-0" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ~ea i,<i el1t'"'~ ~ /).., f .';10 ~\ ~. ~.. ..11.',...., h !~if"~ ~ ".~" C,;" (?);I[;;:;UN~;;/ ff~:lja;?e' 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 2003lHESE PLANS ARE COPYRIGHTB) AND ARE SUBJECI TO COPYRIGHT PROTECTION AS AND .ARCHITECTURAL WORI:' UNDER SECTION' 02 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMRER, 1990 AND I(NQWN AS ARCHITEClURAL WORKS COPY~GHT PROTECTION ACT OF \990 THE PROTECTION INCLUDES RUT IS NOT UMITED TO HiE OVERALL FO~M AS WEU.AS THE ARRANGEMENT AND COMPOsmON Of SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 L_ .__.,_ r- -ffiTIJ I TYPICAL 1 ' I !I I I I 1 !I j - - n~._____ i --'ji / !1--tJ " "'+"$---.~,nm-~ii ! i : ii I I ,I l mrmr'j! I Ii _ H_<. ---}.m....-----1 __ ,..__!i i I II II i+$iuii L I : . !i i I I Ii ~:;.~I~l-'~i~~I:rI~t~,Tl~I-F-T~'~'-~L-ll i I i il , ' I II. i i i II '1- -- 0--- --,-- 11 I I ! o CD BATH SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 \ DRYWALL PAINT -- , " (p /r @.,. I / I J I 3'-0" Tn.. -----,,--'.. ,., .. .-,-- / [illI}~uj i I I I 1 I __,_I BPRC Submital: 03540 Date Plotted: January 10, 2005 ___..._______.n_____._~.____.. _._._.__________n___.m._ _________ Date Issued: January 10, 2005 Revisions: CONSTRUCTION DOCUMENTS "___~___'m' _~'_'_'~_~_~.,_,_____ f--~--,----.._- _'__n ,----~__..' ___,_..___ A-414 f---~' .-..-..-,---,.....--- -'--~--- { ~ , ~ 1 / - C (J) t: ::> U / '" Ol c .~ ~ o "It 8 /E ~~ ON '" .. "'''It ~@ ~8 ~N "0. CO '-N ~ C ~~ Ii) .. 8C /0 g-g N:::: /0 a..: a:: XREFS: A..FP3 A...Unlts-2 A..FPl ~~~ UNIT FINISH SCHEDULE LFum-3 me A..FP2 A...FP-P&! A...Rnlshll beas.OM NO A...Dims rr<OI A...FP-sym S_Col-2 E 1 00 S_Col-3-6 E101 E102 E103 E104 E105 E106 E107 E108 E109 E110 E111 E112 E113 E114 E115 E116 E117 E118 ROOM NAME PORCH FOYER HALLWAY CLOSET MECHANICAL LAUNDRY BATHROOM CLOSET BEDROOM BEDROOM KITCHEN DINING ROOM TOILET MASTER BATHROOM WALK IN CLOSET MASTER BEDROOM LIVING ROOM BALCONY BALCONY FLOOR BASE CPT CPT CPT CPT CPT T T T T T T T T T T T T T T WD WD WD WD WD WD CT WD WD WD WD WD WD WD WD WD WD N WALLS S E PT1 PTl PT1 PTl PT1 PTl PT1 PT1 PT1 PTl PT1 PTl PT1 PTl PT1 PTl PT1 PTl PT1 PTl PT1 PTl PT1 PTl PT1 PTl PT1 PTl PT1 PTl PT1 PTl PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 W TRIM PTl PTl PTl PT1 PTl PT1 PTl PTl PT1 PTl PTl PTl PTl PTl PTl PTl PTl PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 UNIT E CEILING MATL HEIGHT FINISH NOTES PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 Be 7 PT2 NOTE 3 NOTE 1,4 Be 7 PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 Be 7 PT2 NOTE 3 NOTE 4 Be 7 PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 -----== -::;:;;-- ~ ( ~f- . <.0 I b l'0 ~' - Keyplan NOTE: SEE SPEC. TO I LET ACe ES 0 R I ES ~gl~JOA~~J~~gRI~~. MOUNTING HEIGHT A.F.F. . 24" TO CENTERLINE OF UNIT 54" TO TOP OF UNIT 54" TO TOP OF UNIT 54" TO TOP OF UNIT 59" TO TOP OF UNIT SPECIFICATION KEY CPT VCT WD PT VB WC T ST TA EQ GL S ACT PS SI NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. CARPET VINYL COMPOSITION TILE WOOD PAINT VI NYL BASE WALLCOVERING TILE STAIN TOILET ACCESSORIES APPLIANCE GLAZING STONE ACOUSTICAL CEILING TILE PRE CAST STONE SPECIALlY ITEM ITEM ~ ITEM ITA-11 TOILET TISSUE DISPENSER ITA-21 18" TOWEL BAR .c----:a. ITA-31 24" TOWEL BAR ... ITA-+ I 30" TOWEL BAR .&. ITA-51 TOWEL RING ...lI... ITA-51 NOT USED ITA-71 ITA-81 ITA-91 SHOWER CURTAIN ROD - NOT USED SOAP DISH GENERAL NOTE PX' FOR PARTITION lYPES SEE SHEET @ A-521 I " 2' 2" ~ I ,.. .~:. N " I.." ~. / ~~ ~ 1'-4" // X X X ~ I N ~ o ix:l I jALCONY [Gill Or __ ~ ~ 1 18 ; ~ ..l__ " "'- - '. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2'1 I '.q- I ix:l 21.. 3'-1((_ ~.; I l ~ Q ',lYYYxxx - " -:rr I~ ... . 6'-6" TO CENTER OF ROD Cl 44" TO UNDERSIDE OF SOAP DISPENSER r L....~ . I .-----J ~)11 .L 54" TO TOP OF UNIT TO TOP OF UNIT TO TOP OF UNIT 54" 54" 2 PER SHOWER HEAD 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH (7 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & 2) BATHROOMS 32' ',' BALCONY [Gill 8'&~ \.) ... .~^Y..m'.~" 8' 18' -1/2" o ..- I "i LIVING ROOM !Bill I I I I - - 5 REVISION 5 ;J ( REVISED RA TING PER BUILDING ) DEPAR:E~ CDlfMENTS REG:: OPENING PROTECTION. ^ A. A.. -..- - A A A A A B H SECOND FLOOR ~'-4" I DOOR NOTES 1 PROVIDE CLOSERS AT COMMON AREA DOORS. 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 5 REFER TO SPECS FOR DOOR GLAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS. 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS. 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" OF DOORS. 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL ''WALL, EDGE ZONE" IN REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR LEGEND DOOR & FRAME WD HM AL GLAZING A B C o WOOD HOLLOW METAL ALUMINUM IMPACT RESISTANT GLASS FIRE RATED CLEARED GLASS TEMPERED GLASS 3'-Y2" 8' 3' -1" +--1/ X>. x N ~ lXX/ +" n " ~t 1l,(;;J~ ~ " . 7~ ~ ~/ .,., ~/ ,,,-"- )t( " I"" ~ ". y > - iI". 8 S" )- '~~~.. 8 ~ g~~ \ A-417 , -A ~ 4'-#/ ], 2,1/" ~ ..A t - /2 ", J ,..-r ~ 2[. -yY- ~ '~/ ...... ~ P5 I \I:'~ ~r.. ~ '~ T " II II " " @J TYP'fNTERlOR WALL UNLESS OTHE E NOTED ~ I DINING ROOM [8TIJ 14'-Y2" ~ ~ I 'N I I ~. " " ' I g L- _ 1)< ~'1 (0 r?c ~ ITA-111 8 o r--. I Ln ..- MASTER BEDROOM CEillJ I I LV, o = UNIT DOOR SCHEDULE n()()R 1_ C'17l:' DOOR I/" ff v v ...... V" ~ 'V 'V --v -V--v YTt"'l!ir ( E101 3' -0" x 8'-0" (PAIR) 1-3/4" G 'ii"11"1-9" ,A., - ^--,/\._,,~ -^- ,......." ^-_ L.. I V"- .,. =0 -x ~ .1::t" 1"' -oJ! 0 0- E103 2'-10" x 8'-0" 1-3/8" B E104 2'-3" x 8'-0" (PAIR) 1-3/8" 0 E105 2'-10" x 8'-0" 1-3/8" B E106 2'-10" x 8'-0" 1-3/8" B E106A 2-'0" x 8'-0" 1-3/8" B E107 4'-0" x 8'-0" (PAIR) 1-3/8" E E108 2'-10" x 8'-0" 1-3/8" B E109 2'-10" x 8' -0" 1-3/8" B E109A 2'-8" x 8'-0" (PAIR) 1-3/8" E E112 2'-10" x 8' -0" 1-3/8" B E113 2'-10" x 8'-0" 1-3/8" F E114 2'-10" x 8'-0" 1-3/8" B E115 2'-0" x 8'-0" (PAIR) 1-3/8" B E115A 3'-0" x 8'-0" 1-3/4" L ~~ 1-3/4" H ( E116A 8'-0" x 8'-0" ) ill 1-3/4" H ~~O" 1-3/4" J E118A 2'-10" x 8'-0" 1-3/4" N NOTE: FOR DOOR lYPES, SEE SHEET A-441 lYPICAL UNIT DOORS ALL FLOOR LEVELS 8' 3'-Y2" I, 2'-2" 1'-1" 15'-8" I W.l.C. I [BJI] 7'-9" , '"\ ~~ ~~ -~ x >< ?"< X Y X~ " I. 2'-?WfA sh'1I" II o -' - I I N 1 ~ I a, '" ! ~ G, G~ o ,I <.0 ~2 10 11 - ;6,-417 KITCHEN I E-ll0 I , C . , ITA-lObi ~ k l' AU" Iv ~2 L j,~ l Xl:: ~-~\ o 0 OgO r-I I I I I I I I o en I ix:l BATHROO!& CB:ITJ 5 P4 15'-~" - A 3 -417 V ITA-51 ----'.. II ::n:: I .- 8 P9 TYPICAl EXTERIOR WALL STYLE UNLESS OTHERWISE NOTED y --'I<- 3' 8'-6" - '" I Ln 84' ~" n I II I ~ I II TOILET ~-112 o I ~ITEIJ Ii~,_~"; ~:,Q ~~--1~. I Cl I / ~ HI~ P4 @)- I I - ---' . I' II II = - ~- I 4~'-~ I 6 _ 7 A-417 8' 4" I LAUNDRY I E-105 I I I 0] 1 - 11: 2' -oYz" I I 8 6' -sYz" ~~o = '1!.. I W I rV 5' -s>-2" HALLWAY 5' I I, (P4~ ~-ct I ;, II H. I~':I ,/ /' / , .. .' .' --u & FRAME LABEL GLAZE ~,_ lYPE v v v HM3 20min ,W& ^NR^- ^ ~A WD WD WD WD WD WD WD WD WD WD WD WD WD AL AL AL AL AL N . N BALCONY [G)[] o co I -.q- BEDROOM I H091 13' -11/2" ~ IE-l09AI 6'-Y2" ;>r NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR 12' -1 oYz. 9' 4" hhhh 8. ~ I ~ ';,., -+ - N I ~ I LO '. 1> NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA " 8 1<--1 I-lI='An 3/A-501 " A -vI "'\- 'JZJ 3/A-525 3/A-525 3/A-525 3/A-525 3/A-525 6/A-525 3/A-525 3/A-525 6/A-525 3/A-525 12/A-525 3/A-525 3/A-525 9/A-502 9/A-501 9/A-501 9/A-501 9/A-502 DETAILS ,I..HAC TI-lDJ:"~ _ V" 1/A-501 2/A-501 i/'LA /'l::1"lm. /\. A.1"l ,"" ~"...^ " ~ ..... =T 1/A-525 1/A-525 1/A-525 1/A-525 1/A-525 4/A-525 1/A-525 1/A-525 4/A-525 1/A-525 11/A-525 1/A-525 1/A-525 7,10/A-502 7,10/A-501 1.4,7/A-502 7,10,12/A-501 1/A-502 2/A-525 2/A-525 2/A-525 2/A-525 2/A-525 5/A-525 2/A-525 2/A-525 5/A-525 2/A-525 10/A-525 2/A-525 2/A-525 8/A-502 8/A-501 8/A-501 8/A-501 8/A-502 3'-9/2" S'-8" -v- "Vv~vv~v V' REVISION 2 ADDENDUM #2 - FEB. 14, 2005 REV/SED FLOOR PLAN TO MA TCH EXTERIOR [LEVA T10N & STRUCTURAL ~~~~~~~ ~ -- CD ~N~ARGED ~LOOR PSC:~~ ~'~~~PL~DAT24XJ6 0' l' 4' 8' WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A , ' . ./ , ~ . '. .,'<. , ' "'. " '&Y:; 0 (~ , "\,.,.-' {' , " ',. ,~(J , 1. 'tD"" , , , 1860 Republica de CubO Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cfy Hwy 3O-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 2003lHESE PLANS ARE CQPYRIGIfT8) AND ARE SUBJECT TO COPYRIGHT PIlOIEC11ON AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORICS COPYRIGHT PROTECTION ACT Of 1990 1l1E PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS 1l1E ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENlS OF THE DESIGN. 4' v .A. ~0 ~ ~ ~ EDROOM I HOB I ~ I 9'-1" ,€~ 47,:f1\ P 1 ~ r~~;; 8 8L HALLWA Y ~ IE-l021 8) -- ~D Ln IT r~T_ I [-103 I ~ ,"", " I I I I I I I I I I HDWR ^ L<;;:~ (5\ 16 ~E ~/ 23 20 23 21 23 22 21 21 22 21 26 23 24 11 11 11 11 11 REMARKS SPECS 1'-9" 1'-10 1 -10 @ ~ - ITA-9 I ~ ..Ll. ~ ~' 8" 'I 1'-3' r XlE -".... \, - - ~~~ SA THROO - 1 - A-417 I E-l06 I (71 O~~ c=J 1 f,J, I I I I I I I I I I I I I II I I I I I ,@)-l 10'-Y2" ,,8"" 4' ~ 11~vv-v~ '); XI I..' .Ll I ~." 1,-1 I ~ 4'-7" ~~~ \78 @)- AX.. ......, " o ITA-101 MIRROR ~ MIRROR ~A-10~ MIRROR ITA 111 DOUBLE TOWEL BAR .. ITA-1~ GLASS SHELF I I ITA-1~ RESIN TOWEL BAR. . ITA=15I SURFACE MOUNTED SOAP DISP. ITH6I TOILET TISSUE CABINET ITA=17I PAPER TOWEL/WASTE rTA=1'8I SANITARY NAPKIN DISP. m=19I 42"GRAB BAR ITA=2ci1 36" GRAB BAR ITA=22I SOAP /SHAMPOO DISPENSER FINISH NOTES ~e..id~l:'t~ ,......'.... ~ ,III t) I.. ~ ~' ,'.,.'. ,"'....".."',.. .' , ,,'..'~'.'.."'.'j "<,' ",", ..". .,..,~.",.....,..,,'.,'.....' ,'," ./.......~~~ PROJECT NO. 03540 3' -~/2. ill (' ~ -M ",/VVAL S""f:,,"11 : I ; I 1.1' 2 i N .,..1 ~ ~ I,.XX> I> 4'-10" i ~ I 00 . ~ '. C> . 2' ,_ IP1Q\1 -w' ~I ...... rvvvI ) I c ~ ~ ,- .. .... ,.' XX ,,-'.,. - 4'-10" PORCH I HOD I ~ 2' I'\..:)<-y'\, BPRC Submital: Date Plotted: June 20, 2005 Date Issued: January 10, 2005 Revisions: ill. , Addendum #2 - Feb 14, 2005 ill BUILDING DEPARTMENT COMMENTS JUNE 20. 2005 - , . : r.D11E@[EO\Y7[E 1m ~ jlj JUN 2 f 2005l~jl _I I PEVELOPMENT SEH'"IGES ClEP , CITY OF Cl E'~ ,-I'. vr,.. r-rp \ ~ I ! 'j> . 03540 CONSTRUCTION DOCUMENTS A-415 Cl ~ ~ ~ , ~ ~ .( / +- c: Q) t:: ::) U / VI Cl c: .~ (5 "<t 8 /E Q)a. 8'~ VI .. VlC") ~@ "Olt') ~~ "0- c:lt') ~~ ~.2 It') .. M c: ~o g-g <'l:::: /0 iLa:: XREFS: A..FP3 A,Units-2 A_FPl A..U nits-3 LFLm-2 LFLm-3 TTlB A..FP2 A..FP.f'EN A..RnishL A_Dims A_FP.Sym S,Col-2 S,Col-3-6 UNIT FINISH SCHEDULE UNIT E WALLS CEILING E~rreOM NO ROOM NAME FLOOR BASE N S E W TRIM I MATL HEIGHT FINISH NOTES E100 PORCH T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 E101 FOYER T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 ~. E102 HALLWAY T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 E103 CLOSET T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 E104 MECHANICAL T I WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 E105 LAUNDRY T I WD PTl PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 & 7 E106 BATHROOM I T CT PTl PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 1,4 & 7 , E107 CLOSET CPT WD PTl PTl PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 E108 BEDROOM T WD PTl PTl PTl PT1 PT2 PT2 NOTE 3 NOTE 4 E109 BEDROOM CPT WD PTl PTl PTl PT1 PT2 PT2 NOTE 3 NOTE 4 E110 KITCHEN I T WD PTl PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 E111 DINING ROOM I T WD PTl PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 E112 TOILET T WD PTl PT1 PT1 PT1 PT2 PT2 . NOTE 3 NOTE 4 & 7 E113 MASTER BATHROOM T WD PTl PT1 PT1 PT1 PT2 PT2 'NOTE 3 NOTE 4 & 7 . E114 WALK IN CLOSET CPT WD PTl PT1 PT1 PT1 ! PT2 PT2 i NOTE 3 NOTE 4 E115 MASTER BEDROOM CPT WD : PTl PT1 PTl PT1 ! PT2 PT2 NOTE 3 NOTE 4 E116 LIVING ROOM CPT WD ! PTl pT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 E117 BALCONY T - E118 BALCONY T - -------== ~ /~ .\ C- . <.0 I -0 ,..,-, ,------- - / 1\ \ B I) - ./' Keyplan SPECIFICATION KEY CPT CARPET VCT VINYL COMPOSITION TILE WD WOOD PT PAINT VB VINYL BASE WC WALLCOVERING T TILE ST STAIN TA TOILET ACCESSORIES EQ APPLIANCE GL GLAZING S STONE ACT ACOUSTICAL CEILING TILE PS PRE CAST STONE SI SPECIAL 1Y ITEM NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. GENERAL NOTE PX' FOR PARTITION 1YPES SEE SHEET @ A-521 ...----..... / 1 \ \ I , ) ~ r I.-- -"'. 2' 2" - '.,' , ,', N ">1 ~ \.' / I I I .....~,./'.-/ I 1 I I I I I 1'-4" ~ DOOR NOTES UNIT DOOR SCHEDULE 1 PROVIDE CLOSERS AT COMMON AREA DOORS. DO~R SIZE DOOR FRAME I LABEL GLAZE I JtlAILS -- HDWR REMARKS 1YPE 1YPE ' 1YPE : - HEAD ,IAMR Ht-(t-~ SET 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. E101 3'-0" X 8'-0" (PAIR) 1-3/4", G HM3 NR 3/~_-501 1/A-501 2/A-501 25 SEE SPECS 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS E102 1 '-6" X 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23 --I- REQUIRED. E103 2' -10" X 8' -0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23 -~ ,- 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. E104 2'-3" X 8'-0" (PAIR) ,1-3/8" D WD NR NA 3//1,-525 1/A-525 2/A-525 20 I- 5 REFER TO SPECS FOR DOOR GLAZING. E105 '2'-10" X 8'-0" :1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23 I--- 1---, .. --, I- - EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL E106 2'-10" X 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 6 - ------- -- ----- --- ----. _. I - --' I- BE GALVANIZED. E106A 2-'0" X 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23 -~-- --- --~-- ,- ---- 7 DOORS SHALL MEET LOCAL WIND SPEED E107 4' -0" X 8'-0" (PAIR) 1-3/8" E WD NR NA 6/A-525 4/A-525 5/A-525 22 ----- ,- --- REQUIREMENTS. E108 2'-10" X 8'-0" 1-3/8" B WD NR , NA 3/A-525 1/A-525 2/A-525 21 -~--- -- , 3/1'. .. -""r,7A~525-'''-- 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON E109 2' 10" X 8' 0" 1 3/8" B , WD NR NA 2/A~525 21 AREA DOORS. n ~",.. E109A 2'-8" X 8' -0" (PAIR) 1 -3/8" E WD NR."""" ~r: 6/A-525 I 4/A-525 5/A-525 22 , - 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS. 1 -3/8" ~ ~R NA 3/A-525 1 1/A-525 2/A-525 21 E112 2'-10" X 8'-0" B .. 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" 1-3/8"1 ~...... ,p- NA 12/A-525 11/A-525 10/A-525 26 OF DOORS. E113 2'-10" X 8'-0" WD NR 1-:,~ ter NR NA 3/A-525 1/A-525 2/A-525 23 E114 2'-10" X 8'-0" B WD 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD 2' -0" X 8' -0" (PAIR~~1'-3/8" , SCHEDULE. NOTED ALL "WALL. EDGE ZONE- IN E115 B WD NR NA 3/A-525 1/A-525 2/A-525 24 REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE- E115A 3'-0" X 8'-Q~ 1-3/4" L AL NR NA 9/A-502 7,10/A-502 8/A-502 11 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR kt'fOv ~~~ 1-3/4" H AL NR 9/A-501 7,10/A-501 8/A-501 11 LOCATION ~~\ NA ( E116A ~:: X 8'-0" ) ill 1-3/4" H I AL NR NA 9/A-501 1,4,7/A-502 8/A-501 11 ~8~" 1-3/4" , 9/A-501 7,10,12/A-501 8/A-501 11 DOOR LEGEND J AL NR NA ArP , E118A 2'-10" X 8'-0" 1-3/4" N AL NR NA 9/A-502 1/A-502 8/A-502 11 ./' - DOOR & FRAME WD WOOD /" NOTE: FOR DOOR 1YPES, SEE SHEET A-601 ..,' 1YPICAL UNIT DOORS ALL FLOOR LEVELS HM HOLLOW METAL .// AL ALUMINUM ,.,.?/ GLAZING --,,-.1P' A IMP~RESISTANT GLASS B <JP ?f1RE RATED ,)ii' '............ ( /~~\ CLEARED GLASS I \ ) ( .3 '\ ) I<' D TEMPERED GLASS \ / \ ' TOILET ACCESORIES NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. ITEM fl ITEM MOUNTING HEIGHT A.F.F. ITA-1 I TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT ITA-21 18" TOWEL BAR &----;I. 54" TO TOP OF UNIT ITA-31 24" TOWEL BAR ... ... 54" TO TOP OF UNIT I TA-4- I 30" TOWEL BAR .l. "'" 54" TO TOP OF UNIT ITA-51 TOWEL RING ..... 59" TO TOP OF UNIT ITA-51 NOT USED ITA-71 iSHOWER CURTAIN ROD - 6'-6" TO CENTER OF ROD ITA-B I NOT USED ITA-9 I SOAP DISH D 44" TO UNDERSIDE OF SOAP DISPENSER ITA-101 MIRROR ~ MIRROR ITA-1O~ MIRROR ITS] DOUBLE TOWEL BAR .L .J. 54" TO TOP OF UNIT ITA-121 GLASS SHELF I I 154" TO TOP OF UNIT ITA-1~ RESIN TOWEL BAR ... ... ! 54" TO TOP OF UNIT ~ SURFACE MOUNTED SOAP DISP. ~ TOILET TISSUE CABINET ~ PAPER TOWEL/WASTE IrA=181 SANITARY NAPKIN DISP. [TA=19] 42"GRAB BAR fTA=2a 36" GRAB BAR fTA=221 SOAP/SHAMPOO DISPENSER 2 PER SHOWER HEAD FINISH NOTES 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH ~/ C. 'I \, 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & L ) BATHROOMS /-/ ,. <'fyI' .Jl' ",? ;;,'f ,~/ ,to 32' ( ?,-4" I 3'-312" r r 3'-1" 8' r -'~, .>< >r , -' .~... ] / N o / 1~" " ~.. II ITI\-\I 8' ~ ,,11' 11"~ "',',",',',',',',',",',',',~.l.(,(',/ " III HI "'" I[l. Jj'~ ~~ ~'::.':.7' MASTER BEDROOM [Bill ... "",d ""'" "d'" ) "" 8 .".,.,'-..1 j x: - X X . l"- I en ~ "'fM\'" "" """ """""'~,;PY.....;.;:.. " " ~ ?-,..~;--/' / /" ;/ /' ,:~I ,/ .~;J' ~v// ./ r /} .:$ I N -'~ ~- -.q- I ' >... ~ ~ I N , ' ~~'- 8 . .q- I -00 -'~IN - r--t- -t- , '-" 3'-10:' -' : I X I ~ X IX Y;x. X X'x/ I~ 511 B A A A A A B SECOND FLOOR x... S' '....'6'2- ~~ 8 l~V,,': o ~ I I I I I W.I.C. IIEill 7'-9" . ... 18'-1~" 8 -'. ~ (9'\.. g~/ \ A-417 , A ~ ~ 4'-s.Y ~ , 2,1/11 ~ ...I ) - /2 /':J"rf" ), +--~ 1I r ., ~c-.r ~~! -eN 15'-8" '--- . ,..,-" t- '@ lYPlCAlINTERlOR WALL ~LE UNLESS OTHE I SE NOTED I ~ y , ~ I <.0 - - !r\ o 0 OgO ~ ~417 KITCHEN [BJ]J -, I I I I I I I I en N LIVING ROOM [Ej][] II II II II II 3' = -.q- I DINING ROOM [BJJJ I '14'-312" --',.. 8'-6" , N I en 84' - 2~" -'~ ~ I -N <PD- I · (>, I . . I II II = ~ ~- I L- _ 8' r/ 3' Y2" 2' 2" 1'-1" r ~_:2 r o~ . O'l I '"00 BATHROO!& I TiHClbl [EillJ 5 P4 15'-212" - A 3 _117 (()~ Y ITII-5 I -~ "'ft I' 1"1 8 -----' T :~lJ TOILET / ~-112 · 1 , =~ [8] 'f- <.0 ( -r- ....~ ".J en. 4'_^1L" " ~2 . >,Q- II ~ '0 I , [ II-l~ j I , r ItJlJ -r I 1// ~. ~ @-~II I 6 _ 7 ;4,-417 ',I"Jl\ -,- 8'-4" t_2J I .- LAUNDRY 1 -111 I H05 I --L 2' -cV2" I. I 8 6'-~" II n = II -j:jjlI (1\' "\ Q) ENLARGED FLOOR PLAN - UNIT E \\ \) 1 ~ _ SCALE; 1)4>> l' 0" WHEN PLOTTED AT 24 X 36 \ . __ I \, / 0' I' 4' 8' '~~/ WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ....." ~... . . ' " ,.:~. )k,',~" ". , ') I:' '....,'," \. ,"p'" J ~'. ,,".. ~ ~., ::', '"",. . .... \.(. ....'. "t~,."' '/,""",,' j ~" : -. ~~ ,," ...~ ,\ l-..~ ,\r:i~~' ~ ~ .~ ") ." ,,\J ,~1 .~, . ,j', I... 44 .~ ~. ....,'~/ :;, '''(~ "., ~ :~,.? :" \~ ' 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ,\i:\:i)12:QtI .~side.qt;\ ,,' ",', ~, tI '~, :':' '~ E""i ~ y 12' -1 cV2" ~ 1 I I l' 9" 1'-10" 1'-10" r-- @ 4~ ""Cl~ ~ -y \~~~1~ ( 8 8~ ~ ~-=----=/- i HALLWAY ~ I E-102 I 8) --- ~i:-J en ITETI~'i'A=4 2 I..!"-=..'l. BATHROO - 1 - ;4,-417 I H06 I )TA"C; II ,~ \ ! (( t \ .. \\~ ))[TA='~ [-~~ I I I I, I I I I I i I I 11 I ~llllT ~' 10'-312" ----....~--- ~ I [-101 I ./' VB - - r.-- '<:, . ~-10" __ " 1, r -+ " I 2' I ~. r-~;~I ' r X",/' -' 3'-9~" r II ~ ' "'t I ., S' .1 . ~I ,J'- 2 _ N 8 1 - ~ .. ".... ....,.. ....,.. ....... Ii 1 , I , 9'-1" , I I I I I I -00 ./ I 1 / I . :/ I 3)1tfoNY YR!=illJ , I I I / i ./ I / l/ I I / I 1 ' J 2'2" -'JI ,......... //;q--~"~ ' / ~ -...::., I I ..<~( ~....., \ N , T'" / ( ,\\ ~ " '\\ - C I '! , ' /, _ "Ie , "~" \< --",/ '.. ' I 2' - 2~ lb ...... ~~ ~ /// I~ ~ " --- / ~ fr, ~ '--~------- ~// ~)~ <~/ I I~I ~ M CH I H09A I [t1Qt) - "ti.!J I 104 A i 5'-&1"_ _ i G'-oJ>" ~y ~ ~ ,~ 5' I, LO I. \P4 J1 ~-ct 8'-8" ON If N ,----- - '--,--'1.- N 3#"(' v 4' 8" 4' 11-vV'~V'~1\... , " /, , ~ · -------=t<- >( BALCONY )( c::EIj]] o ~ ~ ~@ ~ ~ ~ x: I ~) 1'-9~", x:/ I x:/ : 'y 'j/lr . OJ I -.q- 9'-4" EDROOM 1[8Q[] ~ I rr l@) lYPlCAL EXTERIOR WALL SffiE UNLESS OTHERWISE NOTED BEDROOM I H09 I 13'-11~" I , l- f- P4 .:$ I ~ I ! TII-9 I 8 ~ _ (,1..C\UT -I I E-103 I I n.S 1 ';.,., ---::-r- - N I r,,:, I 4'- " 4' - 7" ~ R lit r 'x/ '/ .' '" " -' ,. ~ ~ " ~ o ,,/ ./ / I I I I I \ I I I I '........ '" 4'-10" ? PORCH I HOO I ill '.. I-- ~ I '"00 - V"-v 'V V vv~~ v- REVISION 2 ADDENDUM #2 - FEB. 14, 2005 (> REVISED FLOOR PLAN TO MA TCH EXTERIOR HEVA TlON & STRUCTURAL .A. .A. .A. .A. .A. .A..A. ~ ~ 2', ~~ > /, ..',A ) I .I " ,,,,,,,",-'!On, '\ t ~ i'-~" f' t ----,. J, . 4' I """4' iJPl-',~ <', ,""\~'~ , '-:. .~~ '~, BPRC Submital: Date Plotted: February 15, 2005 Date Issued: January 10, 2005 Revisions: &. Addendum #2 - Feb 14, 2005 -,-- ~- ,-- C>2000 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND 'ARCHrTECTURAL WORK" UNDER SECnON 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHrrECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOsmON OF SPACES AND ElEMENTS OF THE DESIGN, '. '.. '. ' ,,"" ",~".~\:,:, 'i""ijl.cllO-' \ ~, ' ~ t , . " '; "'Ul f Cii'fQ i, .''1 ,',l",,' .... . L;;)}4//-~<<~- ..". .. f!C)L!:fJ , ".,<<?;rl-?#'<If'iL.,.c,#>?ltd ft::~::?'l-'~eJ.tj~?-'f& I PROJECT NO. 03540 ( 1 1 '~I...J I b," I I I L~ 1 /" <,( 8" ~} 1 l' -3' ~ """ ... / ~"'" :I:: - -~i ~ !u? ~ - ;~ . 03540 ~ 't? ~ , ~ -< / - C ~ :) U / '" Ol C .~ o ~ 8E /0. CD II) 8'9- ",C'l '" ~ ~@ Eg ~C'l '0 ' CO ~~ ~Q II) .. ('t)c ~O g-g C'l:: /0 a.: a:: XREFS: A..FP3 A....Units-2 A_FPl A_Units-3 LFurn-2 LFum-3 mB A....FP2 A....FP-PEN A....Finishl A..Dims A..FP-Sym S_Col-2 S_Col-3-6 UNIT FINISH SCHEDULE UNIT E WALLS CEILING -- IFrreOM NO ROOM NAME FLOOR BASE N S E W TRIM MATL HEIGHT FINISH NOTES E100 PORCH T WD PTl PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 -- E101 FOYER T WD PTl PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 -- E102 HALLWAY T WD PTl PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 - -- E103 CLOSET T WD PTl PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 -- E104 MECHANICAL T WD PTl PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 ~, ,-- -, E105 LAUNDRY T WD PTl PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 & 7 E106 BATHROOM T CT PTl PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 1,4 & 7 -- E107 CLOSET CPT WD PT1 PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 ,- E108 BEDROOM T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 1---' --- ---. -- E109 BEDROOM CPT WD PT1 PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 ,,- E110 KITCHEN T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 E111 DINING ROOM T WD PTl PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 -- E112 TOILET T WD PTl PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 & 7 E113 MASTER BATHROOM T WD PTl PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 & 7 - E114 WALK IN CLOSET CPT WD PTl PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 E115 MASTER BEDROOM CPT WD PTl PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 E116 LIVING ROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 -- ~--" E117 BALCONY T - -- I---- -~ E118 BALCONY T - -~ r -'I<--- -----=: ~ ~ I \ ~J - . <0 I <:::, r<") SPECIFICATION KEY CPT CARPET -- VCT VINYL COMPOSITION TILE - WD WOOD -- PT PAINT VB VINYL BASE ~--~.~-- WC WALLCOVERING .---. T TILE ST STAIN TA TOILET ACCESSORIES EQ APPLIANCE -_.~--- GL GLAZING -- S STONE --------- ACT ACOUSTICAL CEILING TILE PS PRE CAST STONE SI SPECIALTY ITEM NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. GENERAL NOTE ~ ~~~ARTITION TYPES SEE SHEET , q) I -------_._-----------~-----_._._._-_._--- '" 2' 2" " !l- =-~ . I\N '-I'~ ~. 1/ ~v -'~- o 00 I jALCONY [BJIJ . -'r- ~ .q- 1< ~-'k--- ~ . ~ ~ I N 8 '.q- I 00 I 1 2' 21.. J'-IQ.I- I ~'~L ;< ~ =d I """, - '" I' 0..1 lX X >:x ~;/ " ~ . ~_ -'--I--- " I r-- 1<:11 I ,..-----, (~)- Keyplan TOILET ACCESORIES NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. ITEM ~ ITEM MOUNTING HEIGHT A.F.F. ITA-l I TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT -= --'-+- ITA-21 18" TOWEL BAR ~ 54" TO TOP OF UNIT 1----,-- , ITA-31 24" TOWEL BAR .I. ... 54" TO TOP OF UNIT --_._,,~----- -- - ITA-41 30" TOWEL BAR .I. .I. 54" TO TOP OF UNIT 1------ I TA-51 TOWEL RING -- 59" TO TOP OF UNIT --",~-,--+-- -- ITA-51 NOT USED ---------1 ITA;71_I~HOWER CURTAIN ROD - 6' -6" TO CENTER OF ROD ITA-8 I NOT USED -'''-- ITA-91 SOAP DISH CJ 44" TO UNDERSIDE OF SOAP 1--'----, -- , DISPENSER ITA-lo1 MIRROR ~A= 10A1 MIRROR -~, , ~A-l0~ MIRROR ---.. I TA-ll I DOUBLE TOWEL BAR .L. J. 54" TO TOP OF UNIT -,--,---~ ITA-l~ GLASS SHELF I I 54" TO TOP OF UNIT -_..,.._,- ITA-l~ RESIN TOWEL BAR .I. ... 54" TO TOP OF UNIT ~- ~ SURFACE MOUNTED SOAP DISP. fTA=i6I TOILET TISSUE CABINET fTA=17Ij PAPER TOWEL/WASTE fTA=iBI SANITARY NAPKIN DISP. -- -- m=t9l 42"GRAB BAR ~ 36" GRAB BAR ~ SOAP/SHAMPOO DISPENSER 2 PER SHOWER HEAD FINISH NOTES 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATIERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH (;) 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & BATHROOMS 32' BALCONY [BJIJ 8'-4" ':=x. 8 18' -1/2" ~:-' n ('-J LIVING ROOM [EillJ II /I /I /I /I II ~ lYPlfNTERlOR WALL UNLESS OTHE SE NOTED ~ ,.._---_..~..- --,_.._----"-,, ",-, -. I DINING ROOM [BTIJ --}-y,. I -". ~L .1< J,..~, "~, .. --------1 A A A A A SECOND FLOOR I 1 II.., " I R DOOR NOTES 1 PROVIDE CLOSERS AT COMMON AREA DOORS. 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 5 REFER TO SPECS FOR DOOR GLAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS. 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS. 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" OF DOORS. 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL 'WALL, EDGE ZONE" IN REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR LEGEND DOOR & FRAME - WD WOOD HM HOLLOW METAL " AL ALUMINUM - ,,,- GLAZING A IMPACT RESISTANT GLASS B FIRE RATED C CLEARED GLASS 0 TEMPERED GLASS 8' 3'-1" ---1-- r --~"._._~...'>,.,:...'\>:-:-._._..---~_._- , " ...--~.-..~.--~-... ---Or UNIT DOOR SCHEDULE SIZE 3' -a" x 8'-0" (PAIR) DOOR FRAME TYPE TYPE 1-3/4" G HM3 ,-.._-- 1-3/8" B WD 1-3/8" B WD 1-3/8" 0 WD 1-3/8" B WD 1-3/8" B WD 1-3/8" B WD ....-.. 1-3/8" E WD -- '''---, 1-3/8" B WD f--,--- -, 1-3/8" B WD 1-3/8" E WD '-'-,-,--- 1-3/8" B WD 1 -3/8" F WD 1-3/8" B WD -, 1-3/8" B WD 1-3/4" L AL ---- 1-3/4" H AL -- 1-3/4" H AL -- 1 - 3/4" J AL 1-3/4" N AL NR NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA ~, NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA NR NA .::===:J rY ~ X 'v -' .---- 'lL:' L .J o ~ 1--" ITA-111 B . r--- I en MASTER BEDROOM [BJIJ I I I W.l.C. I [8JI] 7'-9" DO~R E101 E102 E103 t---- E104 E105 E106 E106A E107 E108 .. E109 E109A f-- E112 E113 E114 E115 E115A E116 E116A c-' E118 E118A LABEL GLAZE TYPE l' -6" x 8'-0" 2'-10" X 8'-0" 2' -3" X 8'-0" (PAIR) 2'-10" X 8'-0" 2'-10" X 8'-0" 2-'0" X 8'-0" 4' -0" X 8'-0" (PAIR) 2'-10" X 8'-0" 2'-10" X 8'-0" 2' -8" X 8'-0" (PAIR) 2'-10" X 8'-0" 2'-10" X 8'-0" 2'-10" X 8'-0" 2' -0" X 8'-0" (PAIR) 3'-0" X 8'-0" 8' -4" X 8'-0" 8' -4" X 8'-0" 10'-0" X 8'-0" 2'-10" X 8'-0" NOTE: FOR DOOR TYPES, SEE SHEET A-601 TYPICAL UNIT DOORS ALL FLOOR LEVELS 8' 3'-9>2" 8'-8" 1'-9" 1'-10" 1'-10" r- - -1--- __n - _U. -l -r- i- r N' II _____: ~ 1____ _____ I ! I I · ~ - .- n --- _;z, %~~~r -~ ~-~-'. :t .'"-@r===-@-='In --- :-1-- I I/I~I < ~ .Ii I v I N /",,, ~ ''', !BEDROOM II HOB I I x: ---'~ L/ 0..1 I ~ ',)<~I' U --'.-----. U X >< >_ _, {. 1 L@) :.. lYPfeAL EXTERIOR WAlL STYLE UNLESS OTHERWISE NOTED ~-lV ~~I~I~ ~ ~.-~ ~~~~ - 8 'n;,... i El04';' " e J -, &'c;' - J -~~. -- -- - - _&'-y,~ '" J X-J __ __ HALLWAY ~ '" ,.. ---'---'---'--------'Lt) (" ~r) 3'-3/2" 2'-2" 1'-1" r-T 12' -10/2" "- " "- " "'" l' -4" 9' -4" 8" ''', t-'I-,u--~~-----~..--n-r=r__ -',....'., .._'~-~~,-~,--,--~- ~<~.y- (0 , >: 0..1>< r'-4" 3'-3/2" r r r ~ I.-- 1//> )<"1' )S II 0..1 XX A~<0 U xl ~ '1'/ >< / ,/~/ 1/ ~ ~~II ~")11/ 8'V1 ~~E11 cI'y> V /~ [rl1~\ ''--<5'- ~~y ) "~<> ~ <~~) '\'x 8 /~ ~ 0 ~/// 0> \ A-417 'A ~ 4'-#/ ' l- _ 2~" A. ..A) -~ Wti~ I 15'-8" - ~ I cr, N I ~ y ~ BEDROOM 1 [-109 I 13' -11/2" P4 ~ I '.q- ~~~\ o 0 OgO ,...--..,,~ 4 P2 '- B '---' 7 I 6 - ;,\-417 8'-4" ---;-- I LAUNDRY I [-105 I I 8 ~2 10 11 , - ;,\-417 KITCHEN [8IQ] 0~ 0~ 3' l~ @- I "", " ~ 8'-6" I I ' )~'=..QYfJ.- I I ,1 84' - V2" I I --.I=RJ' I H It: I I I , I I I I I I I 1 II II '= ,.----." -~- II II '= ,> /' /' / (\') CD ~~ARGED ~LOOR ~C:~~~~.-~~~:P[~~DAT24XJ6 \~~ 0' l' 4' 8' WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 20031HESE ~lANS ARE COPYRIGHTS> AND ARE SUBJECT TO COPYRIGHT ~ROTECnON AS AND "ARCHITECTURAL WOIll(" UNDER SEC110N 102 OF THE CO~YRIGHT ACT. 1 7USO. AS AMENDED DECEM!EIt 1990 AND KI'IOWN AS ARCHITECTURAl WORKS COPYRIGHT ~ROTEC110N ACT OF 1990 THE PROTECnON INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF S~ACES AND ELEMENTS OF THE DESIGN. ~e60idel) ~ " t'>a-. (i , 'j, , ':.f" j., vii' ... ~""'..""'" r"I,", '.,',"',-,,'...,. '.',..., '. ...,>( ~ -,./" I , "~~'I'( i ,." ,~i I q,;);,,' '"% /~"- 'o.. - '"")' ..-) .~, c / '. .." .(:".""1 .,' '. (--"/_ ~/uuu",.n/ .@;Y a'.kSr:,?"'~1 PROJECT NO. 03540 [-----~,----- --..-. ~ '---- ---------" ~ ------ " DETAILS " HDWR I- HFAn..----~JAMR "--T-fi=n~ES:-- SET 3/A-501 1/A-501 i 2/A-501 25 SEE SPECS 3/A-5~ 1_.1L;=525 ~lYA::52~-':-_} 23 ~, -=~-== ~__~_= ~;~=:~~ ~-;71=:~:-=t~ ~~~~~;-: ~~r -~~=-==- ~;~=:f: -I-;;;=:~: -~~=:-~~ +-~~ -I u_n_ - - - - -- 3/A-:-525~tl.1A-52S. _ h;~::525n - ~j3 +. ~- - _~-~ =-= 6/A-::5~~ _ t-.4~A-525 ___ _ ~(!,~~2~ -r...?-?" t _ _ _ u__ _u_ _H_ :~;=:i:lj~~=:H---=j~:=:;:_ H~t -: u~~==___-= ~;~~~~5tii~~~~~5. -~ ~~~~~~~j~~~~=-== =--_~::::_:: 3/A-5z:; ~ _1jA-525 _ __ ..31"^-~2.s._ 2:3. 1----- _ _ i~i~iii=ff:~;l~:l~ 11i~~1::1-~!-r=-=-=~ - 9/A-501__p"O'12/A~~J8/A-=50;'-J l1j=--=~==_=-= 9/A-502_ t~lA-50.?___ _~L~-::..~g.?_-+--_~_ 1,_ '.. ..______,_____..__~ I 1 REMARKS re ~ JAN J 1 2006 4 4' 9' -1" ,<----..- -..------, '--,--_.._-",... @ :l- in CLOSET 8" ,F-r 1'-3'1 ' -,r - I i -- T r 8 ~~I~ 1- ,.J.J.J. -._ I L. ,T L ' .. / .._,_-L...l.. Sf:;: - [ , ~~~\~~r 81 Bt;~;;~~,:' -_ ,......- frA111 I~ U r()', (, I \\ ,,/ LIA-[,o..oj I I 1 FtJ" I I L.1., U 1 ,.1. I I I II I I, I I LI U 4'::7"- -1--- __1D'::.Yi'..~ __ _ I. ~ - ~~~ @----- -- Y _~ - x/, - , 1 , ,"'T I, - ~U ," I,J' - ......" "'- " r--- , PORCH I HOD I -~ r:- T~ ~ ;,/' /' ,II ) I I '~"',....., '-',. ...:.:~ "'.~, l I I 1 BPRC Submital: 03540 .~._---~---_.~---~-----------~ '"-- -.. ---.-.-----..---..- Date Plotted: January 10. 2005 ------~------_._---,_..,----.-.._- -- --------.----- - Date Issued: January 10, 2005 CONSTRUCTION DOCUMENTS " --..*", -- r- .. -' mif~~~_-- A/41'S I Revisions: i ,.. ..J XREFS: A..R'3 A,Units-2 A_R'l A..Units-3 I_Fum-3 TTLB A..R'2 A_FP-I'EN A_FP-Symb A..SP S_Col-2 S_Col-l S_Col-3-6 LFum-2 US CEILING LEGEND l CEILING 9' 6- AFF CEILING 9'-4- AFF 1/ "~ CEILING 8'-8- AFF CEILING 8'-4- AFF L I G H TI N G LEG END LOCATE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERYt1SE L-~~ [] BA THROOM FAN BL-X EXTERIOR WALL MOUNTED FIXTURE L-~~ Q) JUNCTION BOX FOR FUTURE CEILING FAN OR LIGHT BV-X WALL MOUNTED LIGHT (VERIFY HEIGHT) BATHROOM VANITY L -~-9- Kt=~ III III DECORATIVE SURFACE MOUNTED FLUORESCENT LIGHT SM SURFACE MOUNTED CEILING LIGHT FIXTURE L-~-9- L-X I I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) BL-X SURF ACE MOUNTED BALCONY LIGHT FIXTURE KL-X L-~ L-X<O RECESSED CAN LIGHT BL-X WALL MOUNTED ENTRY DOOR FIXTURE RC-X LS~ <0 L-X-9- RECESSED SHOWER LIGHT CL-X CLOSET LIGHT L-X 6 L-X -+ RC-X D DIRECTIONAL SPOT LIGHT BL-X SPECIALITY PENDANT L-X 6 L-X 0 RC-X D DIRECTIONAL SPOT LIGHT RC-X CABINET ACCENT LIGHTING L-X @t SURFACE MOUNTED FLUORESCENT LIGHT PF-X CHANDELIER LIGHT FIXTURE BY OWNER UNDER CABINET LIGHTING " .. " '" .. '" '" '" L~8 .. 1.-8 .. " ~-4 "BALCONY y-4 : .. . " #.... ',I E-1t'11 .. .. . . .. Jo": " , ", , " " .. .. '" '" '" .. " " ~ ARCHED DRYWALL SOFFIT ABOVE MASTER VANITY AIR SUPPLY 171 U 7 u RETURN AIR EXAUST FAN BPRC Submital: Date Plotted: February 11, 2005 Date Issued: January 10, 2005 Revisions: In. Addendum #2 - Feb 14,2005 I ' I I j 1'----,1 L__---l '''y-' , .D, -or-^ FIRE SPRINKLER HEAD STUCCO FINISH ON UNDERSIDE OF SLAB SEE DETAIL 11/A-505 STUCCO FINISH ON ARCHWAY SOFFIT SEE SECTION 2/A-310 INDICATES EXTENT OF CROWN MOULDING ... FIRE SPRINKLER-SIDE WAll REVISION 2 ADDENDUM #2 - FEB. 14, 2005 LlGTHING CLARIFICA T10NS. ADDED LIGHTING NUMBERS TO COORDINA TE WITH THE SPECIFlCA T10N SECTION SEE SECTION 16000 LIGHTING SPECIFlCA T10NS PAGES 1 through 4 A A A A A B H PROJECT NO. 03540 GENERAL NOTES 1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION. .....:..,t' PORCH I (-100 I .,~ ", '" '" )>> : : ~=: ~', " " .. " . ,'Jl-' .... ", ~ " .. " " " L-8 >' ~-~ " " :, #...... " L-8 " ~-t. ~ y .. " BALCONY ... I (-117 I ... ... ::', '.::: , , , , , , ..,."""""..."""..""".'",,'.'i"..' 0') ~ ri. u ..... S'l ~ .( / - e 0) t: ::.l U / Vl 0') e .~ ~ o -.;t o o /E 0) 0 0')0- C-.;t Vl .. VlCX) ~@) j~ '0' e~ ~~ ~~ Li).. Me ~O 8-0 00) C'l::: ~.Q a.. a.. Keyplan " BEDROOM .._..............IE~109j Q) " :,')h' /GJ </.. '... "' ..... / , Rt~ir:' " / /H A .. 1 ,//tL(~..., " /~/"" /;/ , " / , / / // .L~Y'~/ ///,~~C::.J~ /' ,',' / ,// / // / /// ' / / / / //" ,/ ,/' '/,' / / "/'/ // " // / /' / / / / // ,/ ( "?;x:<(/;/:// , / / ,/;/ , " L7~/> .. R'C.... . ,/ /,/ , , / E- 2 ;/ / /',/, / /;/",// / / /// / /'/ /" / / /1 ,/ // ......../ .'...L.../'./~ ...(~:../. / ...""" "'.'.'~'.'..,','.,'.,',.....,/l,,, , ~t ,', L-4~ .- RC-1Y .'. . /" ,// /1' / / / , ',--------, !II L-1 I 8)11 ~H .1_ "I ~ - - -~ ~-- - ~ ,h.,"""'f;~4~.<,' ", /__. L.,.4~ ~-lY / ,/' /' / ...;.........r........r.......;... ...........j[ / ....;(. ....;-:. L-25 ~r..li 0 ' .............~... ...y.... ,/ ) /' ..'~ 'r / Q1~'f)~/. /1 ">. >!?i'(~)>i ~; / ;. : '.- ) } o I' ?:ll'" .i /)/)/ / _/ // ) / ..' )' )'.../ / / )' /' / ;. ') ; , y ,/ / :,;,' r: \ \ \ ). ENLARGED FLOOR PLAN - UNIT E CD 4' I 8' SCALE.' 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 1\- 0' l' WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A t,'1 <:t.€t;idEllQ, )i" ""'.'.'",,, 't:'~ II " '~ ~ , ~ t+ REVISED 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 1 08 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 D MAY 2 5 2005 E W ' , ~~' (i;"""""- .""""'>;" ' '~'~ j , (,,1 " , ?#<,6.t:~€e?Cd ~~.:::--/'.'e..€.,fki€"'~a~ t;?" , 'l'! b, I / .' ,,' ~ \ ~".4 C)j: G> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJ EeT TO COPYRIGHT PIlOTECTlON AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYl1IGHT ACT. 17USO. AS AMENDS> DECEMBER. 1990 AND KNOWN AS ARCH ITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT ANO COMPOSITION OF SPACES ANO ELEMENTS OF THE DESIGN. SECOND FLOOR 03540 CONSTRUCTION DOCUMENTS A-41 6 XREFS: A..FP3 A..Units-2 A_FPl A..Units-3 LFurn-3 mB A]P2 A..FP-PEN A_FP-Symb A..SP S_Col-2 S_CoI-l S_Col-3-6 LFurn-2 US LIGHTING LEGEND [] BA THROOM FAN Q) JUNCllON BOX FOR FUTURE CEILING FAN W/L1GHT III'" \.~, .~ I If) ULO ~ ., ,>> .. ,>> ., .. ., ,>> .. ,>> .. ,>> .. ., ,>> ,>> .. ., ,>> ,>> .. Q-' .. .. .. ,>> '" ,>> .. BALCONY .. I E-117 I ,>> .. .. ,>> .. ,>> .. ,>> ~, .. .. ,>> .. ,>> ,>> .. .. LOCATE L1GHllNG AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE CEILING LEGEND ~-~\". UllLlTY L1GH-ri5,URF ACE MOUNTED yi -;;, . ~ i?- sR- ~ ~ ~ -+- III DECORATIVE SURFACE MOUNTED FLUORESCENT LIGHT "~1\.~". ' I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) "~'r, UL ~ ".;\i' O~~,\~ECESSED CAN LIGHT ~~ RE~ED SHOWER LIGHT "i'i)t,. '~'\" >1~8. DIRECllONAL SPOT L1GHr\i",_ '-:t...,:-;. '~.. "'\.~>;i SURFACE MOUNTED FLUORESCENT '~GHT EXTERIOR WALL MOUNTED FIXTURE [---,~--~ I I I I I I I I I I +1+1+1+1+1+1+1+1+1+1 -I-j-I-I-I-I-I-I-I-I I-I--I-I-I-I-I-j-I-I- ARCHED DRYWALL SOFFIT ABOVE MASTER VANITY CEILING 9'-9" AFF WALL MOUNTED LIGHT (VERIFY HEIGHT) BATHROOM VANITY [2J [2J EXAUST FAN CEILING 9'-6" AFF ~ AIR SUPPLY CEILING 8'-8" AFF RETURN AIR PENDANT MOUNTED CEILING LIGHT FIXTURE (BY OWNER) SURFACE MOUNTED CEILING LIGHT FIXTURE [2,','777, ',',,','/~/ '/ //>>// // / // > // / / / " " / / C:_~ r =---' J l INDICA TES EXTENT OF CROWN MOULDING ... FIRE SPRINKLER-SIDE WALL CEILING 8'-4" AFF BALCONY CEILING 10'-0" AFF '. / , ,0, -or-:-:: FIRE SPRINKLER HEAD SURFACE MOUNTED BALCONY LIGHT FIXTURE WALL MOUNTED ENTRY DOOR FIXTURE CLOSET LIGHT GENERAL NOTE S SMALL SPECIALITY PENDANT 1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO REVIEW SPECIFIC L1GHllNG LOCA 1l0NS WITH INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLAllON. cO CABINET ACCENT L1GHllNG ~ CHANDELIER LIGHT FIXTURE BY OWNER UNDER CABINET L1GHllNG .. .. ,>> ,>> .. .. .. ,>> .. ~, "BALCONY I E-1W I .. .. ,>> ,>> ,>> ,>> " " ,>> :1'> [ : T i J ,>> ., ,>> .. " , *: ~ ., " ,>> " .. ,>> " " ----./' .. " ---.. .-. ,-_._"-,_._--~-_.--~~~--~ ---~~--------~-~-'---------~---J~- ~ / - </; ?~~/~~~~?/ / I 7 --~,--+ I / " / I "'-. -- 9"H X g"W DRYWALL t---=t DRAPERY POCKET (TYP) I I I I ten I I I I I t- I I I " " " " " " " Q) .. LIVING ROOM I E-116 I .. 7' " " .. 1/ / / / / / / ' ... ~ '0 ci ~ N I 1 / - C :g :> U / '" 0> c .~ o '"t ~E 0)0. 0>::: o " ",N "'~ ~@ Eg ~N '0- cO ~~ ~Q II) .. 8c /0 g-g N; /0 Ii.:([ I Keyplan / / / / / /-" / / / ~ A A A A A B H SECOND FLOOR F~-~/ ;~/ /// / / / / 1,'__ --..:...... /---L_ / , /' ~ BEDROOM I E-l09 I I I r~--- I I I I I I I I enl t I I I I I I , I I I -*- Q) ,~,o S~ / --~---_:,----<-~-_....... , ft' / / / ./ / ,/ /<<~/ ~:=:=-:--:~------ / ///// /' 1-- - - - - - - --, / ,. / / . " /////, I I .~//>~/ I -* I . ///// I ~ II / /// // L________-.J I " / ,/ / / 7---:r-T ' -7'-',~' '.. .J ~, ------ / //>//,'j/6/~'/ //~////"_______ ,.()...' / / / /0... / G) ENLARGED FLOOR PLAN - UNIT E SCALE.' 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 ~- 0' l' I 8' 4' '~>, , /~, /~;:~'V><XX~ / X /, ,x,; ,',,' " , , / / /, lt~-\ "" "",""" ~~, ',*,I'~ " '""'<4, /,:-,,-c:'..,'A,.---1 ~ ., .. , , , WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A BPRC Submital: '</:.0 . \)~y,;~, \ '" x', \"" '; .\ - < ,''.I ".,I,),i<,;i".,.:'N'. ,,' . 'V Vlj Date Plotted: January 10, 2005 --~-----,--'''''-'-'-~---- '--.-' -"....----" Date Issued: January 1 0, 2005 ..__~___.__....__n_"~ ......_ _,__,_ ..",____", 41..eti,',i d eo 11 -,:; ('>~ tZt~f ',. ',~\ ~/, .rJ;",.. .~~~,r,',., ,..... ,/t ~ .~ I~l "" ,;,)/,,"-- >Ii .. (f:-~' ') (',7U;~.,.h~J'~",rr/ ~:o/ r'f";"Jt"~7r _______'__u_"m ''',,,_. _m_ ,,,._.._____, Revisions: 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E cty Hwy 3O-A Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 2003lHESE ~LANS ARE COP'l'RIGIfTB) AND ARE SUBJECT TO COP'l'RIGHT ~ROTECnON AS AND "AKHITK;TURAL WORI(" UNDER SEC110N 102 OF THE COP'l'RIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHiTl'CTURAl WORKS COP'l'RlGHT ~ROTEC110N ACT OF 1990 lHE ~ROTECnON INCLUDES BUT IS NOT UMlTED TO THE OVERALL FO~M AS WELL AS lHE ARRANGEMENT AND COMPOSITION OF S~ACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 ___ "~_"_~_~~~~____ , ,__n__ _ '.. ._, ,,_ _____._ J XREFS: TTlB AJntElev A_FPl S_Col.l A..FP3 S_Col-3-6 ~ -> Q) Q) ~ ~ < / - e :g => U / '" Ol e .~ ~ o """ ~E Q)Q. Ol~ o .. ",('01 '" - ~@ "Eg ~('oI '0- eO ~~ ~Q II) .. Me 5?-o g-g ('01;: /0 0.:0:: J , ~ I I I I U I KITCH EN RAISED CEILING ~ SOFFIT ~..... EQ EQ , l'- n__'d 'I -r [illI] I I I ~I '~I I I I I ~, '00 I "00 . o I ...., ,n_ CUSTOM CORBEL UNDER i/ ARCHED SOFFIT BPRC Submital: SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 jARCHED OPENING / LDING 1. ri \.. ~CROWN MOULDING 11= =11 d ~ / "" PANTRY UJ / CUPBOARD / \ / , / \ 1/ / , / \ / " / \ / , , \ / / , / \ \ / / , \ \ / \ , / ~~ , ~ ~ / \, " / / \ , / \, / , / , / \ / , / ::s;===== =====;z: \ / '\ / \ / \~ / \ I \~ / ~/ 1\1 / .0 <0 \ I 'Ix> I / ~ / =~= 7 ~ = ~ \ = \ / 'b =~- =1= I ;..-, = \ / I \ \ / ~ J I '\.. " \ k \.. - " TRASH COMPACTOR 1:- I .. 00 l J l j I cj DISH ;/1 t'" I ~ ' / " WASHER / " , / " ; ;' , / " / " / '" / / '\'\, / / / "'-.. I " 'Ix> I 'Ix> 4" 1- o ALC~~,~, = 1'-0' CROWN MOU . 0> I 0> J .. "cA .. n ..."._ "'" _.n / / \ / \ / , / \ \ / / / " / / \ / / \ / \, \ , / / \, ! / / \ / "- \ / I \ / r \, \ / I \ " \ \, , \ \ " / \ n ~ ~ \ / / , ! / ... / \ , / " \ , / " ~= - "'c- - -- - - = --r ~= - F= =7' , / == - - == ==7' 1==7' \ \ \ \ / I \ \ \ \ / \ @~ \ ! \ ... / / \ I \ \ / '. "- / \ \, / \ / \ / / \ \~ " \\~ ~/ / \~, .k , \\~ ~/ / ~/ \ a I ------{1Q]K] 'Ix> ~~ //~ [ //1 f'", . ~ \, c.o [ ] I / / " ':q- / , / ~ / , / , / , / , '<----" - "" ===::C'-=iZ= ~ ------ -------.L -,----- ----- -----7- , / \ , / , , / " / , , / , / ',. / , / ~ I " I \. '\. .~ 0, I 0> . co I "00 'co I 'Ix> . c.o I ':q- KITCHEN .---119TIIJ ~ KITCHEN KITCH EN SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 OPEN SHELF /- OPEN SHELF / OPEN SHELF ---_._._~_..- f ~ / / r---'.-u_-'-- ------ 'u___ J:- -..- I _n / I I I I _ ___m l ~- --- , / ~TILE DECK 0 p::::, -----~.- -. ---- -- ---- -------- \ L__ \ -- -- ----=-- , -----------. , \ , / / , , / I _m" r ~C'._" " ! ~ I .., L PROVIDE ACCESS PANEL FOR WHIRLPOOL TUB AS REQUIRED BY MANUF., / I . co I ~ = In-OPEN BELOW . I / II / '=,i~ n u= a _..~ 'I W / Ln /'~ l J V --- --- --- -------- / /~ r " '0 , ", I , , 'I"') , / / , , / / " \, /.. / / / / / / / / / / I I / / , / \ / / / / / / / ... ------------/ \, \ " \ \"] [/ 'Ix> 1 00 ro I I / I I I 'Ix> I r- [JJ]J ro ~ 00 \ \ \ \ \ \ \ \ \ \ \ 00 -.. -.. 'Ix> I ':q- -.. WASHER -.. DRYER -.. --- --- --- \ \, \ \ WHEN PLOTTED AT 24 X 36 (jJ J-l=..~~~_-m- 2' - 6" } LAUNDRY J CONTRACTOR TO PROVIDE DETAIL FOR ARCHITECT'S APPROVAL. @ LAU~A~~~ 1'-0" t-------i --------- ------- \ Q) I \ I \ , L__ __..J ~-- --1 t. 8) MASTER B~![~/2' = 1'-0' Date Plotted: January 10, 2005 __~__.__.__ .._______.. _u_____________________________ Date Issued: January 10, 2005 (]) MASTER BATH o LAUNDs~:;I/2"= 1'-0" WHEN PLOTTED AT 24 X 36 SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 ARCHED DRYWALL SOFFIT SCALE.' 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 /-.._-----_._.~.- i- FRAMELESS SHOWER I DOOR 9'-11" r ---- CUSTOM CORBEL -ITITJ /c--illJIQill / / / / \ \ \ \ \ \ ~-RECESSED CAN LIGHT ABOVE SOFFIT ----=~~==~~J~-.~- -----,-..-,---' -~~l II -" '.',..:.===:,=:--===....lJ 1/ i i I / i~IT::.ITir~~, CT:~{IrJ j I ~/l , I I i r / ' i ! / I,.., _____iL__ +"-., , /1 , : / I ' : /! I I / i I I / i I 1/ I i It--..-..." -..+,-..- I , I i 1 i ,,\ I I ,'\ ' I n r'~cT:\TT~I-:,.~:[TI~::r~;~1 , '\, , I " ' I 1'\ I I : \ I 1---4-~., ... \-+ ---- , , , i ! , l I 1 ,,\ I i I '\ I ! i \ : I i ':'- ~ \ / < / "> r----{fIT[] i I I ! I I I <P I '00 I 'Ix> l_=--==--::::::---=--=='===,.,~,~ ,- -:::, \ \ \ \ \ / / / / @=- -=€l o 0 0 0 / / / 0 ", " 0 / / - 1~' 0 '~ ~" 0 / 0 / / o o . o 1 ...., o 1'-6" ~_..______uX=3"_ _ Hu_-+__J'-6:...___J I --.---- -------- -J lJ 6'-9" WHEN PLOTTED AT 24 X 36 0) MASTER B~![~/2" = 1'-0" t BATH BATH CD SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 WHEN PLOTTED AT 24 X 36 SCALf' 1/2" = 1 '-0" WHEN PLOTTED AT 24 X 36 Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A .a..e6idel) ,..- C"E;.. ~'J '''". \i\ ~ tl{f-"~? ! ';,;. kf~/[".-- ... (f;)' -,- -) I (.;JYj'.,.'r4;:t~",rr/ f!:;;Y: t'L.-J".;Jc!'?r" I -..---- -,.._--_.._--~~----I ___,_n_PR~JECT NO. 03540 ____n I ~' , \\'~ j,\," 'I' , I AI\l ',I' v' \) .'J,;, Revisions: A A A A A B H 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cfy Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 20031HESE PlANS ARE COPYRIGHTED AND ARE SUBJECI TO COPYRIGHT PROTECTION AS AND "ARCHITK:!URAL WORI(" UNDER SEClION 102 OF THE COPYRIGHT ACT, 1 71JSO. AS AMENDED DECEM8ER. '990 AND KNOWN AS ARCHITEClURAl WORI($ CoPYRIGHT PROTEClION ACT OF 1990 THE PROTECTION INCLUDES BUT ~ NOT LIMITED TO HiE OVERALL FORM AS ww. AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. SECOND FLOOR 03540 u CONSTRUCTION DOCUMENTS ....- .. ,-.........-----------..--..----- A-41 7 XREFS: A..JP3 A....Units-2 A_FPl A....Unlts-3 LFum-2 LFum-3 mB A....FP2 A....FP-PEN A....RnlshLegend A""Dlms A_FP..symb S_CoI-2 S_Col-3-6 SPECIFICATION KEY CPT CARPET VCT VINYL COMPOSITION TILE WD WOOD PT PAINT VB VINYL BASE WC WALLCOVERING T TILE ST STAIN TA TOILET ACCESSORIES EQ APPLIANCE GL GLAZING S STONE ACT ACOUSTICAL CEILING TILE PS PRE CAST STONE SI SPECIALTY ITEM NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. TOILET ACCESORIES NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. ITEM' ITEM MOUNTING HEIGHT A.F.F. ITA-11 TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT I T1.-2 I 18" TOWEL BAR ~ 54" TO TOP OF UNIT ITA-J I 24" TOWEL BAR ..-- 54" TO TOP OF UNIT ITA-41 30" TOWEL BAR . . 54" TO TOP OF UNIT ITA-51 TOWEL RING ..... 59" TO TOP OF UNIT ITA-61 NOT USED ITA-71 SHOWER CURTAIN ROD - 6'-6" TO CENTER OF ROD ITA-81 NOT USED ITHI SOAP DISH CJ 44" TO UNDERSIDE OF SOAP DISPENSER ITA-101 MIRROR ~ MIRROR ~ MIRROR IT"-lll DOUBLE TOWEL BAR .F====l 54" TO TOP OF UNIT IT1.-121 GLASS SHELF c:::::J 54" TO TOP OF UNIT IT1.-131 RESIN TOWEL BAR ..-- 54" TO TOP OF UNIT I~ SURFACE MOUNTED SOAP DISP. I~ TOILET TISSUE CABINET ITA=17I PAPER TOWEL/WASTE ITA=18 SANITARY NAPKIN DISP. [TA=19 42"GRAB BAR ~ 36" GRAB BAR ITH2I c;nl'''' 2 PF"R ._- I-lF"An FINISH NOTES 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & BATHROOMS GENERAL NOTE PX' FOR PARTITION TYPES SEE SHEET @ A-521 \.:...::Y I l' . I ~ 0 0 I OgO '" I IL--JI DINING ROOM . I I H20 I ~ KITCHEN I CEillJ n I MEDIA ROOM PORCH [Eill] I HOO I I I I I ~ ~ I I II . 8 o 10 15 ~ I o - A-420 I r-;. I . 0 <0 00 l"- I I r--. 6' - 7'Y2" 6'-10" 5'-2" I 6' 2 3' - s)-2" 4 - 2 3'-8" 0-- L . ~ I ~ DOOR NOTES 1 PROVIDE CLOSERS AT COMMON AREA DOORS. 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 5 REFER TO SPECS FOR DOOR GLAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS. 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS. 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" OF DOORS. 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN REMARKS ALL OTHER DOORS "WALL. INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR LEGEND DOOR & FRAME WD WOOD HM HOLLOW METAL AL ALUMINUM GLAZING A IMPACT RESISTANT GLASS B FIRE RATED C CLEARED GLASS D TEMPERED GLASS UNIT FINISH SCHEDULE UNIT F WALLS CEILING ROOM NO ROOM NAME FLOOR BASE N S E W TRIM MATL HEIGHT FINISH NOTES Fl00 PORCH T WD PT1 PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 Fl0l FOYER T WD PT1 PTl PT1 PTl PT2 PT2 NOTE 3 NOTE 4 Fl02 LAUNDRY T WD PT1 PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 -~ Fl03 CLOSET T WD PT1 PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 Fl04 MECHANICAL T WD PT1 PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 Fl05 POWDER BATH T WD PT1 PT1 PTl PTl PT2 PT2 NOTE 3 NOTE 4 & 7 Fl06 HALLWAY T WD PT1 PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 Fl07 WALK IN CLOSET CPT WD PTl PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 Fl08 BATHROOM T CT PT1 PT1 PTl PTl PT2 PT2 NOTE 3 NOTE 1,4 & 7 Fl09 BEDROOM CPT WD PT1 PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 Fll0 BEDROOM CPT WD PT1 PTl PT1 PTl PT2 PT2 NOTE 3 NOTE 4 Flll CLOSET CPT WD PT1 PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 Fl12 BATHROOM T CT PTl PTl PTl PTl PT2 PT2 NOTE 3 NOTE 1,4 & 7 El13 MEDIA ROOM CPT WD PT1 PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 Fl14 KITCHEN T WD PTl PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 Fl15 MECHANICAL T WD PT1 PT1 PTl PTl PT2 PT2 NOTE 3 NOTE 4 Fl16 TOILET T WD PTl PTl PT1 PTl PT2 PT2 NOTE 3 NOTE 4 & 7 Fl17 MASTER BATH T WD PTl PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 & 7 Fl18 WALK IN CLOSET CPT WD PTl PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 Fl19 MASTER BEDROOM CPT WD PTl PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 F120 DINING ROOM CPT WD PTl PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 F121 LIVING ROOM CPT WD PTl PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 F122 BALCONY T - F123 BALCONY T - F124 BALCONY T - UNIT DOOR SCHEDULE D~ _ C::17J:' _ DOOR FRAME ' ......., GLAZE ) ETAI LS HDWR REMARKS ~ v- 'V v- 'V' v--v-v-.....,r- I wt. v- I Y!-'t. v "rI\PE HJ:'An .IAMR IHI'<I-.... SET ( Fl0l 3'-0" x 8'-0" (PAIR) 1-3/4" G HM 20min ) 3/A-501 1/A-501 2/A-501 25 SEE SPECS ~1n':) ^2'~1ch XA.8'~0"~ ^- -^-- 1. ."Jo" ~ ^- ~ 1I.u::? /' .../NA 3/A-525 1/A-525 2/A-525 23 '1->J"''''''-- "' Fl03 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23 Fl04 2'-10" x 8'-0" 1-3/8" D WD NR NA 3/A-525 1/A-525 2/A-525 23 Fl05 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 Fl07 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23 Fl08 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 Fl09 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 Fll0 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 Fl11 3' -0" x 8'-0" (PAIR) 1-3/8" E WD NR NA 6/A-525 4/A-525 5/A-525 22 Fl12 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 Fl13 2'-6" x 8' -0" (PAIR) 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 24 Fl15 2'-6" x 8' -0" (PAIR) 1-3/8" D WD NR NA 3/A-525 1/A-525 2/A-525 20 -- F116 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/ A-525 21 Fl17 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 F118 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23 F119 2'-6" x 8'-0" (PAIR) 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 24 j:..Yf9"Av ~ 1-3/4' L AL NR NA 9/A-502 7,10/A-502 8/A-502 11 ( F121 8' -0" x 8'-0") ill 1-3/4' H AL NR NA 9/A-501 1,4,7/A-501 8/A-501 11 T12TA' ~O" 1-3/4' H AL NR NA 9/A-501 1,4,7/A-501 8/A-501 11 F124 6'-4" x 8'-0" 1-3/4" H AL NR NA 9/A-501 1,4,7/A-501 8/A-501 11 ~ I 'r--- I 00 BALCONY . I F-123 I i LIVING ROOM I H21 I ~ I ~ . f.O I o t'0 00 @ @ BEDROOM [Gill G 8'V 8' 11' ~ o BALCONY I F-123 I - - I 83'-10" ~ 'I in 7' -r)2" ~111 7' " - 2 . N WALK IN CL T [G][]. I <=> ;..-, I '" BEDROOM [Gill 11'-6" ~ ~ TA-lOB .1 MASTER BATH I HI? I o 6 - B A-420 16'-8 o ~ ~ I '" BEDROOM I Hog I n I '" 11'-5" 8' BALCONY I H24 I 16' -6.Vz" '-3" 3'-:Y2" 8' 8' ~ C c :g J U / '" 01 c .~ o -. 8 /E Q)o. 01..... ~9. "'-' ~@ ~~ '0- CO .- C'l ~c ~~ Lt).. ('I)c 9-0 ~~ /0 n.:a:: 32'-1" Keyplan A A A A A B H THIRD-SIXTH FLOOR WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 02003 THESE PLANS ARE COPYRIGHTB> AND ARE SUBJECT TO COPYRIGHT PR01ECT1ON AS AtlO "ARCHITECTURAL WORI(" UNDER SECnoN 102 Of THE COPYRIGHT ACT. 17USO. AS MlENDID DECI'MBER. 1m AND Ia-lO_ AS ARCHI1K:TURIIL WORKS CQPYRIGIfT PROTEC11OH ACT Of 1m THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. +etiide'll~ ~, ... !.t:: , ~ fit (.'0 .-:~ , ~ 'i',"" ,,' tl,~' ':' , ~\[y,' >~:", li:~>\, ',' ~T'~ ..'~ u~~, '; '. 1)J"" : \ " ~, \.;;' :.' ' , ' I 0/,..;",;;1.";,, NOTE: FOR DOOR TYPES, SEE SHEET A-441 TYPICAL UNIT DOORS ALL FLOOR LEVELS ffi REV/SION 2 ADDENDUM #2 - FEB. 14, 2005 REV/SED FLOOR PLAN TO MA TCH STRUCTURAL DRAWINGS ENLARGED FLOOR PLAN - UNIT F 1'\- 0' l' 4' 1 8' SCALE: 1/4" = 1'-0" WHEN PLOTTED AT 24 BPRC Submital: Date Plotted: June 20, 2005 Date Issued: January 10, 2005 Revisions: & Addendum #2 - Feb 14, 2005 & BUILDING DEPARTMENT COMMENlS JUNE 20, 2005 A-418 03540 CONSTRUCTION DOCUMENTS ~~~~ PROJECT NO. 03540 C) ~ '7 ~ <( /' - e Q) ... ... ::> U /' VI C) e .~ Q Q '<t 8 /'E Q)a. g>~ VI .. 0('1) a..@ "OlI") ~~ "0- ell") ~~ ~~ lI") .. ('I)e ~o 8"0 oQ) C'lt: -:":'.Q a.. a.. XREFS: A..FP3 A_Units-2 A_FPl A..Units-3 I_Furn-2 '_Furn-3 TTLB A..FP2 A..FP-PEN A..RnishLegend A_Dims A_FP-Symb S_Col-2 S_Col-:HS I /~ L (c)-- ,,~---_/ CD I a I"') /~)) ~ /~~ l ( E ) 1 ~~. l '" :< ~ 4TH-5TH LflEVEL ONLY ~6TH ~LEVEL ONLY 2'1 I I I I I I I I I I I I I I I I I I I I BALCONY I F-123 I I I I I I I ~" :,i,/,I'..,l ,- I, "" ) ,/ -1- ( , \ 1 ) ,,~ 6' I ro ro @ n 11'-4,,1 @ DINING ROOM I H20 I 23'-~" LIVING ROOM [BKJ 8' BALCONY I F-123 I 32' -1" SPECIFICA TION KEY CPT CARPET VCT VINYL COMPOSITION TILE WD WOOD PT PAINT ,-- VB VINYL BASE WC WALLCOVERING T TILE ST STAIN TA TOILET ACCESSORIES EQ APPLIANCE GL GLAZING S STONE ACT ACOUSTICAL CEILING TILE PS PRE CAST STONE SI SPECIAL1Y ITEM NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. GENERAL NOTE PX' FOR PARTITION TYPES SEE SHEET @ A-521 \:....:Y ~ I N o 0 OgO ~ I n . l"- I r--. KITCHEN [Gill MEDIA ROOM c::Gill .~~ ~ 'Y!'420 [ 0 ] I I I 2'-~" ~ I -CD 6' - 7>2" - 2 3'-8" 4 ~ I ~ I r-.. ~ I en 83'-10" ~ t I ~ ./ " " '.... " ',,- / / <0 I : -0 N ~~ '-..., ~ "- ./ / ~.. / ,/// G 8'V MASTER BATH [Bl[] ~ 6 - B ;6.-420 / 16'-~" '---. 11' ~ ~ TA-l:JB _I o o '_3" 3'-~" ~ 8' 3'-1" t - 8' ~ ~ \~ I Keyplan TOilET ACCESORIES NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. ITEM ~ ITEM MOUNTING HEIGHT A.F.F. ITA-l I TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT ITA-21 18" TOWEL BAR ~ 54" TO TOP OF UNIT ITA-JI 24" TOWEL BAR .r-----a. 54" TO TOP OF UNIT ITA-41 30" TOWEL BAR . . 54" TO TOP OF UNIT ITA-51 TOWEL RING ..... 59" TO TOP OF UNIT ITA-61 NOT USED ITA-71 SHOWER CURTAIN ROD - 6'-6" TO CENTER OF ROD ITA-51 NOT USED ITA-9 I SOAP DISH Cl 44" TO UNDERSIDE OF SOAP DISPENSER ITA-l01 MIRROR IfE!l MIRROR ~A-'O~ MIRROR ITA-lll DOUBLE TOWEL BAR .E===1 54" TO TOP OF UNIT ITA-121 GLASS SHELF c::::J 54" TO TOP OF UNIT ITA-1JI RESIN TOWEL BAR .r-----a. 54" TO TOP OF UNIT ITA=15I SURFACE MOUNTED SOAP DISP. ~ 'TOILET TISSUE CABINET ITA='i7I PAPER TOWEL/WASTE ITB8I SANITARY NAPKIN DISP. ITA=19I 42"GRAB BAR fTA=2oI 36" GRAB BAR I'iA=22l ' C''''' A I"> 17 PFR HEAD FINISH NOTES 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & BATHROOMS l' I~)I I II 6'-10" ~111 7' " - 2 n I N BEDROOM CETIQJ 11'-6" ....jTA-131 I 1 /, , BALCONY [BE] t- 3'-~~-J I 3'-t ~' ~ 16'-6>2" ) , (3) ~------- WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A A A A A A B H DOOR NOTES 1 PROVIDE CLOSERS AT COMMON AREA DOORS. 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 5 REFER TO SPECS FOR DOOR GLAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. B PROVIDE /JDA COMPLIANT HARDWARE AT COMMON AREA DOORS. 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS. 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" OF DOORS. 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL "wALL, EDGE ZONE" IN REMARKS ALL OTHER DOORS "wALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR lEGEND DOOR & FRAME -, WD WOOD 1--- HM HOLLOW METAL --- AL ALUMINUM GLAZING A IMPACT RESISTANT GLASS B FIRE RATED C CLEARED GLASS -, 0 TEMPERED GLASS 8 I I I I ~ I -N BEDROOM I HOg I n I -N l'fPICAL EXTERIOR WALL STYLE UNLESS OTHERWISE NOTED 11'-5" """"8 ~ ;,F \/ \\ , . lI,. "t,. ',; v UNIT FINISH SCHEDULE UNIT F I WALLS ROOM NO ROOM NAME 'FLOOR BASE N I S E F100 PORCH T WD PT1 PT1 PT1 II PT1 F1 01 FOYER T WD PT1' PT1 t PT1 PT1 F102 LAUNDRY ,T WD PT1 PT1 PT1 PT1 1- F103 CLOSET T : WD PT1 PT1 PT1 PT1 F104 MECHANICAL T WD PT1 PT1 PT1 PT1 F105 POWDER BATH T WD PT1 PT1 PT1 I. PT1 F106 HALLWAY T WD PT1 PT1 PT1 PT1 F107 WALK IN CLOSET ___ __ CPT WD PT1. ~T1t- PT1 PT1 F108 BATHROOM T CT PT1 PT1 PT1 PT1 ---'- 1--- F109 BEDROOM CPT WD PT1 PT1 PT1 PT1 , F110 BEDROOM CPT WD PT1 PT1 PT1 PT1 --- F111 CLOSET CPT WD PT1 PT1 PT1 PT1 , -, F112 BATHROOM T CT PT1 PT1 PT1 PT1. E113 MEDIA ROOM CPT, WD PT1 I PT1 PT1 PT1 F114 KITCHEN T WD PT1 PT1 PT1 PT1 ,,"' F115 MECHANICAL T WD PT1 PT1, ~~~'~ F116 TOILET T WD"~~' PT1' PT1 F117 MASTER BATH ~.~ PT1 PT1 _ PT1 ~PT1 F118 WALK IN CLOSET "",9~PT WD PT1 PT1 PT1 PT1' F119 MASTER BED~ CPT WD PT1 PT1 PT1 PT1 ~- " F120 DININ, OM , ---,----.. F121F.~G ROOM CPT F1,~ tJ rff23 F124 W TRIM CEILING MATL HEIGHT FINISH NOTES PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 ~Tz.. .' PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 NOTE 3 PT2 NOTE 3 PT2 NOTE 3 PT2 NOTE 3 PT2 NOTE 3 PT2 NOTE 3 PT2 NOTE 3 PT2 NOTE 3 PT2 NOTE 3 PT2 NOTE 3 PT2 NOTE 3 PT2 NOTE 3 PT2 NOTE 3 PT2 NOTE 3 NOTE 4 NOTE 4 NOTE 4 NOTE 4 NOTE 4 NOTE 4 & 7 NOTE 4 NOTE 4 NOTE 1,4 & 7 NOTE 4 NOTE 4 NOTE 4 NOTE 1,4 & 7 NOTE 4 .._ _ -1':-C'-'-.'7~.--~-~_._ '-""""'lUIE '3 PT2 , NOTE 3 '-, -, ,", -, NOTE 4 NOTE 4 CPT PT1 PT2 NOTE 3 NOTE 4 & 7 PT2 NOTE 3 NOTE 4 & 7 PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 WD PT1 PT1 PT1 f--- --,- - PT2 NOTE 3 NOTE 4 -, --,~~-- WD PT1 PT1 PT1 PT1 BALCONY BALCONY BALCONY I T -""------ ---- T T I UNIT DOOR SCHEDULE DO~R SIZE DOOR FRAME LABEL GLAZE DE I AILS ----. HDWR REMARKS TYPE TYPE TYPE HEAD JAMB THRES. SET F101 3'-0" X 8' -0" (PAIR) 1-3/4' G HM NR 3/A-501 1/A-501~ 2/A-501 25 SEE SPECS F102 2'-10" X 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23 I' F103 2'-10" X 8'-0" 1-3/8" B WD NR , NA 3/A-525 1/A-525 2/A-525 23 2'-10" X 8'-0" , 1 -3/8" 3/A-525 1/A-525 2/A-525 F104 D WD NR NA 23 F105 2'-10" X 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 , - F107 2'-10" X 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23 - F108 2'-10" X 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 - F109 2'-10" X 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/ A-525 21 , -- F110 2'-10" X 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 - F111 3'-0" X 8'-0" (PAIR) 1-3/8" E WD NR NA 6/A-525 4/A-525 5/A-525 22 -~ - - F112 2'-10" X 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 F113 2'-6" X 8'-0" (PAIR) 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 24 F115 2'-6" X 8'-0" (PAIR) 1-3/8" D WD NR NA 3/A-525 1/A-525 2/A-525 20 F116 2'-10" X 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 F117 2'-10" X 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 F118 2'-10" X 8'-0" 1 -3/8'" B WD NR NA 3/A-525 1/A-525 2/A-525 23 -- F119 2'-6" X 8'-0" (PAIR) 1 -3/8" B WD NR NA 3/A-525 1/A-525 , 2/A-525 24 ~I~ 1-3/4' L AL NR NA 9/A-502 7,10/A-502 8/A-502 11 ( '-- 8'-0" X 8'-0') A 1-3/4' ,-, F121 H AL NR NA 9/A-501 1,4,7/A-501 8/ A-501 11 T121:( --t~Y~0"1-3/4. H AL NR NA 9/A-501 1,4,7/A-501 ' 8/ A-501 11 -,-, ,--,-~----- "- _~ H - F124 6'-4" X 8'-0" 1-3/4' H AL NR NA 9/A-501 1,4,7/A-501 8/A-501 11 -~ ----. ._.~-- ..- ----. f-- I NOTE: FOR DOOR TYPES, SEE SHEET A-601 TYPICAL UNIT DOORS ALL FLOOR LEVELS & REVISION 2 ADDENDUM #2 - FEB. 14, 2005 REVISED FLOOR PLAN TO A TCH STRUCTURAL DRAWINGS CD ENLARGED FLOOR PLAN - UNIT F r-.- 0' l' 4' I 8' SCALE.' 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 ,---~,/ n . BPRC Submital: Date Plotted: February 15, 2005 Date Issued: January 10, 2005 Revisions: fA Addendum #2 - Feb 14,2005 03540 RE' , ' """,. j- ,..' -, , ,'.' I..... ':,...... U~ ' . ~ It. \ J' . , \) ~-" 1860 Republica de Cuba Tampa, Florida 33605 " Phone 813-248-9258 Fax 813-247-3507 AA 1785 " 5365 E Cty Hwy 30-A, Suite 1 08 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 I'd: . - ,'.. '". r{ ", ' <.-"::< ,:'. ;~'"o '~:'~:/.',.,t.'".~:,:",:~.:,,: ~>'." ,!..~\' "'. '-' ./I~ ,} I v(.:"t" ",J ,:: rJ~;~. ':~ .~ ,,d.,.! etSidetl'l"", ').-::- ,','," , t:>~ J'liqr , '~ :""'t' ~ ~ ~ THIRD-SIXTH FLOOR \,\r\CI.)lgIC~) CONSTRUCTION DOCUMENTS G 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUOES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF TliE DESIGN. \. \, "';~" ~/~\~ 4'., t" ~... I, \\\ ~,\ . :1'1:f)~ \\\\J' ' Ci"I/#Y<<-- ,,',' ~~") '<?'~L:?'<bJ$<:A,,cd ~:~::?"'a~kJK-lf;?-c) ~..... o MAY2 5 2OO'i E W ...J PROJECT NO. 03540 '- ~ / - e ~ ::l U / '" Cl e .~ o 'It ~E (l)Q. Clcg 0" ",C'i "'~ ~@ "Eg ~N '0- cO ~~ ~Q Ii) .. Me ~o 8~ N; /0 0..: a:: XREFS: A...A'3 A...Units-2 A_A'l A...Units-3 LFum-2 LFum-3 ffiB A...A'2 A...A'-PEN A...Rnishlegend A...Dims A_FP-Symb S_Col-2 S_Col-3-6 I I I I I I I [X I [X [X I ~ (0- - l " -=;?( i "----- ~~ n ' 'I <0 I a 1'0 IX I 1 I V'<.. ~ 4TH-5TH "" LEVEL ONLY H 6TH LEVEL ONLY 6' 1~ II -~" " )'., _X.. 7 -x.' 'c; 2"~ '-1~ <~ .~, ,I ___ TYPICAL EXTERIOR ~~ "t WALL S1YLE UNLESS I OlHERWISE NOTED ~8 I ro BALCONY I f-123 I l' ~ ~ ro @ ~i.----- >< t~~~_0 //k:d /T"{ ",1/ ~ ___ ~ V ~ C~\ l - / / ~ ~ I '~[ --:L- (~ ~ ( E )- ""----_/ I LIVING ROOM c:G1I] 8' JL 32'-1" SPECIFICA TION KEY CPT CARPET ~~f__JVINYL COMPOSITION TILE WD 'WOOD "-~._---- -~ PT PAINT '-'-~'- -- ,- VB VINYL BASE -'--~, WC WALLCOVERING -----. T TILE ------ -- ST STAIN ~---- --- TA I TOILET ACCESSORIES -,,-,~,-'" EO APPLIANCE GL GLAZING ----.-...--- - S STONE PS PRE CAST STONE SI SPECIALTY ITEM -.,,--..-------.- - NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. 'f ~: GENERAL NOTE i- t \ .' 't" L \. \i\ \. \<. \\ \\ ,. 'l\ ~, ' io~ \\ " iI'. '.\ \\ '\'\ '..',. ;,\ '9-. \ PX' FOR PARTITION TYPES SEE SHEET @ A-521 ~\ ~ " '~' - I II 1 ,I 1 I I - N I I I I I @)- ~ I '" ~---- ~~h- - ::i', o 0 OgO - DINING ROOM I H20 I ~ 'Y' -'~--~ I I i- ~'\. I :~/ I \ I 3'-Y2" ~ ____ '\ I ~ ~-,-;t- ,- II II ~ 1 n , '~~.. : ~. KITCHEN [Eill] MEDIA ROOM [Gill 23' -&2" '0/2 I I I I I ~ 3'-8", ~~" I~ ~I<- 'i" ~,:, ~.~ ~~ (6);ii~ >-."" 1 0 _ 15 A-420 """ () '~~j~.. ~4 12 9 - A 420 ~ I '<0 - ....". '~ """ I. ~~, -+" 6'-712" 4 ..~ ..,.._-~..~ - . t-t ~ a- ~ -I' -'---+-- - J, ~ I r-.. ~ 1 ~ , ~ :::Jl~ i.L...~' '''!.' -L1~" .,"-, ",', ' /,", J ' / -', "" ',,- 1 ' ~..>.. '... / ^','.. . '~t,/ G 8'-4"V BALCONY I f-123 I ~-~--..-~- I-- p'-3" / ~ I Keyplan TOILET ACCESORIES NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. ITEM ~ ITEM MOUNTING HEIGHT A.F.F, ITA-II TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT ITA-21 1B" TOWEL BAR &---;I. 54" TO TOP OF UNIT ITA-J I 24" TOWEL BAR .r------a. 54" TO TOP OF UNIT ITA-41 3D" TOWEL BAR - - 54" TO TOP OF UNIT ITA-51 TOWEL RING ...... 59" TO TOP OF UNIT ITA-61 NOT USED --=- 1---,---,--- ITA-71 SHOWER CURTAIN ROD - 6' -6" TO CENTER OF ROD ITA-81 NOT USED ITA-sl SOAP DISH CJ 44" TO UNDERSIDE OF SOAP DISPENSER ITA-101 MIRROR ~ MIRROR ~ MIRROR ITA-111 -- DOUBLE TOWEL BAR .F===i 54" TO TOP OF UNIT -= ITA-12j GLASS SHELF c::::J 54" TO TOP OF UNIT ITA-1J1 RESIN TOWEL BAR .r------a. 54" TO TOP OF UNIT IlTH5I SURFACE MOUNTED SOAP DISP. ITA=16l TOILET TISSUE CABINET I1A=17I PAPER TOWEL/WASTE ITA=16l SANITARY NAPKIN DISP. IITA=19I 42"GRAB BAR I~ 36" GRAB BAR I flH2I J. 12 PER HEAn FINISH NOTES 1. HALF TILE WALl - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4, SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FlAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & BATHROOMS H .1 1'1 R -9 n~ I l':= ) I ~~ <0..... ~~~ '~ FOYER [BQjJ I I P4 I "k =I -ilL - - - ..- --- -- _I -I~tp6)- T'" 0 .- I II I I LAUNDRY I H021 ~4 _~102 co ~ - A-4 7'- 5'-2" '\ I '\~-@) I I I 11.1 I II-J I _________ II~) I F1C~ ~ 6'-10" ~ - - - - I--- @)-~ l- I- I-- 1--' I- . \-- IKr'1-l I f-104 I EV B HALLWA I H06 I CLOSET ~ ~ 7~" n I N BEDROOM [Ej]QJ 11'-6" DOOR NOTES 1 PROVIDE CLOSERS AT COMMON AREA DOORS. 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 5 REFER TO SPECS FOR DOOR GLAZING. 6 EXTERIOR HOLl.OW METAL DOORS AND FRAMES SHAll. BE GALVANIZED. 7 DOORS SHAll. MEET LOCAL WIND SPEED REQUIREMENTS. 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS. 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS. 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" OF DOORS. 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN REMARKS All. OTHER DOORS "WALL. INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR LEGEND DOOR & FRAME no. WD WOOD HM HOLLOW METAL ---~- AL ALUMINUM GLAZING -.-, A IMPACT RESISTANT GLASS B FIRE RATED --~-_. C CLEARED GLASS ,-... 0 TEMPERED GLASS v:.v- I=l :, _~ J::~XXX,,,-/<'.X./, IIXl JIX, ,2;x Pl0 I ' , = @)- PORCH I HOO I I I I I 8 ~ , J -0 ..L "-'I' BEDROOM I f-l09 I / ,... ,:< P9 /,- x TYPICAL EXTERIOR WAll SlYlE UNLESS OlHERWISE NOTED x ~< X [X l'>'... ;< >;-~ ..- P50 '1("< X X xx XXXXX..Xt" ~71 IX IX rlX [X >< BALCONY I f-124 I ,Jj , ~ ~ 16'-6l2" 3 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A A A A A A B H THIRD-SIXTH FLOOR I --_____~_,_.J C 2003 THESE PLANS ARE COPYRIGHlED AND ARE SUBJECT TO COPYRIGHT PR01ECT10N AS AND "ARCHITECTURAL WORt;" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROlECT1ON ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERAll FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 8 ~/ _l- A_X" ~ E J..B~{- --- -- )1 ._.J UNIT FINISH SCHEDULE ROOM NO F100 F101 F102 F103 F104 F105 F106 F107 F108 F109 F110 F111 F112 E113 F114 F115 F116 F117 F118 F119 F120 F121 F122 F123 F124 -- PT' _PT+--;'_PT2 PTl ~~~+~~~~1_!2=-.. PT2 NOTE 3 PT1 _PT1: P~ r: __ P~._ NOTE 3 ROOM NAME FLOOR BASE N PORCH FOYER LAUNDRY CLOSET MECHANICAL POWDER BATH HALLWAY -----~- WALK IN CLOSET ~~-- BATHROOM BEDROOM BEDROOM ~--,-~-- CLOSET T T T T T T T CPT T CPT CPT CPT PTl PTl PTl PT1 PTl PTl PT1 PTl PTl PT1 PTl PTl PTl PT1 PT1 PTl PTl PT1 PT1 PTl PTl PT1 WD WD WD WD WD WD WD WD CT WD WD WD CT WD WD WD WD WD WD WD WD WD T BATHROOM ~---~-~----- MED~ ROOM C~ --~-~.._------- ~~ KITCHEN T _.._----,._._._~-~ MECHANICAL -----------. TOI LET ----.----- MASTER BATH ------'.---- WALK IN CLOSET ---.._---------- MASTER BEDROOM -----_._---- DINING ROOM .-----..------ LIVING ROOM BALCONY T T T CPT CPT CPT CPT T -- BALCONY BALCONY T T -..~,..----~,-- ~--f--- UNIT DOOR SCHEDULE UNIT F WALLS S E CEILING ----._----- MATL HEIGHT W TRIM FINISH NOTES DO~R F101 F102 ~- F103 F104 F105 ~- F107 F108 F109 F110 F111 J.--, F112 I--- F113 F115 F116 F117 F118 F119 F119A F121 F121 F124 NOTE: , ) V PTl PTl PTl PTl PTl I PT2 NOTE 4 NOTE 4 PTl PTl PTl PTl PT2 NOTE 3 NOTE .3 PTl PT2 PT2 PT2 PT2 PTl NOTE 3 NOTE 4 PTl PT2 PT2 PT2 PT2 PT2 NOTE .3 NOTE 4 :~: ~~~ :~~+-:~: --~ ~~---l~.... ~; :~~1-:: _m___ "'1-- -,..-- ..~T1 ~~T11..p~-~ ,PT1__ p~~I.._~~2 PTl _~~_~~~1_ m~T~_ PTl PTl PT2 -.-._- ----.------ ..... ---'---'--"'- PTl PTl PT2 I PT1PT1T~PT2 PT1- --P':-1tPT2' ---..- ~-'.. ~,-L-_,,_.. PTl PTl! PT2 NOTE .3 NOTE 3 NOTE 3 PTl NOTE 3 NOTE 4 NOTE 4 & 7 NOTE 4 NOTE 4 PTl PT2 PTl PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 NOTE .3 NOTE 3 NOTE .3 NOTE .3 NOTE .3 NOTE 3 NOTE 1,4 & 7 NOTE 4 PTl NOTE 4 PTl NOTE 4 PTl NOTE 1,4 & 7 NOTE 4 PTl PTl NOTE .3 NOTE 3 NOTE 4 PTl NOTE 4 PTl PTl PTl PTl PT1 PTl PTl PT2 NOTE .3 NOTE 4 & 7 PTl PT2 NOTE 3 NOTE 4 & 7 PTl PT2 NOTE .3 NOTE 4 PT2 NOTE .3 NOTE 4 NOTE 4 NOTE 4 +-~_..~ ~---.. -- - '" j_m .., '__~___.._~!_ U~ , ,~~ e--- u _ ___ --, ~- .., - ---- -~,......____.._~_u__~.._n_.... W~t ~~~E LABEL I ~~~E - HFAn ~-,_Di-J~~SRu~-_" --fHREs~- -,..-- ~grR REMARKS 3'-0" X 8'-0" (PAIR) 1-3/4' G HM NR 3/A-501 1/A-501 2/A-501 I 25 SEE SPECS "'--'-~-.._,--..- ~~'-r--~- -~ ---- ---..- "" '___.._..~, ___~,______~_ ,_......_'.., ,__.._, ___~_..........,"',.._..,_,~______.._..,____..__...._ .. __,__, _,_ 2' -10" X 8'-0" 1-3/8" B WD _NR.. i~ _NA~__'-3/A-52~~_~ __ ]i~=5,?5 __ _2/~~525 ..1 _?~3____~_~ __~,~_~~_.._ __ ~:=~~: : ::=~:-- __i=~%:b :~ -~: i ~~~} ~~:=:~:+-:5~;~:T ~;=;~:J ~t-- .'. - - :_ ~:=~~: : ::=~:=--=-~~F: -":~ -~~j1;~t~~:~~=~~0:~~+~~~E~=+~~- ==-----=---= ~:=~~: : ::=~=:~;~~::-: :~ -~~=i]f=j7f~~;H;=;if-I~~;=:~;~-UEt==--~=~=~ ~ 2'-6" ~:=~~: : ::=~~nm H/S" 8 WD -NR1NAi 3/A-525+1;A':'525-2/A":525u-12'~--_u_- ~:=t:X:~~~..~~ -~=t:; ~ ~ '~:=+~:~T:::;i~!~~t)~~t'-~~1j[:-i;~=--~:-=-~= 8'-4" X 8'-0"------- 1-3/4" H - AL----NR- t - N~-- -t-9;A-=-501~I~4'7;A--501~ 8/A~50-1 - +-1'1--- - ----------- 8'-4" X 8'-0"'~--1-3/4' H AL NR---i- N-A nr' 9/A:"501' l,4,7/A:"-;O-1 -S/A-50, 111- -- .---- 6'-4" X S'-O"=--=- _ 2=3/';;__H AL NR-l NA . eYA-501-:=l,4,7;A~5o1pA:::501 . 1-1'-- = ~_-_ u. I I I I ! 1 SIZE FOR DOOR TYPES, SEE SHEET A-601 TYPICAL UNIT DOORS ALL FLOOR LEVELS I~ [TA.;,2..j,. ~'-'-1 ~O ~05T CJ : /' ~"" 8 "r0 ITA-l0] ITA-121 = II ~k-' I ~ ...., /'0. 8/ '~ ~ '~A-420 I I """,,- ~ ' ~~ ~ lYPICAlINll'R1M .q- /.,.. A 83'-10" ___.._ ~, ~ ~~R~N~~~SS // X Y w'" '~ ~Q ~I ]11,_1 I ....... /~ I IT I III1I1 I fJ::llJ11 I I o 1/" MECH .. '7- ~1\ I ~14.0o~\ I / " ==jl r--~ 1__l~~)D. '~),'" __ g'-4J2" 1// " , 7'-Elz-:- IT> -'-;- ':) .. II h I r- I ~ '-.-/BA THROOM Ilf- ~ ii, TA-9 1~~1121 I / '/ ~'6" WAl~ ~~lI~le T @If'-... Co-=,: ~ ITA,4j "" ..... "" ~*' II '~,:' I: III i ,'0~).( / ,,, /~' ~:sl-looiO) ~~ ^"C) I <0.. ,," ~ // ~ iTA~ ,~ "// ,~..J.; ,r--.I-- ~ N , ~/ TOILET I~ 8~ 1/ j, 3'-5" MASTER BATH BEDROOM CEillJ / // ~ B - A-420 // > 8 11' TA-IOB ~ 16'-8'........ I rA~ 0~ '\ - --- -*~ r. n X ,/;\ D ~ P18" LX J Ix ~ [fl\~ -~ - 1>( I 'y X X xl1:=c-:=~=~---_-====lr< ,( x. / ~ <..>( >, )< 3'-~d=_~---- - ~-~--=--..~....-t~}'-1" J ~ 8' ~ -=t- 3'=~~' ~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 M1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 <EV- ~ Il^I x I......, X X ;X-,/ ,,~<): /;{ I- ...J ~ IX rr @ LL f ( I'^.J l= '~ I W I.C. ~__.._____~ 0 -= ,/ ~~ - - - - - - - - /, ~~~ ,1TA=4l __~~_~J2'(P16) ;< I V BATHROOM :x- I (e ~,r_"')D- s < o:r 1~/ n- X lEtA-420 . = /x.. ) .. Fl0B ,I-I-A-l I ~ [x.. /'\ 2r ';;10;] ;= ~< ~ L (~~~r< I ~"IJ ~ x/ ~ ~ '? r ,IX. '" IX X ;x- lX >< >< >< ""'" ~11' I f-- '" .-. ...tJ oc '\ I ~~, I I ,~+--- '::~ ~~ "~,.~ , .."~, "";~ '7 ,. '" .", ~"" ~ ~~~ ~i' ~';-- """!':~",'5" ""j<,., ",- . .., ~" '':'~- ", ,Ic'>r'X~ X >^ .... v.,..~ '"~ ""'1.l!. .~~ ";'.:l~ "'-'~~);,. >It~.,~ . "~"~l ~.li...., ''''lik,:'it~~Oi:~~;,:,..";,, , ~'.g~.tl,: ~'~q;..~~~< .0, ~':l,~ ~'~'i '~.~, Q) ~~ARGED ~WQ~~~L~~~~'-~~~:PL~~DAT24XJ6 0' I' 4' 8' ~"""",,, ~'~ .a....esidel) l-- C"._ ;; ~,'~.- '~\ ..t; , "." '" ~-0t.w. ~ II ('-~>)A/-"-'-- ~ ... .'/h.,n-r.h"~".'r/ I l,_~__ tr:)Li -) ~:--;/c"('.k:Sr~7 ~". '-'------,- --~ -j I I , I____~_----~, PROJECT NO. 03540 ...... , ,. D~L7f!l~ ~ I ~~~' BPRC Submital: Date Plotted: January 10, 2005 __m.... _~_ ____.., _______.. ___~__.___.__..~.u__.. _______.. ____ ~_ u_ _______,_ Date Issued: January 10. 2005 Revisions: XREFS: A....FP3 A_Units-2 A_FPl A....Units-3 I_Fum-3 TTLB A....FP2 A_R'-PEN A....FP-Symb A....SP S_Col-2 S_Col-l S_Col-3-6 I_Furn-2 LLS & K~=~ III L-XI KL-X L I G H TIN G LEG END LOCA TE L1GHllNG AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE CEILING LEGEND REVISION 2 ADDENDUM #2 - FEB. 14, 2005 LlGTHING CLARIFICA T10NS. ADDED LIGHTING NUMBERS TO COORDINA TE WITH THE SPECIF/CA T10N SECTION SEE SECTION 16000 LIGHTING SPECIF/CA T10NS PAGES 1 through 4 BPRC Submital: Date Plotted: February 11, 2005 -- Date Issued: January 10, 2005 Revisions: '-'- -- & Addendum #2 - Feb 14, 2005 " ~-_..- ,- ------ ,~- -~, ------ _ n C) ~ ci U L... Cil ~ <( / - e: Q) .... .... ::> U / '" C) e: .~ ~ o ~ o o /E Q) 0 g>~ '" .. "'to ~@) l~ '0' e:~ ~~ ~~ 11).. Me: ~O 8'0 oQ) ('4:::: /0 c..:a:: [I] Q) L-xA BL-XY L-xA BV-XY L-xA slAy L-xA BL-Xy L-xA BL-XY L-xA CL-Xy INDICA TES EXTENT OF CROWN MOULDING CEILING 9'-6" AFF ~I~I~ ~1~1~lil~IJ..I_~~' -1-1-1-1-1-1-1-1-1-1 ~m+mmmmm: ARCHED DRYWALL SOFFIT ABOVE MASTER VANITY AIR SUPPLY BA THROOM FAN EXTERIOR WALL MOUNTED FIXTURE ~~;j8<-:iJ CEILING 9'-4" AFF [g] JUNCllON BOX FOR FUTURE CEILING FAN OR LIGHT WALL MOUNTED LIGHT (VERIFY HEIGHT) BATHROOM VANITY </:/ '>>J . l -=1 STUCCO FINISH ON UNDERSIDE OF /0: -or-X FIRE SPRINKLER HEAD SLAB SEE DETAIL 11/A-505 STUCCO FINISH ON ARCHWAY SOFFIT ... FIRE SPRINKLER-SIDE WALL SEE SECllON 2/A-310 CEILING 8'-8" AFF RETURN AIR [2J [2J EXAUST FAN 1// r:// ,'.. '/ III DECOR A llVE SURFACE MOUNTED FLUORESCENT LIGHT I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCA 1l0N) SURFACE MOUNTED CEILING LIGHT FIXTURE CEILING 8'-4" AFF SURFACE MOUNTED BALCONY LIGHT FIXTURE I . I L-XQ RC-X Y RECESSED CAN LIGHT WALL MOUNTED ENTRY DOOR FIXTURE L~~ Q) L-X A RC-X U ~-,I L__--.J . 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CHANCEY & ASSOCIATES ARCHITECTS P A "(. ~ :-, If -r= ,... j:c;.. f...~.Q' .'~ ~ .. j ;" "'. ~..~ 'loou. ~ " · ..1.....-4 b ,t......., ~, -~-~~. ~e5idell<:*~ ,JIi,q; , "'.~ ;""'t , f""l ,... ~i' 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 A A A A A B H . '. <t,~\~,'" '~\6ri4\~ ".1, :~\ " / .. r ,\t,\', ' ' , '~I\\ " , '?)/;,"" '$/"'''''- /'f::;'<<'~"') C'*), · ~,wxC6#a"'?r'<..e i::;Y:tr~4'.JeJa..Q>t'$ , . ~' THIRD-SIXTH FLOOR C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND . ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDes BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT ANO COMPOSITION OF SPACES AND ELEMENTS OF TliE DESIGN. PROJECT NO. 03540 03540 CONSTRUCTION DOCUMENTS A-41 9 XREFS: A.Jf'3 A..Units-2 A_R'l A..Units-3 I_Fum-3 mB A..R'2 A..R'-PEN A_FP-5ymb A..SP S_Col-2 S_Col-l S_Col-3-6 LFum-2 LLS LOCATE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE CEILING LEGEND LIGHTING LEGEND IT] BA THROOM FAN Q) JUNCTION BOX FOR FUTURE CEILING FAN W/L1GHT III DECORATIVE SURFACE MOUNTED FLUORESCENT LIGHT I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) UL o RECESSED CAN LIGHT Q RECESSED SHOWER LIGHT S~ SURFACE MOUNTED BALCONY LIGHT FIXTURE CEILING 9'-9" AFF ummmm~m~t ililllll,I,I,III,I,1 ARCHED DRYWALL SOFFIT ABOVE MASTER VANITY AIR SUPPLY EXTERIOR WALL MOUNTED FIXTURE ~ R- sQ- ~ ~ cR- 4- CEILING 9'-6" AFF l2J WALL MOUNTED LIGHT (VERIFY HEIGHT) BATHROOM VANITY III I RETURN AIR CEILING 8'-8" AFF [ZJ [ZJ EXAUST FAN PENDANT MOUNTED CEILING LIGHT FIXTURE (BY OWNER) SURFACE MOUNTED CEILING LIGHT FIXTURE CEILING 8'-4" AFF BALCONY CEILING 10'-0" AFF r~ -or-X FIRE SPRINKLER HEAD INDICATES EXTENT OF CROWN MOULDING . FIRE SPRINKLER-SIDE WALL 1i "~)i UTILITY LIGHT SURFACE MOUNTED '!io' ~~ ,\' \~ , 'IRECTlONAL SPOT LIGHT 'l, 0> ! ci ~ WALL MOUNTED ENTRY DOOR FIXTURE CLOSET LIGHT GENERAL NOTE S SMALL SPECIALITY PENDANT 1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION. ACE MOUNTED FLUORESCENT LIGHT ..' , ~\ c 10 CABINET ACCENT LIGHTING $ CHANDELIER LIGHT FIXTURE BY OWNER /////'/V //////// / .. , / / ' " .. /J ~// / ~ ,/ r:: [2 ~V// // // // // / / / / / / / /1 r..x....x/'.x^x^x.../,...;/.. '. /////' MEDIA ROOM I F-113 I Q) /////~////;..~//</'<~l r---------l I I I FOYER -^- I / I F-l0l I -py- I I I I I L_________J / / / / / ~ t/ ,A .c:::.~..~<_ _,~:____,___,_,___~_______"__,/ .Yu_..____ '" EQ. 011. >' '" '" >' B LCONY I F-l23,J '" :sr- >' >' ~@. '" ~ '" ~ EQ. ,.. ~ '" ~ ~ ~ ,.. '" ,.. J---~--f-.--;' --J L=-~~~--~ r, 't '" r ------..--l o. ~J d l..LJ >' >' >' ~ d ~ l..LJ ,. ,. >' ,. ~'-6' 4~~~~( t ~ '" >' ,. ,.. ~'-6" ~ >' >' '" ~ ,. d L.l.J d l..LJ ~ " " ,,. " " ,.. " ,. ,. '" " >' ENLARGED FLOOR '" I I 8' WHEN PLOTTED AT 24 X 36 ~ <( / - e ~ :> U / 1Il 0> e .~ o "Ilt ~E 0)0. 0>::: 0" lIl'" 1Il~ ~@ 128 ~'" '0- cO ~~ 00 "Ilt-' I/) .. Me ~O 8~ "':: /0 a..: a:: 4' nUl ! nuary 10, 2005 -_._--~------~-- -- --------- Date Issued: Ja ary 10, 2005 ....-'..1 I I I I I I I I I I I I i i.. -,-", ..,....,...,, , -~---l I I I Revisions: '1' -;~< , i WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A Keyplan ... I ,~, d ~eS,idel'} .,....... t'~~ I ! ;fAi-.' ~~ I "'II~I' ~ ~~;'L'a:;;~Jf~,~;,-~;.'<" 1_ " _~_~?JEC~_~~~_~:S40 A A A A A B H 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 " '(\ THIRD-SIXTH FLOOR 02003 THESE PLANS ARE COPVRIGHlED AND ARE SUBJECT TO COPYRIGHT PR01ECT10N AS AND "ARCHITECTURAL WORt;" UNDER SECnON 102 OF THE COPYRIGHT N:.T. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS AIlCHITECTURAL WORJ;$ COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION I~LUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. 03540 9 " XREFS: mB A_ln18ev A_FPI S_Col-' ^-.FP3 S_CoI-3-6 l -> (J) Q) ~ -.l- ~ < / - C ~ ::> U / II> 0'1 c .~ o ~ ~E (J)Q. O'l~ o ,. II>C'l 11>- ~@ "28 ~C'l "0- CO ~~ ~Q II) .. ('f)c ~o 8-g C'l::: /0 a.=a: ~ I ;.., ~ I ':q- .0 I ;.., \r---- ,~ ~;=i [ill] I I 1 EQ. EO. TYP. 7'-6" 1 I '\ " '" / '" / / \ / 1\ " / ,// ~" / ~ ) , / \ / '" / / \ ~, j ~~ // / \ / \ ,,/ I / ",=== ,\C-- =='7- /::~ 3;;,=== --7 ====7" 1\== -- -- E]~ I ~ / " ,/ \ \ 11/ \ / \ I~/ [ ~ ~ ,j; ~ " " I I [ ] 36" COOK TOP ~ ~ 1 I~ ~' , /1 It~ It, / = / / " ~ II 1 ,// / " / " ~ ~: == ~: == 1= = :~ = ~: == = = :~ ,::::--/~ -~/ II JI ~ '" / ',,- / ./ / .... " 1/ / ,/ 1/ I . ---- ...-----' 1l 1 . 00 I ro // , , / / / / / \ \ / I \ / / \ ,/ ::: o SCALE' 1/2" = 1'-0" ~ ~ @ KITCHEN WHEN PLO TTED A T 24 X 36 7' -6" t-........--~---"'--'-" ,,,,,,-,,,,,..--.----,-.. ---- -~._. -. .~_._--_. -.---------- I ~ i ,},\ -------l -------- --~-~~-~- '" f: I ._~---'- -----_..,_...,- I I ,/ ~ \ / / / \ \ / ',il .-- I ro~O'> I ~co . en I m I~ I~ B '(&' ~ 10 I '" ~ . o I ro 1'0 I Co / \ --_\ -----==\ ~ ~ \",==1 \ / L-L- '- / /~ / / ~ ~ I ':q- / , "'- ~ / '- " "'-------liQTIJ @ KITCHEN @ KITCH EN 13. ~}WPf&hrD 1;-~; x J6 CUSTOM WOOD FRME MIRROR I~ @ KITCH EN SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 KITCHEN SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 SCALE.- 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 ARCHED DRYWALL SOFFIT g'-O" ARCHED DRYWALL SOFFI T - , I;-T / C = = 00 l l .J = /0 /1 t" / ~. = , DISH // = / WASHER 1/ 0 / .... I ...... // f'-... / = '" ...... ~ ,/,// , "'- 1"'- " ' " / RASH OMPACTOR 1------ I 1_ ARCHED OPENING / / --CUSTOM CORBEL / CUSTOM CORBEL / / I l -~ ~ /;:~:>----~~ ~ ~;~ RECESSED CAN L1G:i",,~, \ ABOVE SOFFIT --RECESSED CAN LIGHT ABOVE SOFFIT --ITill ---[fIT[] ~ " '" ", '" KITCHEN --1 ,// / / , / /11 1/1 1/ I -----1 1 / ---6 ..~---- . CD I m . CD I 'en SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 ro I ro . 00 I ro I ----..j I I I 1 /'- TILE DECK / / I~ I 9'-0" . CD I ;.., o o o o o ..~ ~ -4 b I ;.., @=- J o . U") I Ln / o J:) 00 (, o o o .0 o ~ o / o o "- / o o o o , , . I' ~-~--- J 1'-0" t 1'-0" L __.,_~=f "'---..W~~J-L=,Q..J J l' -6" t--, 3' -0" t 1'-6" j. PROVIDE ACCESS PANEL FOR WHIRLPOOL TUB AS REQUIRED BY MANUF., CONTRACTOR TO PROVIDE DETAIL FOR ARCHITECT'S APPROVAL. KITCHEN @ NICHE MASTER BATH MASTER BATH MASTER BATH SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 SCALE: 1/2" = 1'-0" ~DRYWALL PAINT / / SEE INTERIOR SPECIFICA TION [EIT]--..--~/ --illJI@ /~ -{]ill] TYPICAL / \ II '-. " / " " "',= = = - --- ---, - -;/ ~ "~ I~/ 00 00 {/ll - = I I - . -- L__j CD -- Il ~, I WASHER DRYER -..., -:.r --- - - - - '.... \ \ / / / \ \ I L.... EQ 9 \ I EQ 110 I 2'-0" r------- ,-...... n 1\ \ \\ ,-- \ ~ ~ / / "~~ t1~ \, J ......- ------- --" /~ r '~ /' / '-.. ./ , // / I ,i I "'II i I: 'tnu '-ii Ii: Ii "[--@ji , I II i ' ..': ,.." I, ,., Ii i 11 " II -"-..-.-.-- ~--.-.-.--' 1----..-------;-...-- - 'il :@'ili i 0 _ ~I" "'" Ii I ii I II TI if' 'i :;] It..: 'Tli i ' 11 ! I i I --Q-->---'11 I 3'-9" ~-- " ._,,_..- // , '" \. lJ /~~ /I .,,;,1 rol I I , I I I I -1 , DRYWALL PAINT \ ~ ,/ 7....... (.f/ I ;,;/ /7 '\\, .~ '\ DRYWAll PAINT\ , []I[J--~" ~ \- I L ~ \- I L . 00 I '00 Co I ro . CD I "r- -CD I r--. J '" . o I Ln o 0 o \, /1 '~ ../' o <P <P ~ ,0 (j}o / ~ . o I '" o ''-..... ,/ . o I ;.., / / /// I / ~ ~- 1 3'-0" OITIJ'''--- POWDER (]) BA T~CALE: 1/2" ~ 1'-0" -{Iill] @ LA U N D~::' 1/2" ~ "-0" II1IEN PLOT/[{) AT 24X 36 CD BATH SCALE: 1/2" = 1'-0" o BATH LAUNDRY SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 Revisions: I" ,-.. -..,------"..--..-'....---' ----..-, -,.- BPRC Submital: 03540 "'-~---~-...-. --I I I , I WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A \,%.--e t? i <.1 eo 11 (,... .. ~ .li", ", ~~ ~ f,...~,i.",'l,i",...... ~ "1/1\' I (:)k;;~e'ee:;/ ~;;'kff7~' . ,---------~---- --I I - ---l I Keyplan Date Plotted: January 10, 2005 ----- -----..-----.- .,.--------...---.------ Date Issued: January 10, 2005 ~.. ...--- CONSTRUCTION DOCUMENTS '/ "',' f\'Q , ,~~",vu"" ,". "i<,'" "~:, " ,-. . ""t:" ,. ,. . '.>, .' :tt~~( ',' --,\ ",.,~ ," ",'i' , ' l ';}/.~ ~<" ' A A A A A B H 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 A-420 THIRD-SIXTH FLOOR 02003 THESE PLANS ARE COPYRIGHTB> AND ARE SUBJECI TO COPYRIGHT PROTECTION AS AND "ARCHITECTUIlAL WOR.... UNDER SEClION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEM5ER. 1990 AND KNOWN AS ARCHITECTUIlAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVEIlAU FORM AS WEU AS THE ARRANGEMENT AND COMPosmON Of SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 L____.., ,----- ,----,-..--- .. I ___~.._____'_ ,1 .. , .__,...._...___..J XREFS: AJP3 A...Units-2 AJPl A...Units-3 LFum-2 LFum-3 mB A...A'2 A...FP-PEN A...AnishLegend AJ)ims A_FP-Symb S_Col-2 S_Col-3-6 0- Ol ~ - - I ~ ~ e: ~ :> U / '" Ol e: .~ is "Ot 8 /E Q)o. Olll) ON '" .. "'''Ot ~@ ~8 ~N '0- .S; ~ ~ e: ~~ Il) .. Me: ~O g-g N:::: /0 n.:D: '.-._~. i.o 1 a I") BALCONY I G-125 I 1:0 = .q- I . <D 1 N "l ';q- 1 1:0 ~ 4TH-5TH EVEL ONLY H 6TH EVa ONLY Y\r.. ,,.11 ,-,.11 ~ 1 i-0 8' o LIVING ROOM I G-124 I 32' BALCONY I G-125 I LIVING ROOM I G-123 I 24' & '-4" 8' /// ':::.///@ (D_n., I I I I I I I I I 6'-4" . "l I -.q- ~ 1 Ln . o 1 '00 1 I 11'-4" I I ~ 11 14 13 ;\-423 3'-4" 3'-8" [BJ]J 8 ogo 8 0 0 -- TOilET ACCESORIES NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. ITEM' ITEM MOUNTING HEIGHT AF.F. ITA-II TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT ITA-21 18" TOWEL BAR ....----.. 54" TO TOP OF UNIT ITA-31 24" TOWEL BAR .r-----I. 54" TO TOP OF UNIT ITA-41 30" TOWEL BAR - - 54" TO TOP OF UNIT ITA-51 TOWEL RING ..... 59" TO TOP OF UNIT ITA-51 NOT USED ITA-71 SHOWER CURT~N ROD - 6'-6" TO CENTER OF ROD ITA-51 NOT USED ITA-91 SOAP DISH CJ 44" TO UNDERSIDE OF SOAP DISPENSER ITA-l~ MIRROR ~~ MIRROR ITA-l0~ MIRROR I TA-11 I DOUBLE TOWEL BAR .E====i 54" TO TOP OF UNIT ITA-I21 GLASS SHELF c:::::l 54" TO TOP OF UNIT ITA-I31 RESIN TOWEL BAR .r-----I. 54" TO TOP OF UNIT IITA=T51 SURFACE MOUNTED SOAP DISP. rr;.:;6I TOILET TISSUE CABINET ITA=17I PAPER TOWEL/WASTE 3'-~" 8' 3' -1" (0 -1GB ~ 1 r-.. o ~ I ITA-5 I ~ . <D "I 'I") 7'-8" 3'-10" W.l.C. [B}I] g'-~" ~ I -.q- ~ gO' -lYz" g'-g" -LO 8'-112" ~ I i-0 DNING -117 13'-~" r==-- Keyplan DOOR NOTES 1 PROVIDE CLOSERS AT COMMON AREA DOORS. 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS I>S REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 5 REFER TO SPECS FOR DOOR GLAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 7 DOORS SHAll. MEET LOCAL WIND SPEED REQUIREMENTS. 8 PROVIDE ADA COMPUANT HARDWARE AT COMMON AREA DOORS. 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS. 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" OF DOORS. 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALl "WALL, EDGE ZONE" IN REMARKS All. OTHER DOORS "WALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR lEGEND DOOR & FRAME WD WOOD HM HOLLOW METAL AL ALUMINUM 8' 3'-~" 2'-2" ,,' ~ 8 - 7 ;\-423 BA THROOM ~ TA-1 ~ ~ . I") I N A A A A A B THIRD-SIXTH FLOOR H SPECIFICA TION KEY CPT CARPET VCT VINYL COMPOSITION TILE WD WOOD PT PAINT VB VINYL BASE WC WALLCOVERING T TILE ST STAIN TA TOILET ACCESSORIES EQ APPLIANCE GL GLAZING S STONE ACT ACOUSTICAL CEILING TILE PS PRE CAST STONE SI SPECIALTY ITEM NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. SANITARY NAPKIN DISP. 42"GRAB BAR 36" GRAB BAR FINISH NOTES 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & BATHROOMS GENERAL NOTE PX ' ,FOR PARTITION TYPES SEE SHEET @ A-521 BALCONY I G-126 I 8" 4' 4' @ @ 9'-4" BEDROOM I G-l09 I 8 ~ ~ 13' -1112" 3'- " G10 10'-1" N ~ I N BEDROOM !Bill ITA-4 I I I : ITA-9 I ITA-7 I I I 8 CLOSET ~ FOYER [TIQIJ 11'-~" 3'-1>2" en 4'-10" " I ,J k PORCH ~ I G-l00 I 1 '00 A ~ " l' t I ' .1. , . .. t. V P7 LAUNDRY ~ I G-1151 - 1 2 ;\-423 UNIT FINISH SCHEDULE UNITG WALLS CEILING ROOM NO ROOM NAME FLOOR BASE N S E W TRIM MATL HEIGHT FINISH NOTES G100 PORCH T WD FTl PT1 FTl FT1 FT2 FT2 NOTE 3 NOTE 4 G101 FOYER T WD FTl FTl FTI FT1 FT2 FT2 NOTE 3 NOTE 4 G102 CLOSET T WD FTl FTl FT1 FT1 FT2 FT2 NOTE 3 NOTE 4 G103 HALLWAY T WD FTl PT1 FTl FT1 FT2 FT2 NOTE 3 NOTE 4 G104 CLOSET T WD FTl PTl FT1 FT1 FT2 FT2 NOTE 3 NOTE 4 G105 MECHANICAL T WD FTl PT1 FT1 FT1 FT2 FT2 NOTE 3 NOTE 4 G106 STORAGE T WD FT1 PTl FT1 FT1 FT2 FT2 NOTE 3 NOTE 4 G107 BATHROOM T CT FT1 PT1 FTl FT1 FT2 FT2 NOTE 3 NOTE 1.4 & 7 G108 CLOSET CFT WD FT1 PTl FT1 FTl FT2 FT2 NOTE 3 NOTE 4 G109 BEDROOM CFT WD FT1 PT1 FTl FTl FT2 FT2 NOTE 3 NOTE 4 G110 CLOSET CFT WD FT1 PT1 FTl FTl FT2 FT2 NOTE 3 NOTE 4 G111 BEDROOM CFT WD FT1 PT1 FT1 FT1 FT2 FT2 NOTE 3 NOTE 4 G112 BATHROOM T CT FTl FT1 FTl FTl FT2 FT2 NOTE 3 NOTE 1,4 & 7 G113 HALLWAY T WD FT1 PT1 FTl FT1 FT2 FT2 NOTE 3 NOTE 4 G114 POWDER BATH T WD FTI PT1 FT1 FT1 FT2 FT2 NOTE 3 NOTE4&7 G115 LAUNDRY T WD FT1 PTl FT1 FT1 FT2 FT2 NOTE 3 NOTE4&7 G116 KITCHEN T WD FTl PTl FT1 FT1 FT2 FT2 NOTE 3 NOTE 4 G117 DINING T WD FT1 FTl FT1 FT1 FT2 FT2 NOTE 3 NOTE 4 G118 MECHANICAL CFT WD FT1 FTl FT1 FT1 FT2 FT2 NOTE 3 NOTE 4 G119 WALK IN CLOSET CFT WD FT1 FTl FT1 FTl FT2 FT2 NOTE 3 NOTE 4 G120 TOILET T WD FTl FTl PT1 FTl FT2 PT2 NOTE 3 NOTE4&7 G121 MASTER BATHROOM T wo FT1 PT1 FTl PTl FT2 PT2 NOTE 3 NOTE4&7 G122 MASTER BEDROOM CFT WD FTl PTl PT1 FT1 FT2 PT2 NOTE 3 NOTE 4 G123 LIVING ROOM CFT WD FTl PTl PT1 FT1 FT2 PT2 NOTE 3 NOTE 4 G124 LIVING ROOM CFT WD FTl PTl PT1 FT1 PT2 PT2 NOTE 3 NOTE 4 G125 BALCONY T G126 BALCONY T UNIT DOOR SCHEDULE ~ D92.R ~~---~ ~C"R IL~E lABEL Q~E n""r411 <:: HDWR ~ - - ""v' T~ UC A I'L - ..----.. .sET REMARKS G101 3' -0" X 8'-0" (PAIR) 1-3/4" G HM 20min ) 3/A-501 1/A-501 2/A-501 16\ SEE SPECS - ,- 2'....:0"./11: ~'^ "^-.. lAP -"" '^ ......~ ^ ...n / ."'" _ -^- "I.)w.. A -"-_~ ^ ~ ^21 'Y'-JTU 0 '"'" ..r -nr , 'r ~_~ 'f1'\" "=0 G104 2'-6" x 8'-0"(PAIR) 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 20 G105 2'-6" x 8' -O"(PAIR) 1-3/8" 0 WD NR NA 3/A-525 1/A-525 2/A-525 20 G106 3'-0" x 8' -O"(PAIR) 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 20 G107 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 G108 4' -0" x 8' -O"(PAIR) 1-3/8" E WD NR NA 6/A-525 4/A-525 5/A-525 22 G109 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 G110 4'-0" x 8' -O"(PAIR) 1-3/8" E WD NR NA 6/A-525 4/A-525 5/ A-525 22 G111 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/ A-525 21 G111A 9'-4" x 8'-0" 1-3/4" N AL NR NA 3/A-525 1/A-525 2/A-525 11 G112 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 G114 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 G115 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23 G116 2'-10" x 8'-0" 1-3/8" F WD NR NA 12/A-525 11/ A-525 10/A-525 26 G118 2'-10" x 8'-0" 1-3/8" 0 WD NR NA 3/A-525 1/ A-525 2/A-525 23 G119 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23 G120 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 G121 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 G122 3'-0" x 8'-0"(PAIR) 1-3/8" B WD NR NA 3/A-525 1/A-525 2/ A-525 24 G12?A... 3'-OAkO" 1-3/4" L AL NR NA 9/A 501 1,4,7/A 502 8/A 501 11 ( G123 8' -0" x 8'-0" Y2\ 1-3/4" H AL NR NA 9/A-501 1,4,7/A-501 8/A-501 11 ,^ ./\..~ 1G'1 ~ "-8' .r >N:S' 1 3/4" H AL NR NA 9/A-501 1,4,7/A-501 8/A-501 11 G126 2'-10" x 8'-0" 1-3/4" J AL NR NA 9/A-501 7,10,12/A-501 8/A-501 11 -- NOTE: FOR DOOR TYPES, SEE SHEET A-441 TYPICAL UNIT DOORS ALL FLOOR LEVELS 00 ~ ~ ~ U 'Y-lE IT', 'j! r --", j I ' j~ H.J 2 1 "D' osJ: i; I v'i\ w L.l U i i; ; !..:::.; ! DEVElOPMB'IIT SEH:"U'$'(jfY"! I cn2:_<?::_~::! f ~\11l V,.'\ I ~- H ~ & REVISION 2 ADDENDUM #2 - FEB. 14, 2005 REVISED FLOOR PLAN TO MA TCH EXTERIOR HEVA TlON & STRUCTURE ENLARGED FLOOR PLAN - UNIT G ~ ---{3 N WALTON H. CHANCEY & ASSOCIATES ARCHITECTS PA " I ',C,' C () 1:- c. , '. I \ I' L. ' \.> . " . . . ,. 4, '..: ~ ~\ ., ., .. ~ . ~ ' . '..", i .' .' ,'\ 1'l.j e/I ')<~D">>' : fi)j~/' ,~''':f,:~, . lJ)' "~. , ' V'" :~&i~:o~ '" " i ',:\,-' . 'rr' '. ...,~ Ul ;<:.\ ..e~ide~~. ~ "1t '9 " f"'!! "' 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E cty Hwy 3O-A. Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~~~~ PROJECT NO. 03540 C 2003 THESE PLANS ARE COPTRIGHlED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORI(" UNDER SEC1ION 102 Of THE COPYRIGHT ACf. 17USO. AS AMENDfD DECEMBER. 11'90 AND KNOWN AS ARCHITfCTURAL WORKS COPYRIGHT PROlECT1ON ACf OF 11'90 THE PROTECnON INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSlnoN OF SPACES AND ELEMENTS OF THE DESIGN. 4' I 8' SCALE: 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 BPRC Submital: Date Plotted: June 20. 2005 Date Issued: January 10. 2005 Revisions: M Addendum #2 - Feb 14.2005 ill BUILDING DEPARTMENT COMMENTS JUNE 20. 2005 A-421 03540 CONSTRUCTION DOCUMENTS XREFS: ^-FP3 A_Units-2 A_FPl ^-Units-3 LFum-2 Uum-3 TTLB ^-FP2 ^-FP-PEN ^-RnishLegend A_Dims A_FP-Symb S_Col-2 S,Col-3-6 r-:' \ ,A \-- \ / ~/ -<0 I "0 ,.,.." r- t, /~ (1 \) \ " (/~\ ' B )--- ~ 'I ~ '~----_/ I I I Cl ~ '7 ~ <( ~ e ID .... .... :;) u "" V> Cl e .~ ~ Cl '<t a a ""E IDa. Cleo 0..... V> .. v>M ~@ "Oil) ~~ "0- ell) ~~ ~~ Il) .. Me )?O 8"0 aID C'l:::: -:-:-.Q a.. a.. I I I I I I I I I I I I I I I I I I I I 2' I BALCONY I G-125 I ,~ 4TH-5TH EVEL ONLY H 6TH EVEL ONLY i 1\.0 ITII rTI. 1'-4" n 00 -.q- I or-*- : -.q- I 00 ',/ >- 8' @ LIVING ROOM I G-124 I TOILET ACCESORIES NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. ITEM ~ ITEM MOUNTING HEIGHT A.F.F. ITA-l I TOILET TISSUE DISPENSER . I 24" TO CENTERLINE OF UNIT ITA-21 18" TOWEL BAR .r----.:L 54" TO TOP OF UNIT ITA-JI 24. TOWEL BAR r-------. 54. TO TOP OF UNIT ITA-41 30. TOWEL BAR - ... 54. TO TOP OF UNIT ITA-51 TOWEL RING ...... 59. TO TOP OF UNIT ITA-el NOT USED ITA-71 SHOWER CURTAIN ROD - 6'-6" TO CENTER OF ROD ITA-51 NOT USED ITA-91 SOAP DISH D 44" TO UNDERSIDE OF SOAP DISPENSER ITA-l~ MIRROR ~ MIRROR ~A-l0~ MIRROR I TA-ll I DOUBLE TOWEL BAR .E====l 54" TO TOP OF UNIT ITA-I21 GLASS SHELF c::::::J 54" TO TOP OF UNIT ITA-l~ RESIN TOWEL BAR r-------. 54" TO TOP OF UNIT ~ 'SURFACE MOUNTED SOAP DISP. [TA:;&j TOILET TISSUE CABINET rTA=i7I PAPER TOWEL/WASTE DOOR NOTES 1 PROVIDE CLOSERS AT COMMON AREA DOORS. 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 5 REFER TO SPECS FOR DOOR GlAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. B PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS. 9 PROVIDE FIRE GlAZING AT RATED CONDITlONS. 10 PROVIDE SAFETY GlAZING IN DOORS AND WITHIN 24. OF DOORS. 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL "WALL, EDGE ZONE. IN REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR LEGEND DOOR &: FRAME WD WOOD HM HOLLOW METAL AL I ALUMINUM (7) ~- ( -, j 32' , -4" 8' 3' 1" 8' 2' 2" BALCONY I G-125 I LIVING ROOM I G-123 I 24' <.0 I -,.,.., o ~ I r-.. o ~ I 8' @ & i)l)~ /- ITA-5 I ~ MAS 6'-4" ,// 7'-8" . N I -.q- / / / ./ , /'b/' ~./ /// 3'-10" W.l.C. [Bill 9'-312" Js.~___d ~ I ~. ~ en 90'-1~" -;r -1 8' -1)2" 9'-9" 1r~s' LO j~ i F-= /'" ~ / /'" ~ / ..... ( ,,(-.:t,c=~c-~_-c: - * ~ en ~ 8 - 7 ;,\-423 1'-gJ2" BA THROOM [Bill x x,.' TOILET I G-120 I TA-1 ~ 11 14 13 ;,\-423 D NING -117 "0 I -co I I 11'-4" I I ogo o 0 13'-0>2" 4' ~, I n r==-- r Keyplan A A A A A B H THIRD-SIXTH FLOOR 3'-8" 8 I ~8 SPECIFICATION KEY CPT CARPET VCT VINYL COMPOSITION TILE WD WOOD PT ,PAINT VB VINYL BASE WC WALLCOVERING T TILE ST STAIN TA TOILET ACCESSORIES ~ EQ APPLIANCE GL GLAZING S STONE ACT ACOUSTICAL CEILING TILE -- PS PRE CAST STONE SI SPECIALTY ITEM NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS &: FINISH INFORMATION. DISP. FINISH NOTES 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED ) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM &: BATHROOMS GENERAL NOTE PX' FOR PARTITION TYPES SEE SHEET @ A-521 4' BALCONY I G-126 I o o 9'-4" BEDROOM I G-109 I /j, / ~ I 8 13'-11~" 3'- " G10B 10'-1" BEDROOM [Bill ~, I N I TA-4 I I I I lfA~l I jij-=7l I ' I 8 :$8 _, \ ) CLOSET ~ FOYER ~ ~-~- 11'-0>2" en , ' 4'-10" r f PORCH ~ I G-l00 I I -co :'~ "':) I' 11 ' ,. N " P7 LAUNDRY ~ CB:IIJ - 1 2 i\-423 fA-- \ \\ \. ' \ ~------ / UNIT FINISH SCHEDULE UNITG WALLS CEILING ROOM NO ROOM NAME FLOOR BASE N I S E W TRIM MATL HEIGHT FINISH NOTES G100 PORCH T WD PTl PTl PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 ! G101 FOYER T WD PTl PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 G102 'CLOSET T WD PT1 PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 f- G103 HALLWAY T WD PT1 PTl PTl PT1 PT2 PT2 NOTE 3 NOTE 4 ~ f-'~'''' G104 CLOSET T WD PTl ' PTl PT1 PT1 PT2 PT2 NOTE 3 NOTE ~- - ~4 G105 MECHANICAL T WD PT1 PTl PTl PTl PT2 PT2 NOTE 3 ,-- ~ -- G106 STORAGE T WD PTl PTl PTl PTl PT2 PT2 NOTE 4 ~ - G107 BATHROOM T CT PT1 PTl PT1 PT1 PT>--~ NOTE 3 NOTE 1,4 &: 7 G108 CLOSET CPT WD i PT1 ....../ PTl PTl ~ -,2 PT2 NOTE 3 NOTE 4 ~ ""'PTl ---- G109 BEDROOM CPT WD PT1 PTl PT2 PT2 NOTE 3 NOTE 4 ~ -~-- G110 CLOSET CPT WD ~ PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 '~ -, G111 BEDROOM CPT WDA PTl PTl PT1 PT2 PT2 NOTE 3 NOTE 4 ~/ - G112 BATHROOM T ..,. PTl PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 1,4 &: 7 [#/ u --- G113 HALLWAY WD PT1 PT1 PTl PTl PT2 PT2 NOTE 3 NOTE 4 P -, G114 POWDER BATH T WD PT1 I PTl PTl PT1 PT2 PT2 NOTE 3 NOTE 4 &: 7 ... , ---- --- ---~-, .#/ -- -- I - G115 LAUNDRY T WD PT1 PTl PT1 PT1 ' PT2 PT2 NOTE 3 NOTE 4 &: 7 - ,~-,- --- , -~ - G116 KITCHE y T WD ' PTl PTl I PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 ---,- D_" I- ,__ , ' G117 T WD PT1 PTl PTl PTl PT2 PT2 NOTE 3 i NOTE 4 ~- ~ECHANICAL G118 L CPT WD PT1 PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 G~/ -,- ,,- WALK IN CLOSET CPT WD PT1 PTl PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 ~20 - -- .. ,-~ ./ TOI LET T WD PTl PTl PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 &: 7 '/ ,-~ G121 MASTER BATHROOM T WD PTl PTl ' PT1 PTl PT2 PT2 NOTE 3 NOTE 4 &: 7 -- .--.-.- I - G122 MASTER BEDROOM CPT WD PT1 PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 - --- - G123 LIVING ROOM CPT WD PT1 PTl PTl PT1 PT2 PT2 NOTE 3 NOTE 4 I ,- G124 LIVING ROOM ! CPT WD PT1 i PTl PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 ~ ~ G125 BALCONY T I ~ - -- ~ G126 BALCONY T 1 'u , UNIT DOOR SCHEDULE DOfR SIZE DOOR FRAME LABEL GLAZE I11OT411 " HDWR TYPE TYPE TYPE HFAfJ I .lAMA THRFS ... SET REMARKS G101 3' -0" x 8' -0" (PAIR) 1-3/4" G HM NR 3/A-501 ' 1/A-501 2/A-~01 25 SEE SPECS -- '" G102 2'-0" x 8'-0. 1 -3/8" B WD I NR NA 3/A-525 1/A-525 2/A-525 23 1--- , -, ,~ ---'- '- - G104 2'-6" x 8' -O.(PAIR) 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 20 ,~ ---,-, ... , G105 2'-6" x 8'-0.(PAIR) 1 -3/8" D WD NR NA 3/A-525 1/A-525 2/A-525 20 - ~ ---'- -, G106 3'-0" x 8' -O.(PAIR) 1-3/8" B i WD I NR NA 3/ A-525 1/A-525 2/A-525 20 -- G107 2'-10. x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 -- G108 4'-0" x 8' -O-(PAIR) '1-3/8" E WD NR NA 6/A-525 4/A-525 5/A-52li_ 22 -- G109 2'-10. x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 -- G110 4'-0" x 8' -O.(PAIR) 1 -3/8" E WD NR NA 6/A-525 4/A-525 5/A-525 22 - G1 1 1 2'-10. x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 - --- G111A 9'-4- x 8'-0" 1-3/4- N AL NR NA 3/A-525 1/A-525 2/A-525 11 --- G112 2'-10. x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 ,-, G114 2'-10. x 8'-0" 1 -3/8"1 B WD NR NA 3/A-525 1/A-525 2/A-525 21 ,-- G115 2'-10. x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23 --- G116 2'-10. x 8'-0" 1 -3/8" F WD NR NA 12/A-525 1 1/ A-525 10/A-525 26 -- G118 2'-10. x 8'-0" 1-3/8" D WD NR NA 3/A-525 1/A-525 2/A-525 23 --- G119 2'-10. x 8'-0" 1-3/8" B WD NR NA 3/A-525 , 1/A-525 I 2/A-525 23 .. - I G120 2'-10. x 8'-0" 1-3/8" B WD I NR NA 3/A-525 1/A-525 2/A-525 21 u G121 2'-10. x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 --- G122 3'-0" x 8'-0.(PAIR) 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 24 --- I G122A. ~'_n"...Y. s=...,0" 1-3/4- L AL NR NA 9/A-501 1.4,7/A-502 8/A-501 1 1 8'-0" x 8'-0" 112\ 1-3/4- 'u ( G123 H AL NR NA 9/A-501 1,4,7/A-501 B/A-501 11 .,^-".A. "^ ..~ - --- ~ 't1" -'T X "'t:I "tr 1 -3/4- H AL NR NA 9/A-501 1,4,7/A-501 8/A-501 1 1 -- G126 2'-10- x 8'-0" 11-3/4-1 J AL I NR NA 9/A-501 7,10,12/A-501 8/A-501 1 1 -- NOTE: FOR DOOR TYPES, SEE SHEET A-601 TYPICAL UNIT DOORS ALL FLOOR LEVELS & REVISION 2 ADDENDUM #2 - FEB, 14, 2005 REVISED FLOOR PLAN TO MA TCH EXTERIOR [LEVA TlON & STRUCTURE N CD ENLARGED FLOOR PLAN - UNIT G ~ ---13 r\.- 0' l' WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ~",.,.,.. ' , , I,. d.esideQ l<-:-' ',', C'>.... Ii ,,""" "~ !l; ~ ~ tit -:~~)t/ ;1/ ~~ }~ 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A. Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 --,~ c. \ ~,., "~,' 1 (~ i C: ~) SCALE: 1/4" = 1 '-0" IM-IEN PLOTTED AT 24 X 36 4' I 8' BPRC Submital: Date Plotted: February 15. 2005 -~-~ Date Issued: January 10. 2005 ~-~... Revisions: ill Addendum #2 - Feb 14.2005 ~,- 03540 CONSTRUCTION DOCUMENTS . -, ,:' ~~..':~t1~ , ..., < '\)V, ,\ t" '\ c, ' '~'-" '~, ' , " '" ,..."""w~_""'''', '/" &- " '''':* , , ,',," ~" "'I ,'. ",,' L(::J,'. ", ' "-, 'L"i!,cb:~<"'~?f'!C~ tJit~tr#:~..sr~"i6- : ;~~ ;",-" !f 1''- ~~ -- i?"""- t:-:t. :', ':!'.o .c I ..., r,. ~ ) ~ ~ ~ 1} '~., ~1t ,;.Nt:JIl ~f w.ta..... ~ 1.-. ~ '_~~ ~ PROJECT NO. 03540 o 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHrrecTURAL WORt'" UNDER SECTION 102 OF 'THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 'THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. ~ "Q ~ I ~ ~ e :g ::> U / '" Ol e .~ e o ""'" 8E /0. Q)-o 010 0.. ",('I "'~ ~@ ~~ "0- eO ~~ ~.Q II) .. ('I)e ~O g-g ('I:: /0 n.:a: XREFS: AJf'3 A....Units-2 A....A'1 A....Units-3 LFum-2 LFum-3 mB A....A'2 A....A'-PEN A_FinishLegend A....Dims A_FP,Symb S_Col-2 S_Col-3-6 (;:~)- ~ <0 I o I") (~r- I I I I I I. 1 f"-... ['.'" 2' I. ' U r 1"\ ~ \ / BALCONY I G-125 I I lYPlCAL EXTERIOR WALL S1YI..E UNLESS PTH~RVf1SE tJ)fEOO" <E>- r; 1/ 1:'<' fx'7 xX /()!' , 'II ' )<, ,- X X X X x. I ~ 4TH-5TH [VEL ONLY H 6TH EVEL ONLY X x x r\o .TII rTl' I"~,~ [,< ',< '/ 01 ~ , to I N N @ oJ- .. I ~ I n o LIVING ROOM I G-124 I I r 32' BALCONY I G-125 I - ~ LIVING ROOM I G-123 I 24' TOILET ACCESORIES NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. ITEM # ITEM MOUNTING HEIGHT A. F. F. ITA-II TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT - ITA-21 18" TOWEL BAR .r---;a. 54" TO TOP OF UNIT ""_._-~-- ITA-JI 24" TOWEL BAR r---:a. 54" TO TOP OF UNIT -_._-~---- ITA-41 30" TOWEL BAR ... - 54" TO TOP OF UNIT -----,---.. ITA-51 TOWEL RING ..... 59" TO TOP OF UNIT ---_....._~. !TA-5! NOT USED .-- ,---~---_.--- ITA-71 SHOWER CURTAIN ROD - 6'-6" TO CENTER OF ROD _.~---- ITA-51 NOT USED '"..--~- -- ITA-91 SOAP DISH D 44" TO UNDERSIDE OF SOAP DISPENSER ----~._" -----,---,-- ITA-l~ MIRROR ITA--IQ.i.I . ____n___u MIRROR ---------------.- ~A-l0~ MIRROR ..-.----"-.. !TA-lll DOUBLE TOWEL BAR .F===i 54" TO TOP OF UNIT --~~- ITA-I21 GLASS SHELF c=:::J 54" TO TOP OF UNIT , -- ITA-I31 RESIN TOWEL BA"-. · r~ TO TOP OF UN" IITA=15l SURFACE MOUNTED SOAP DISP. ___~ , ~_ I fTA=i61 TOILET TISSULCABINET ~_ ___ 1 JTA=i7I PAPER TOWEL/WASTE _ _~__ - (~~) ff4" r 3'-Y," r---- B'_ - -r3~ r- II I :~ ~?<X >< '>11== ' --N~x'x><. \ i fi/C7 @ rI V" 7V if ~ =:LJ, :<> -- .. \ r;::\ [T~::IJ ~~ 2AC WEI '\ ~() ~ I o 8 MAST ~ROOM ~ I ~W, ~ /'yg lYPICAL INTERI~ 'MECH ~ WALL S1YLE UI LESS e~~OlED G-118 / 5!5'~ I/' TTT 8 ' 1 ~ I ~ ~ ~ 90'-1>2" -:t=- ~ , 'LO l 3'-,V2" t-~~....~, 9'-5" ----' - III II -- - - -- ~ I n ~ -~'-_.._----_.... ~ I , II ~-~- -I-- - - - I I 0'~ I y' I I .~ ~~ i _ 0 r--. 15 12 - A 42 ~l r I I 11'-4" I I ~~ tJ =l1l.J 13'-0>2" ..----~'--r-3'-4" J-"s-~-----~,~~~~" J - I [E]I] I") I @)- '-- ~i-- - I N 080 o 0 ---~ I I~ ?_ , I' T .. I .11 I r==\. I I I I I If-J '-~----I Keyplan A A A A A B H THIRD-SIXTH FLOOR DOOR NOTES 1 PROVIDE CLOSERS AT COMMON AREA DOORS. 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 5 REFER TO SPECS FOR DOOR GlAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. B PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS. 9 PROVIDE FIRE GlAZING AT RATED CONDITIONS. 10 PROVIDE SAFETY GlAZING IN DOORS AND WITHIN 24" OF DOORS. 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL "WALL, EDGE ZONE. IN REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR LEGEND DOOR & FRAME WD WOOD HM HOLLOW METAL AL ALUMINUM .-..- 3 8' 3'-,V2" 2'-2" r T-- x:X x' - X 1 '/ ',:<:"'1 " ~ '~)-< ~~ F-~ '----- //::./ "--- ---=/--J> ---------_....--/ . v'" ~ LO'I<>~~~, . c~~12 ~ r-..;. I <.0 III ~ 8 - 7 A-423 ~6 / c:; // TA, / ..If:. -.-'" K K, R R "XX /U BATHROOM [B1IJ TOILET I G-120 I ITA=1 ~I r'l\" \liI.: 1 ~BI\~~' , TA- i7l n':;:.':::1"l I I ~;:J o I I. -. ~ 1'-, ~ J) rTA=7l N v' ~ ___ I-- P4 - ~~*~';MZl TA-1J ' \, rrJ "'~ ~] [D~@lJ~' I I I I I I II I I I I I I 1 1 1 I 1 I I ~ @ SPECIFICA TION KEY CPT CARPET VCT VINYL COMPOSITION TILE WD WOOD PT PAINT -- VB VINYL BASE ,~--- WC WALLCOVERING -- T TILE '-- ST STAIN -- TA TOILET ACCESSORIES -- EQ APPLIANCE GL GLAZING S STONE ..- ACT ACOUSTICAL CEILING TILE ~, PS PRE CAST STONE ..- SI ~ECIAL TY ITEM ..~ NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. GENERAL NOTE PX' FOR PARTITION TYPES SEE SHEET @ A-521 FINISH NOTES 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & BATHROOMS ~ I/X/'>(X X L:.1I BALCONY I G-126 I B l~~~iJ ~ -=- L e, ,/ / '" )(' / # /X" 8;"~ # /// A'X. r'''~ # /0/ ~~. ~ ~C,/ @-' ~ g <{ / /X I I d ~ 1>< IX ~ 7'Y' >-: 8 13' -11>2" N ~ BEDROOM CBTIJ 8 "":J -- ~r~ ~ 3' ~ ~ h~oY^ t I ~.. 1/1 y 8" STORAGE 1: i 2 IT=OO ~ I - ~~. ----- L..Lj' I, ,I ~ I' : I 3'-8" I I I I I ~0>2" 4'-Y" I ~Y ~fQ ~ ,,6 A~ ~I) TA-12J/ ~) ~=:IJ. PO~I~A TH ~~ 3'-~~ - TA-5 rlj " ~ TA-lO , I1II I I 8 ~ ) ~8~ R I (P4) r I f-- I ;-J ...FF"'FF CLOSET ~ - I !TA-41 I ,.~ THROOM ~ I 1S&-107 J A-423 __ " I -~, I ITA-91 l) !TA-7 ! =" TAJ] I ~~ ~ L i ) l-------.II I g:/I~ r- [~---] I ~ 1 I I ' l, I 1 I I III I I I I 1 1 I 1 I I I I I I I I I I I" (P2>l . L~--= FOYER ~ CEiQI] j_:_ 11'-~" ~G1-0 --.t-Ive I CLOSET ': 8 I IG-102 I ~ 'I''. ~ I 3'- " ~ I N ~8 v~5\" , HALL~Y > '"", U1 :.!!l:2J 9X~ ~-5" 3'-1/2" " ----.f-- Ya..J, / Q ;r ~" " ~<> ~ WH ~ "JCLOSET I '---" ~41 G 5 - t--'~ii"',,- '- ''',. "';''''", :;~" 'l..:;~~;, PORCH "4'~'~~~,1 G -1 00 I ""''iI." ~~~~< '~~.f;" ."~; ~, . lil.~r'r"", I -"'II! '~~<i;i -- @ ~i', krv", I I .. ~~~ , , d ~ 11 14 13 A-423 "r, " " "' ^ o @)- LAUNDRY ~ r::Bill - 1 2 A-423 x. ): 1>< I I OJ 'x 1>< X X- X, -1G ~ ~ >: x~ "_/< I II I II I " WALTON H. CHANCEY & ASSOCIATES ARCHITECTS PA 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 M1785 5365 E Cty Hwy 3Q,A. Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 C> 2003 THESE PLANS ARE COPVRIGHlED AND ARE SUIlJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAl WOR~ UNDER SEClION 102 OF THE COPYRIGHT ACT. 1 7USO. AS AMENDED DECEMBER. 11'90 AND KNOWN AS ARCHITECTURAl WORlS COPYRiGHT PROTECTION ACT OF 11'90 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT ANO COMPOSITION OF SPACES AND elEMENTS Of THE DESIGN. SANITARY NAPKIN DISP. 42MGRAB BAIL 36. GRAB BAR UNIT FINISH SCHEDULE WALLS FLOOR BASE N SEW WD _PT~L~T~f PTl PTl :: ~-i:;:~t~-;~:: :: ::"1 :~;+:: :: CPT we ~-----~J-'m ,.. - :: : :: ~t~=~ m CT PTl PTl I PTl PTl -..-, f..- ::-- ;L' :;~J~; :: we _ _ PT~_ PTl_j PT~ ~ we PTl PTl PTl PTl - - --- - -- -- - we ~~ ~~1 I_PT_l j"~ CPT we PTl PTl I PTl PTl CPT we PTl ~~ - j Pl2.~ .. PTl ~ : :: ~j~~-+-~ ~f : 5~i~:: ROOM NO ROOM NAME G100 G101 G102 -----------..- G103 G104 G105 G106 -_._---~--_.. G107 _._u_____.__ G108 G109 .-----_.- G110 -'-"'-~--"-'- G111 -----------.- G112 BATHROOM ------------- G113 HALLWAY G114 POWDER BATH G115 LAUNDRY ~---._----- G116 KITCHEN G117 DINING ---.-.------- --- G118 MECHANICAL -----.---.-..----- G119 WALK IN CLOSET ----_...~ G120 TOILET ---,--._----_.. - G121 MASTER BATHROOM G 122 MASTER BEDROOM .-----------.-- - G123 LIVING ROOM ---------.-..--- G124 LIVING ROOM -.--..._------ G125 BALCONY -------- --,"-- G126 BALCONY PORCH FOYER CLOSET T T T HALLWAY CLOSET MECHANICAL STORAGE BATHROOM CLOSET BEDROOM CLOSET BEDROOM T T we we CT T T T T T T UNIT DOOR SCHEDULE DO R DOOR TYPE G B B o B B E B E B N B B B F o B B B B ~~~E LABEL ~~E HM NR ---..-----, ---- ,..- i-....'" WD NR I NA - ---- +----J- --- ..Y'~ -L ~~_J_N^- I ~Q..-t--N-R ,_~I ,_N~_ ~----l~~n , ~~~ -- ---I' .--- -.. -----. WD , NRj NA ~~~f~fi~= '-~~-~l~R..--r'~~- '--~~_' +~~_I u~~ __n__+__um . '(___..n__ WD I NR I NA ~~-_j__t-!~ rn~~~~- ~~--t ~: j u ~~- -~~~ I ~-~R -r '~~~- WD NR I NA ~---_._- __u_.._....___ -- 1 --------.- 'l;'Q..__j.., "~" L ~!'_,.. AL . NR I NA --1--" 't--n AL n'1~N.~ nl..NAu AL ___ __..t-J~_ In- N~_ AL __ .._t-J.R_ , L,!!~-- SIZE o : I '7:<': I ;' 'I ~_~O_!.._, _3~=_~~_x 8'-0" (PAIR) 1-3/4" G102 2'-0" x 8'-0" 1-3/8" _..,--".. -'-"'-- G104 2'-6" x 8' -OM(PAIR) 1-3/8" .. G105 2'-6" x 8' -OM(PAIR) 1-3/8" -- ~-,---- G106 3'-0" x 8' -OM(PAIR) 1-3/8" ---~-- :;6-:=-j~~~~~~~x X8~~~~("PAIR) ~=~~:: G109 2'-10" x 8'-0" 1-3/8" ---------.--,.. -...--.-- . <:;2.1~.. _<l-'=Q"..~ 8' -OM(PAIR~ 1-3/8" G111 j 2'-10" x 8'-0" 1-3/8" G11-1A' 9;:'4-;'';---8-; -0" - 1-3/4" ----..----,.- ----------_.~ ~1_~_ ~:-10"_~8'-0.. .. 1-3/8" G114 2'-10" x 8'-0" 1-3/8" I- ..,~..~-- G115 2'-10" x 8'-0" 1-3/8" I- '....--..-'-'..----_,_ G116 2'-10" x 8'-0" 1-3/8M I- ..-..'-....,-_ G118 2'-10" x 8'-0" 1-3/8" I- -~--..__ G119 2'-10" x 8'-0" 1-3/8" - ---~'------~-~'- G120 2'-10" x 8'-0" 1-3/8" -------'_._---~_._~ G121 2'-10" x 8'-0" 1-3/8" ---".._'_..-+_..,~-,--~----, G1 ~.?:~'~.=-cc~~ -O"(,PAIR) 1-3/8M G122A 3'-0" x 8'-0" 1-3/4" L ~--_._---_. _._---------~ G1~..~__8'-4"_.l<_8'-0...~ 1-3/4M H G123A 8'-4" x 8'-0" 1-3/4" H ~._-- _._.._._----~---- G126 2'-10" x 8'-0" 1-3/4" J o "- " BEDROOM I G-l09 I I rt X 8" 1 ~ ><1 [, ~8 10' -1" (P4>-~'- ,.J '--- ~I "'"rrT 1 G-l081 - I T NOTE: FOR DOOR TYPES, SEE SHEET A-501 TYPICAL UNIT DOORS ALL FLOOR LEVELS ~ \ A-423 ) ~ - ~ I >lX ,- @)J ... . -- , i l,' , I , \ A 1\") l~/ 1 ENLARGED FLOOR PLAN - ,..-- O' l' 4' I 8' ----I ~ ~~~~,e~~~~ I f- 1(#-- ~ J ~~tt;::;:o~~r!?~' I l,. ""m_'.._.._____..____'___....~_______~ I I I UNITG TRIM CEILING -'-----..'1'--'----., , MATL HEIGHT FINISH NOTES PT2 . '"'.- N""-' =t NOTE < . - -... -. .--. -.. ... ~~J; b ; ~ ---- ~--~ .- ~ --~-- PT2 NOTE 3 NOTE 4 PT2 PT2 PT2 PT2 PT2 PT2 PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 PT2 PT2 NOTE 3 NOTE 1.4 & 7 PT2 PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 PT2 PT2 j NOTE 3 NOTE 4 PT2 -..;i~-..~~rE-3-'..~~~~-~ ,-- M_______ ._._________.._,____ ____.....____....._._______ PT~ -~~--t~~-~--..-~~~2.-~-~ 7 "".. ..__..,~__________"_., - ~ ~~~u~~ :.~_--=_=---~-~ =~. ::~~--'f~~-;..:~~:: ..,--- m_n______~~___.. :: -~f=l~~~r ~~~~: & >~..__...._, n~==~~==_===~-=~ : ;~~Etl~-::~~~~~ ~~ -~ -. ~ PT2 PT2 I NOTE 3 4 NOTE 4 ~~.l==f~=- --.== ~~~-~--=---= HDWR REMARKS SET ;yA-5_~1~,J_1LA.:-501 ~~=-~01 25 ?~~_.?~~~m__,..~_ 3/A-525 1 1/A-525 __+,~L~=-5~5, 23+__~___~_____ ~~:~~~ r:~f:~: +~~::ii~ i~-u - -- - 3;A~525~ rT/A~525,-..~J~yA-?25 20 --'~====' 3/A-52~ -1 ]j~-~~5_ __ L2/A-~2? _ _m~..1 __ ___~_______ 6/A-5_2.~ _~_ Y~__5?5 ......-t_~/A-52_5_m~~_ ____'~.._~_~ -~~:=:i:t~~;tt ~~~;i~ml,.:it. I, -~==~=~--=---===~~ ~~:;tr~~{~t--L~~~~~~Hi=I~==- . -_ ~:;u:-;:=~~~ l~~t:i:~it. --=~__ ~)i~~~~5 .:~~~'-+~;~~~~51.~ j.. u___. _ jL~~?_5~- ~jZA--~i~~~--l?L.~~52~~-Li3 r-= ,...-=..===_-- 3/A-525 1/A-525 I 2/A-525 I 21 : -~-,- _______1_____ "" 1__,_.. u__~_...__ :~~~::~: 1,,:~~~~ -j-t~=~~; I~~r~=~-_=. __ 9/~-5~i _ ~,4,7/A~5~1 ~~~~j-501 11 :__ _____________, :~~:~+ i:l:.;~1~~r~:=~~; .1- :;- F ~. = -~... ~ re \111 ~ 1~11 ~ \!I ,.~ I I i , , JAN 11 Z005 U~ i"_,; BPRC Submital: - I I Date Plotted: January 10. 2005 ---...-----.. ~_.,- ...----- . ------. ---..---------.-....--- Date Issued: January 10, 2005 , >4 \~\) \' vi r--:.:,., ,; Revisions: I I L.__ __ CONSTRU A-4 XREFS: A..FP3 A_Units-2 A..FP 1 A..Units-3 I_Fum-3 TTLB A..FP2 A,fp-PEN A..FP-Symb A..SP S_Col-2 S_Col-l S_Col-3-6 I_Fum-2 US II G H TI N G lE G END LOCATE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE [I] l-'~ BATHROOM FAN BL-X EXTERIOR WALL MOUNTED FIXTURE Q) H~ JUNCTION BOX FOR FUTURE CEILING FAN OR LIGHT BV-X WALL MOUNTED LIGHT (VERIFY HEIGHT) BATHROOM VANITY l-~-9- III DECORATIVE SURFACE MOUNTED FLUORESCENT LIGHT SM SURFACE MOUNTED CEILING LIGHT FIXTURE l-~-9- L-X I I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) BL-X SURFACE MOUNTED BALCONY LIGHT FIXTURE KL-X L-X CO H~ RECESSED CAN LIGHT BL-X WALL MOUNTED ENTRY DOOR FIXTURE RC-X L~ CO l-'-9- RECESSED SHOWER LIGHT CL-X CLOSET LIGHT L-X 6 L-X 4- RC-X DIRECTIONAL SPOT LIGHT BL-X SPECIALITY PENDANT L-X 6 L-X 0 RC-X D DIRECTIONAL SPOT LIGHT RC-X CABINET ACCENT LIGHTING ( ) L-X @J SURFACE MOUNTED FLUORESCENT LIGHT PF-X CHANDELIER LIGHT FIXTURE BY OWNER UNDER CABINET LIGHTING y "'. fr " " " y " ? o y #w " " +-8 " " 1-8 " y " y : 8~-4 " BALCONY : ~-4 I G-I25 I " " " " " .. >- " " >- " " EQ. EQ. E>O. 0 Q. " w / / / / " / / / /~ ./ , " / / , / ... ' // / "/ ' / " / /L.",4~ ,-, ,/ / / / Rt~ / " / . / ' ' "~1 n}///' / /// //// / // /' , / y- / / / / / / ' CEiliNG lEGEND CEILING g' 6" AFF ARCHED DRYWALL SOFFIT ABOVE MASTER VANITY CEILING 9'-4" AFF AIR SUPPLY / / CEILING 8'-8" AFF 0 RETURN AIR / /' / CEILING 8'-4" AFF D EXAUST FAN I ' STUCCO FINISH ON UNDERSIDE OF -or-- FIRE SPRINKLER HEAD SLAB SEE DETAIL 11/A-505 I I STUCCO FINISH ON ARCHWAY SOFFIT ... FIRE SPRINKLER-SIDE WALL SEE SECTION 2/A-310 11--11 INDICATES EXTENT OF CROWN MOULDING L__---l GENERAL NOTE S ~ 1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION. , , ~.~~ L~ CL ::;y-: ): W. I. C. I G-119 I / / / / / / / ~ EQ~~I "lJ " .' Yi" ... w.." ":.; .' c [tJ fk~~~ -1 4 II =-=-- rg~~, ---ll!. L-l /' I PF:t>-l 1 , / I 1// I I" " I ", ~'-""cc'~' I':~i ,/ . .' // : :.~ , L - _- _- -' ,,;,_ _ _ - _ J ' (~'UU). , ~~~O~ < ~ , ' 1 ~, ,'/ Q) ~.<l_ iv~Qi - 8'-4~ ... - L-4Q RC-l[J d~ ~I L-13 BL-3 , /" ~ / BPRC Submital: Date Plotted: Fe bruary 1 L 2005 "~ Date Issued: January 1 0, 2005 ,- Revisions: - ill. Addendum #2 - Feb 14, 2005 , - ~ ~ - - REVISION 2 ADDENDUM #2 - FEB. 14, 2005 LlGTHING CLARIFlCA TlONS. ADDED LIGHTING NUMBERS TO COORDINA TE WITH THE SPECIFlCA TlON SECTION SEE SECTION 16000 LIGHTING SPECIFlCA TlONS PA GES 1 through 4 :;- " " " " " " " " EQ. EQ. J' " "0 w " " BAtCONY d >- w I G-1251 " >- >- EQ. "I EQ.I d >- w " L-8 " BL-4 " .' >- d w , " " " , OJ ~ 0. u .... Ci4 Sf <( /' - e (1) t:: :;) U /' '" OJ e .~ 2 Cl "'it o o /'E Q) 0 g>~ '" .. "'00 6:@ 'OLt') ~~ '0- e~ ~~ ~.2 Lt').. Me ~O 8'0 0(1) C'lt:: ~.Q a.. a.. ,t':4-"~~ /, ~ '..~l' "' , .. " , //,," )/~, " ~/ L-4 RC-l ON ;~ . .~ . o'~. ~, , .. / . //' / )~y>/ , '/' ~, /~ , // / '~":4 (?~(/// ~C,.-1Y/' /~ "~../ , / / " / '// ~~N/ t DINING I G-117 I "N / / // / / ,/ / / , / / "~~4.A ~C"'lY / / " ('\) CD o~~LA~GED ~LOOR ~:L~~=~'-~~~:PL~DAT24XJ6 Keyplan A A A A A B H THIRD-SIXTH FLOOR WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ()) ,i' 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A. Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 ;,.. '~;~~ ': ',~,~:\Lri<~t~~!} . C 2003 THESE PLANS ARE COPYRIGHTED AN D ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITT!CTURAL WORt(" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND Kl'lOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTIOl'l ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. ~~~~~ >' BALCONY I G-126 I pEQ, " .. / / / ~ / / Q) / ; /L--~- ][ BEDROOM CE:TIJ /, '/ [6]' / / /' , ' , //,./ /// / {l~, / 'f' /, " K~~ 5 " : 'UL'>//"J / ,/ / ,/ , /" /'" ,/ //' r/ " / .. -d..e5idell, ".~ ,,',',', (:'l~ ~ ' "" .. ,~ ~ ~ ~ , " ~' /;?#;.;) ./#/~~:;"'X'.) ~. / C(~. ,~ y~, 6?,-c6#-€,Z4/Cr'--& !C::;Y:eT~:k$r4fo.l& .'::::'- PROJECT NO. 03540 1- , \ ,-,0:::. ill. ..... :""CII'VI~'~D .. ,. '1 .. <Iel-. l ., .. iii oO.L-. a) t:" ~, ~~....",..' . 03540 CONSTRUCTION DOCUMENTS A-422 LIGHTING LEGEND ~ BATHROOM FAN Q) JUNCTION BOX FOR FUTURE CEILING FAN W/L1GHT III DECORATIVE SURFACE MOUNTED FLUORESCENT LIGHT I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) UL o RECESSED CAN LIGHT sO RECESSED SHOWER LIGHT t'A.. UTILITY LIGHT SURFACE MOUNTED ULY SURFACE; MOUNTED FLUORESCENT LIGHT THIRD-SIXTH FLOOR XREFS: A..FP3 A..Units-2 A_FPl A..Units-3 LFum-3 mB A....FP2 A..FP-PEN A_FP-Symb A..SP S_Col-2 S_CoI-] S_Col..J..6 I_Fum-2 us III I ( ) o II DIRECTIONAL SPOT LIGHT " UNDER CABINET ,UGH TlNG ,. ,. " " >' >' " ,. ,.. >' " >' ,.. ,. ,.. ,. ,.. EO. EO, " ;,,> "0 w ,.. " " ,. ,.. " BAtCONY 8 ,.. I G-125 I ,. " ,.. ,. +....- " ,. ,.. ,. EO. EO. ,. ,. d w ,.. I " I I d ,. W I , ~j ,.. ,. t ,. ,.. >' ,. ,.. >' f./ /// /, T-,-~----.--,-"",,/ /- / / / / / / // ,/ / '/ ' / ' / / / /</ // '.j". / / // /, ~Y, / // / ,,'t., ", / / " / / // ,I ' , // /'1. ,~ / / /'1"',1'" // / // '~k/~, /. //', / """ ',/ t<~~, //', t:;' //~' /' / // // / / / / / / / / / / / / / / ,// / //// /.// // // . /// /// // // / " .. / / / / / /' / // / / / / / / / . / / / .T-'-,~ ' 0> ~ ci. ~ N I ~ < ~ c ~ ~ U / cn 0> c .~ Ci 'Ot ~E Q)00 ~7. cnN cn ~ ~@ Eg ~N '0 . cO ~~ ~Q It) .. ('I)c ~o 8'0 oQ) N:t: /0 a.: a::: Keyplan Date Plotted: January 10, 2005 -~~_...__.- ---~ ---..--...,--- ----------_._,,- Date Issued: January 10, 2005 LOCATE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE CEILING LEGEND ARCHED DRYWALL SOFFIT ABOVE MASTER VANITY AIR SUPPLY CEILING 9'-9" AFF EXTERIOR WALL MOUNTED FIXTURE [ 5<' '>D>Y /, ' X/Y , ;< x,:), P2;.:22J CEILING 8'-8" AFF [2J [2J EXAUST FAN ~ i!- su?- eR- ~ cR- -+- WALL MOUNTED LIGHT (VERIFY HEIGHT) BATHROOM VANITY CEILING 9'-6" AFF [:gJ RETURN AIR PENDANT MOUNTED CEILING LIGHT FIXTURE (BY OWNER) SURFACE MOUNTED CEILING LIGHT FIXTURE CEILING 8'-4" AFF 'Q -or-X FIRE SPRmKLER HEAD SURFACE MOUNTED BALCONY LIGHT FIXTURE ~- -I [E~ L - -_=~J INDICATES EXTENT OF CROWN MOULDING . FIRE SPRINKLER-SIDE WALL BALCONY CEILING 10'-0" AFF WALL MOUNTED ENTRY DOOR FIXTURE CLOSET LIGHT GENERAL NOTE S SMALL SPECIALITY PENDANT 1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION. C <0 CABINET ACCENT LIGHTING ~ CHANDELIER LIGHT FIXTURE BY OWNER . ;~... " ,. ,.. " ,.. ,.. " >' '-;;. ,. ,. >' ,. ". >' ,.. t.-,~---!~- 01 >' W >' ". d ,. ,.. ". ,. ,. ,. >' BALCONY I G-126 I ". ,.. BALCONY I G-l25 I ,.. ,. ,.. ,.. ,. ,. I'" >' BL It_. ~""E~O. >' -~-~ I'" ,. >' ~ ,.. >' -~-- . ~ .J' ,.. EQ. >' -,~, -- _-.1'_ I I ,.. ,. E€!. EO. 1 ". " ,. ~ -_.-~-~,.._-~--- ----"-~ / / >~~7;;~-/~-_M'---~-T / Q) r,_;.".-,/_.~,"_',..,'-,...,',-, - --~r--I [] l.~ _ . _'CL _ ___,__~__~,;~J r/' .. '- -.-'--:--~-- -.,- ":'-"C--~--'-'''I f/ /h/ /,' I / .' / / , / / ' . 1 /-$ / 4v//,~ ,J / /' / . X=. ______,______ BEDROOM I G-lll I / / / / / ,~--'-- ....', / / / / // /~/// Y / N ,/ / // // "~7/' // // / /' //"/' // / /' /",,/ /,/ // / / / // 'Yo, / / / / / / /. /, ,/;-AV / /'/'//L.' .- // //// - "';', , /" // " / ;'f- /~:///; ,. .. / . / >// // / / /" //~/ ///// / / / / ,-/ />/ /' / / / / //~ ////>/ / // /" // // " // /// ,/ /// /, // /' / /' / /' , / / / // .. /// /// / ////// / / /// / / / / ' ?/ ./ /, ./ />/ ,/ /;,~/ /,' ,,' // //,// / / / ./ "/ /// /.- // // ," // / // / // // , // ///.. //./..' ',/ /,. ,/ // /////// / / o', / / .. / / / /. // / / / /' / / / / / .. " / ~' / ,/ / /~ / - , . /' // // // ./ . ',' /////////// // /' ,/ ~ ,/ _/ './, / ~~-- ./ / /// //// / // // ////. / / // // . C---I / " / /' /// // '.../ / . / /" ,.....J '/ /// ////// ' .>/ "//j //,/',//,/,,/,/~, /// /~~,/ ~Ar,o'>,'" '"tn /, " " / '/ / / // / / //' 1./ 'WI/ /~~/ . '/' ,,' / / / / / I .. ' .. / r---- - '. / ./>/>//./~/:~;..o /L~~-l-..-~ ,...,~/<.~~S~/~~ ~. c~/~~:~/ / ~~lF -~f~r~l / / ~;:~/::/ / .. / ;~>/ i- /JiALl:W:(</ /;0/ // :// ~/'//'I ' , // / _/" ;y?//;/:1IPOWER BAlH </;~,,'~""'::;;1/,' i / / / / ../ >':: // / / .. " >~/,~;;// [,- / / ~./ " / / /,/ /,,/ /// , / "" .. / / // //' ////' // ./ / / / / / ,/ // // // / / / ./ //// // /' ,,/// /' /// r,:o:::- /",:-1. ~' ./ / // / i----rOYER---l I I G-l0ll I_ I i!- I I I I PI. / I I :1. 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"I' , 4" , I ',/" , ' \ '~I;,* v::~ " -,' Revisions: A A A A A B H 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3Q-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 . , . , _~,___J I i I ., ____' ___~__J PROJECT NO. 03540 co 2003 THESE PlANS ARE COPYRIGH1ED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" U~DER SECTION 102 Of THE COPYRIGHT ACT. 1 7U50. AS AMENDID DECEMBER. 1990 AND KNOWN AS ARCfJlTECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSlnoN OF SPACES AND ELEMENTS OF THE DESIGN. I~ I r I I I ~ I L 03540 , 11// "" EQ. EQ, r .., .. --~-~-~- I .., ~ - - , ..- --- - - _._- - .. 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SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 MASTER BATH @ MASTER BATH SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 ARCHED OPENING r---ITJIJ TYPICAL ~ L ~" ~ ......., r--ITITJ // 1flU I .00 I 00 . ..~ [ill]] EDICINE CABINET --"\ ,.--- OPTIONAL \ tJ \ UPGRADE ONLY ~ ;> Q) Q) ~ ~ 1 / - C ~ i @ NIS~~"= /'-0" o o ~ ~E Q)Q. 0>'0 ~~ II> ~ ~@ ~8 ~C"l -go ~~ ~Q II) .. ('I)c ~o 8-0 oQ) C"l:::: /0 0..: a:: g \RYWAlL PAINT ~ ~ I L o / / ~ "'----l -'-" [--1 I I I I " I i I I , _",_~I L --.-.._------_.----- C- )> :z M .... Nt. c::. Q U'l ~-, ;1 -~~' ~; ('..'. r')~' ,-,. .......,- r"~i "'-...'1 . '''11 i I @='....'J _.~.._~. ,.~ . ",' ,._."....~. ." 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CHANCEY & ASSOCIATES ARCHITECTS P A A A A A A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 THIRD-SIXTH FLOOR 02003 THESE PlANS ARE COPYRIGHlED AND ARf SUIlJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WOR~ UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1?90 AND KNOWN AS ARCHITECTURAL WOR..s COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUllS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT ANO COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. \-ITTIJ ,. SEE INTERIOR SPECIFICA TlON (-- ITJIJ TYPICAL "--'-1 I I I -, CUSTOM CORBEL SEE ~ .[ 1> ---ffiI[] I ---ffiII] I I I - I ~I I 1 ! I I I I , i I I I I I I , ~ ~ ':.0 I a, c ~. l o o \ / / o o 00 " o ~/ " ~ o / 5'-6" .~ o ~/ ~.J 2 -6 o MA:~[E/~" =~6 T~N PLOT~O AT 24 X 36 BATH SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 OPEN SHELF /' / \\ /' '\ /~ , / \ / \ / . , / \\ ,/ \'" / \ i' ' =c= =- == -y ~-:===== , ===.0 "~- == :==-.-: -= =. .., - = = =' '\ -- "II , / \ I '. "- / \ '\ \~ ,~ ~/ ] ~/ ,] ~,. ~ ~ = = = = = = = = / r /~ ~' / /~ '~ 'U "\ / ~ ' "'\ / '. " / / , //' ''. "\ / " " / ~ , / " , '-.. , / .... " / " / / / r / " / - _.-- == =c; -- - , -'. - - .. \~ ~/ n 00 00 . - - - - WASHER DRYER -- -:;; - - - - I \ I ! \ : I \ i ! I '00 I 00 Co I J I I L_ ------{N]IJ \.,-illTIQJ LAUNDRY LAUNDRY SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 SCALE.' 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 BPRC Submital: 03540 l ! Date Plotted: January 10, 2005 __.^..__~___~__~._.___...__.._.,._..____. _.._.._._..__u... ______. Date Issued: January 10, 2005 CONSTRUCTION DOCUMENTS .a...egideq ,.- ('<-'.4 CI \' 'I'! "':1$- ~ f~,.,..., V,i,.,..,i, ..,."' ? '<"'I ft~' (::; )-,~"."~--, , · ,." <<52')-". " _' :.F'-''',n.,,-:6, rerc/ tf..._7 r.e"kjr~7~ Revisions: _, ...., _ ___ ,,__ ____,__n_u d__,_____n A-423 I I PROJECT NO. 03540 I L_,_____ __,._____,_,__'___ -..,-, ..J Cl ~ - , - ~ / - e ~ => U / '" Cl e .~ Cl """ 8 /E 8,~ 0('1 '" .. "''''''' ~@ ~8 ~C\l u- .!; ~ ~e o=> """...... Lt') .. Me ~O ~~ /0 c.::a: XREFS: A.JP3 A...Units-2 A_FPl A...Units-3 LFum-2 LFum-3 mB A...A'2 A...FP-Pe-l A...Rnishlegend A...Dims A...FP-Symb S_CoI-2 S_CoI-3-6 UNIT FINISH SCHEDULE UNIT H WALLS CEILING ROOM NO ROOM NAME FLOOR BASE N S E W TRIM MATL HEIGHT FINISH NOTES Hl0l FOYER T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 Hl02 BALCONY T Hl03 BEDROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 Hl04 MECHANICAL T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 Hl05 WALK IN CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 Hl06 BATH T CT PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 1,4 & 7 Hl07 HALLWAY T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 Hl08 BEDROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 Hl09 BATHROOM T CT PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 1,4 & 7 Hll0 CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 H 111 CLOSET T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 Hl12 LAUNDRY T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 & 7 Hl13 KITCHEN T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 Hl14 LIVING/DINING ROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 Hl15 MASTER BATH T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 & 7 Hl16 TOILET T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 & 7 Hl17 WALK IN CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 Hl18 MASTER BEDROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 Hl19 BALCONY T ~I I SPECIFICATION KEY CPT CARPET VCT VINYL COMPOSITION TILE WD WOOD PT PAINT VB VINYL BASE WC WALLCOVERING T TILE ST STAIN TA TOILET ACCESSORIES EQ APPLIANCE GL GLAZING S STONE ACT ACOUSTICAL CEILING TILE PS PRE CAST STONE SI SPECIALTY ITEM NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. GENERAL NOTE PX' FOR PARTITION TYPES SEE SHEET @ A-521 ~ I"H rs=IT3l ' TOILET ACCESORIES NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. ITEM R ITEM MOUNTING HEIGHT A.F.F. ITA-11 TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT ITA-zl 18" TOWEL BAR .c----:&. 54" TO TOP OF UNIT ITA-31 24" TOWEL BAR .L .L 54" TO TOP OF UNIT ITA-41 30" TOWEL BAR ... ... 54" TO TOP OF UNIT ITA-51 TOWEL RING ...... 59" TO TOP OF UNIT ITA-61 NOT USED ITA-71 SHOWER CURTAIN ROD - 6'-6" TO CENTER OF ROD ITA-81 NOT USED ITA-91 SOAP DISH D 44" TO UNDERSIDE OF SOAP DISPENSER ITA-1~ MIRROR ~ MIRROR ~A-1 D~ MIRROR ITA-111 DOUBLE TOWEL BAR .I. .I. 54" TO TOP OF UNIT ITA-1ZI GLASS SHELF I I 54" TO TOP OF UNIT ITA-131 RESIN TOWEL BAR .L .L 54" TO TOP OF UNIT fTA=15I SURFACE MOUNTED SOAP DISP. ITA=i6I TOILET TISSUE CABINET ITA=17I PAPER TOWEL/WASTE fTA=18I SANITARY NAPKIN DISP. fTA=191 42"GRAB BAR rTA=2OI 36" GRAB BAR ITA=22I SOAP /SHAMPOO DISPENSER 12 PER SHOWER HEAD FINISH NOTES 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & BATHROOMS ..J I '-' '-' I I I IN~ r DOOR NOTES 1 PROVIDE CLOSERS AT COMMON AREA DOORS. 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 5 REFER TO SPECS FOR DOOR GLAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS. 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS. 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" OF DOORS. 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL ''WALL, EDGE ZONE" IN REMARKS ALL OTHER DOORS ''WALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR LEGEND DOOR & FRAME WD WOOD HM HOLLOW METAL AL ALUMINUM GLAZING A IMPACT RESISTANT GLASS B FIRE RATED C CLEARED GLASS D TEMPERED GLASS ~~~ ~- ~ J I I I UNIT DOOR SCHEDULE ~~ ~IZ...E. - - - --v-- __ 1-o.R9..?.--R m~~E LABEL GLAZE - ...........- [].I;..1 A II ..- ........... HDWR M REMARKS TYP~ HEAD JAMB v IV" ::'1 v V"'VV 'v 'V v "'" r--... ..--.. "v' -..n :-t.. ( H101 3' -0" x 8'-0" 1-3/4" G HM3 20min ~ 3/A-501 1/A-501 2/A-501 16 SEE SPECS ./\. ..... 1R' :.4.:' ~ R~_-I"\~ 1.7<:.3 " ^ M.A....-.^ AL '^- ,^-N~ ~ ~, -vV A.r: "'I<> /'...... /'Q., ~~~^ -",-1 ~ n I'IJ'L '0-..: _ _~ -, ...."'4- --', --- ~ ..,... Hl03 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/ A-525 2/A-525 21 Hl03A 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 Hl04 2'-3" x 8' -O"(PAIR) 1-3/8" B WD NR NA 3/A-525 1/ A-525 2/A-525 20 Hl05 2' -10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/ A-525 2/A-525 23 Hl06 2'-10" x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/ A-525 2/A-525 21 Hl08 2'-10" x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 Hl08A 7'-4" x 8'-0" 1-3/4" H AL NR 9/A-501 1,4,7/A-501 8/A-501 11 Hl09 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 Hll0 2'-10" x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23 H 111 2'-10" x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23 Hl12 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23 Hl14 14'-0" x 8'-0" 1 -3/4" K AL NR 9/A-501 7,10,ll/A-501 8/A-501 11 H115 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 Hl16 2'-10" x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21 Hl17 2'-10" x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/ A-525 2/A-525 23 Hl18 2'-0" x 8'-0" (PAIR) 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 24 H118A 9'-4" x 8'-0" 1-3/4" J AL NR 9/A-501 7,10,12/A-501 8/A-501 11 NOTE: FOR DOOR TYPES, SEE SHEET A-441 TYPICAL UNIT DOORS ALL FLOOR LEVELS ~ @)- L1VING1DINING ROOM 0EillJ ~ lYPlrA INTERIOR ~ WALL STYLE UNLESS OTHERWISE NOTED III I I 1M I~ I 1f..,~X /"'v/,,~ I ~ " /"x" / " I . :~---@ ~ I " ~f!J ) ~7~ l~ 'l~ ~~ ~v~J ,"" X Co. .."''>:: ....................... .................................... ~XAX~ ~,XXX~ X t-5Vz" l ""~A" ,.. 7l t-5Vz" i' :x '1 VAV ~ ~ [>< BALCON'. IX I H-102 I 8: ... c.o H1D i ~x 1- : X ~ IX " IX IX X IX IX IX X X ~Xl- - ..... .... 5 lX [X ~ [X ~ [/\'\.--: ~ 7' 712" @ ~ LAUNDRY I~ t- !Eill T.-~~~~ D~4~ ~~ ~~- ~ "'l_~""- I H-fMYY ~ -kED IOF;'i;:h1CQ4H ,~~In = " V' f1.!!:!..J "" ~~X// TA':3fLjQ - CLOSET _ I T ~-=v - L!:!=.illJ ~ e ;~'~.8 ~m ~ IH-1071 '\!:.!:./ I I I I I I 13'-7" v' ~ x .,~.~~~~ '--- > ( ( > ~ ( ( ( ~@ @)- f- - WlC. =jl Ul I H-105 1 II 1- 6' II II II I- ~~ t- f-- - COt- ot- ~ ,/>/ - l-o (' o g CD l "1 " I 29' g}2" ~ 0) 1- q -l'>- I' -l'>- = 8 r~->7 xxx>l-> -l'>-. X>' X ,- --'~ 4'-11)2" BALCONY I H-119 I -l'>-. ~ < ) < 12' 2" ~ N , - ~ " ~~ (CIJ 2' -~" I I I I 8' 3" KITCHEN []3ITJ I I 01 [~ I I ~~ -l'>-_ , ~ I ~ " ~ N ~8 c.o 1- ~ rn ~ (jg ~ f1.~VI i --/ ~,I" J U N 2 1 2005 ~ ,~ I DEVELOPMENT SERVICES ou-n I CITY OF ClEA~~~~~ ~ 1YPIrA E CTERIOR 1-. ~ ~ WALL STYl UNLESS IX ~ OTHERWISE NOTED [X -l'>- X X) X X X X)< /'" - . 7' - 2>2" I, '1 / \ \ .... ' ~ ',[ x X X X X IX -'i V-!, I q BEDROOM I H-103 I e0~~ II "l1iT FOYER 08QI] ~10 ;: ~ ~ 0) ,- ~~ ~ -l'>- 1- -l'>- " I -.J I Ll ~- I 3' N I-=-- ~ = -l'>- , - co " -l'>- 1- '100 --0 6TH LEVEL ONLY ...~- ENLARGED FLOOR OLAN - UNI H \ ( j.... , L_ I ) / 11'-eJ2" 11'-~" ~2. 13 10 - 'A-427 @ 72'-~" I III I III I I I I I "I II = [I nO ~TA.J.. I U '~Q 1m A E ;;;;; -~J I ~g ~ @:: ,I!"L~ 0) _1/0 2 / ;r: W.l.C. CH:TIQJ I I rr-- I 1/ I I U ,~ If A-lOb m. ~ @> ITA-51 ~427 MASTER BA THROO~ I1f.:TI'5l 8' 012 13'-312" W.l.C. [}EJJI] - -- 1 1\- 0' l' SCALE: 1/4" = 1'-0" WHE~ PLOTTED AT 24 X 36 , = BEDROOM I H-10B I II Ir \; 0'> h ~ co ,- N " 4'-9" I 8' 4' "I 1 ~ N 1- ~ ~ 00 ~8 061H ~ LEVEL ONLY~ .', ..........'1 (~ I J...I.JJ O. - L, MASTER BEDROOM !k:!ill - _J -....J I- ~ , ex ~ "'>< > xXX >< I. '1 5'-6" 3' 7" II 5'-9" ~ // \ II ~L~ t- -ITAm1 I J V-J_ '~mu 0~ ===::. " P4 ~ ~~~) I~~~ ITA-5 I -@~-l'>- 1- c.o " ,E~ ., 1.1'-5" '1 r. X' I-^ 2'-10" 'x ~ >< o:r-X )\ ~ ~~ X J~ ..t I/X TA-5 I'x .~ I .1>< X X.x 2' - 2>2" l 3' l 2' -eJ2" l 00'1 o 6TH- LEVEL ONLY Keyplan A A A A A SECOND FLOOR '1ITA-4 I X bJ hJ 4'-2" 8' WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 02003 THESE PLANS ARE CQPYRIGHlEO AND ARE SUIlJECT TO COPYRIGHT PROlEC1l0N AS AND "ARCHITECTURAl WORI(" UNDER SECTION 1 02 OF THE COPYRIGHT ACT. 17USO. AS AMENDID llECfMBER. 11'90 AND I(N()WN AS ARCHITECTURAL WORKS COPYRIGHT PROTECnON ACT OF 11'90 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOsmON Of SPACES AND ELEMENTS OF THE DESIGN. ~~.~~ PROJECT NO. 03540 )< 2'-10" X v X ....- ..vx// --'k- 4'-2" hJ ~sideq '~.".., .~~ fII.' tl\ S".,.. ~ fit. BPRC Submital: Date Plotted: June 20, 2005 Date Issued: January 10, 2005 Revisions: fA BUILDING DEPARTMENT COMMENTS JUNE 20. 2005 A-424 03540 CONSTRUCTION DOCUMENTS ~ ~ ~ I ~ <( / C ~ J U / en Ol e .~ ~ CI ~ ~E (J)Q. Olcg 0.. enN en~ ~@ ~8 ~N '0- eO ~~ ~~ 8e /0 82 ~o li:~ XREFS: A.J~>3 A....Units-2 A_FPl A_Units-3 LFurn-2 LFum-3 ffiB A....FP2 A....FP-PEN A....RnishLegend A....Dims A_FP-Symb S_Col,2 S_Col-3-6 UNIT FINISH SCHEDULE UNIT H WALLS CEILING ----- ROOM NO ROOM NAME FLOOR BASE N S E W TRIM MATL HEIGHT FINISH NOTES H101 FOYER T WD PTl PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 1----, u_ "------ ------- H102 BALCONY T -- I--~, -- -- H103 BEDROOM CPT WD PTl PTl PT1 PTl PT2 PT2 NOTE 3 NOTE 4 -- f-- "---- H104 MECHANICAL T WD PTl PTl PT1 PTl PT2 PT2 NOTE 3 NOTE 4 "~"---, ,-- --j-- -----~ H105 ~ALK IN CLOSET __~I C",- WD PTl PTl PTl ~,PTl PT2 PT2 NOTE 3 NOTE 4 ----,-- -...._-- H106 BATH T CT PTl PTl PTl PT1 PT2 PT2 NOTE 3 NOTE 1,4 & 7 ----- -.--- ~--- - .._~ H107 HALLWAY T WD PTl PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 -- ---- -.. --~-- H108 BEDROOM CPT WD PTl PTl PTl PT1 PT2 PT2 NOTE 3 NOTE 4 ----- -,~ -- i---, , H109 BATHROOM T CT PTl PTl PTl PT1 PT2 PT2 NOTE 3 NOTE 1,4 & 7 ---- -- H110 CLOSET CPT WD PTl PTl PTl PTl I PT2 PT2 NOTE 3 NOTE 4 -- H 111 CLOSET T WD PTl PTl PTl PT1 PT2 PT2 NOTE 3 NOTE 4 -~- --, ----- H112 LAUNDRY T WD PTl PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 & 7 ,----, _u -- H113 KITCHEN T WD PTl PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 ----- H114 LIVING/DINING ROOM CPT WD PTl PTl PTl PT1 PT2 PT2 NOTE 3 NOTE 4 -- H115 MASTER BATH _,T WD PTl PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 & 7 -- H116 TOI LET T WD PTl PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 & 7 --~- H117 WALK IN CLOSET CPT WD PTl PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 '-- j--,-- ----,- H118 MASTER BEDROOM CPT WD PTl PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 1--- "-- '-,-- H119 BALCONY _T -- '....-----,-..- ,-- -, --'--_.._-- -- --------_.- -,- ---- ------ <.N I- ~ . ~0 -l>-_ SPECIFICATION KEY CPT CARPET _.~--,_.._-------- .._---,- VCT VINYL COMPOSITION TILE ----_.._-~- ,- WD WOOD _.~-_.,_.~_._~~-_.- PT PAINT ---- -- VB VINYL BASE ._-----_.._..~- WC WALLCOVERING .----------.------ ,- T TILE 1---- ~- --_.~---_.,'~--------- ST STAIN ..---- --~._-_._- TA TOILET ACCESSORIES _n --- EQ APPLIANCE --,-- GL GLAZING --~-~--_. ...------- S STONE -~-----_.,----_. ---- ACT ACOUSTICAL CEILING TILE -- PS PRE CAST STONE n_ SI SPECIALTY ITEM NOTE: SEE SPECIFICATIONS FOR I NST ALLA TION INSTRUCTIONS & FINISH INFORMATION. GENERAL NOTE PX' FOR PARTITION TYPES SEE SHEET @ A-521 12'-2" W1C.~ I H-l0sl II 6' N I- ~ ~ I q BEDROOM I H-l03 I -....1--.. 1- ~ 10 FOYER IJB]}J 11' -812" 11' -:J2" L, Keyplan I . BEDROOM I H-1Da I BALCON IH-l021 Q lO~ I- ~ . N I- ~ .----....--..---1 A A A A A . ----_ J SECOND FLOOR TOILET ACCESORIES NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. ITEM ~ ITEM MOUNTING HEIGHT A.F.F. ITA-1 I TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT ITA-zl 18" TOWEL BAR ~ 54" TO TOP OF UNIT -- , ITA-31 24" TOWEL BAR .&. .&. 54" TO TOP OF UNIT ITA-41 30" TOWEL BAR .&. . 54" TO TOP OF UNIT ITA-51 TOWEL RING ..II.. 59" TO TOP OF UNIT ITA-51 NOT USED ---. ITA-71 SHOWER CURTAIN ROD - 6'-6" TO CENTER OF ROD _._--~ -- ITA-al NOT USED f-= ITA-91 SOAP DISH Cl 44" TO UNDERSIDE OF SOAP I-~.. .~.- DISPENSER I TA-lOl MIRROR -~ MIRROR f-=-- ~A-10~ MIRROR [i8] DOUBLE TOWEL BAR ~ ~ 54" TO TOP OF UNIT ITA-1ZI GLASS SHELF I I 54" TO TOP OF UNIT -, ITA-131 RESIN TOWEL BAR .&. .&. 54" TO TOP OF UNIT ..!TA-15L SURFACE MOUNTED SOAP DISP. ITA=16I TOILET TISSUE CABINET fTA=1n PAPER TOWEL/WASTE ~ SANITARY NAPKIN DISP. _ fTA=19I 42"GRAB BAR ITA=2OI 36" GRAB BAR IrA=22I SOAP /SHAMPOO nlSPENSFR ? PFR SHOWFR HFAn FINISH NOTES 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & BATHROOMS "'i 72' -,V2" uW -l>-_ I N. 13'-,V2" -~-~ W.l.C. ~ / / // ~- ~ lTA~:~ [TA' I ~427 MASTER BA THROO ~ 8'-0 o TA-10b ~-~4- -----~~..--------- ,/ /~-------, ---------...' ~ /-;>~~ --------", ' TA- 0- " ' " ~'-----:=::::::::----/ ---....~---------=-~ N 1- ~- DOOR NOTES 1 PROVIDE CLOSERS AT COMMON AREA DOORS. 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 5 REFER TO SPECS FOR DOOR GLAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS. 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS. 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" OF DOORS. 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR LEGEND DOOR & FRAME WD WOOD HM HOLLOW METAL AL GLAZING A B C D ALUMINUM IMPACT RESISTANT GLASS FIRE RATED CLEARED GLASS TEMPERED GLASS .__L__ 29'-~" CT> 1- ~ . ~ 1- -l>- . -1 OJ 1 - N. 1 I o MASTER BEDROOM [Bill ITA-~ -l>- I- 8' k0~ WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2003 THESE PLANS ARE COPYRIGHlED AND ARE SUBJECT TO COPYRIGHT PllOlECTION AS AND "ARCHITECTURAL WOIll(" UNDER SecTION 1 02 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND ItNOWN AS ARCHllECTURAl WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL fORM AS WELL AS THE ARRANGEMENT "'-NO COMPOsmON Of SPACES AND ELEMENTS Of THE DESIGN. J (co) ------- 03540 UNIT DOOR SCHEDULE DO R H101 H102 H103 H103A H104 H105 H106 H108 H108A H109 H110 H 111 H112 H114 H115 H116 H117 H118 H118A DOOR TYPE _ 1 ::-~/ 4~' G 1-3/4" M ---- -~ - 1-3/8" B 1 -3/8" B -~- -- -- --- 1 -3/8" B - -- -- ~-- ~:=;~: : ::=~:- - .. ~=.~~: 2'-10" x 8'-0" 1=~!~ B__ 7'-4" x 8'-0" 1-3/4" H 1 =3!8,j- B ------..----.- 1-3/8" B --'--"'---~-'---' -~- 1 -3/8" B --------...---- 1-3/8" ------------ 1-3/4" 1-3/8" 1 -3/8" 1-3/ " 78" B 1-3/4" J SIZE 3' -0" x 8'-0" 6' -4" x 8'-0" 2'-10" x 8'-0" 2'-10" x 8'-0" 2' -3" x 8' -O"(PAIR) 2'-10" x 8'-0" 2'-10" x 8'-0" 2'-10" x 8'-0" 2'-10" x 8'-0" 14'-0" x 8'-0" 2'-10" x 8'-0" 2'-10" x 8'-0" 2'-10" x 8'-0" 2' -0" x 8'-0" 9' -4" x 8'-0" ,i--,......,--- ---, ~---- -..----.......--.. --- FOR DOOR TYPES, SEE SHEET A-601 TYPICAL UNIT DOORS ALL FLOOR LEVELS FRAME TYPE HM3 AL WD WD WD WD WD WD AL WD WD WD WD AL LABEL ~~tE --..,"'-..-~ '--1-----___'____..______...,____ ~~R I -~~:=:~: +~~;=~~~10~=;~;- :~ SEE - "__n, '_nu ,,--, ""1---,..,------'-' ,--ut-',-- __u_'...._..,___,,_ ~;---~;:=:~;-1- ~~:=;~;--'--j-';):=-:;;-' ~~ -- ----", '--'T'------..-~--....----" '____..u...._..~_ - : -~5~=:~;1-0:=;~;-j_t~=}~:- - ~~ N~ _;;~-52~l1./A~5i5=J.2LA---~2~- NA ~;:=:~;1~:~7~:Z~. a/A-5o~ ..,~-" ',..'1--,.. ------- ----,,-,-, _n_..,__ 3/A-525 -525 2/A-525 ---_.~--_._-,---- --~---_..~- _.----_._---------_.__._,~---- -- 3/ I 1/A-525 2/A-525 23 .. ,- r..-'--'---.---..-'_....-'--,..,-....--_.. NA /A-525! 1/A-525 2/A-525 I 23 ..- - - r-'--'-----------..------t A 3/A-525 I 1/A-525 2/A-525 123 NA - 151~~;J7'1;:~~~=5f~:~:~~I~; : ~~~:~+;~~~:---j..;~:=~}];:. NA 311.=5251 11 A-525-- 2/";'='52524 .9/A-501. f.10.1YA~5(11 (- alA::.501-'- 11 _m - - - r-- ---- --- _u ) --- --- - ~..-- +-------- -- - - -~ -- ---- ________n________'._"__n____ I NR NR NR NR NR NR NR NR NR NR NR NR NR i 1-' L1V1NGLDINING ROOM I H-l14 I 13'-7" (,//~ \// Y "~' CT> I" q 8 lYPlCAL INTERIOR WAll Sl't1..E UNLESS 01lJERWISE NOTED 3' +~~-=i3-Yz"-J-~~ 7'-212" ----J- 00 00 --cHiTH---- ---~ ---o6ftt------ - ----,~ -, ---_,_____, __ LEVEL ONLY LEVEL ONLY -1 4'-1112" N I- Q q~ ~ I -I>;, ~ ~"-----'-'---,~, -l>- 1- -l>-. I -I>;, BALCONY DBill ~-- ENLARGED FLOOR 1'\.- 0' l' 4' I 8' .'-"------_.._----- -- -_.~~- -- --------._----... -----1 I I I I .d..eSidel) I -,..- ('>('4 I ~ \" '. \S> . ; ifl.~-'" a ! '~/'f I '. . I (.~K.:Uu", ;;/ ~;;"Jr!.?"~ [ ~--_~~OJ~T ~O_ o~~- --~j r I I I I I I ! 1- REMARKS SPECS NA NA I' <5_ I (.N ~-,~::... I" I . 0:: I _'____n__ i' (J" ) ',---._~ LAN - UNI SCALD 1/4" = 1'-0" WHE~ PLOTTED AT 24 X 36 (~) '!~,,~: " ~ uuJ -I I I BPRC Submital: Date Plotted: January 10, 2005 _.-.-_--------~-_._--_._---_._----------_..- .. - - ------,-- - Date Issued: January 10, 2005 Revisions: XREFS: A..A'3 A..Unlts-2 A_A'l A..Unlts-3 LFum-2 LFum-3 mB A..FP2 A..A'-Pel A..RnlshL A..Dims A_FP-Symb S_ Co!-2 S_CoI-3-6 ~ 'Q ~ ~ I ~ ~ -< ~ e ~ ::> U / on 0) e .~ C ~ 8 /E Q)o. g>~ on .. on~ ~@ ~8 ~"" '0. .!: ~ ~e ~~ ll') .. Me 9-0 8~ ""::: /0 a.:iL: UNIT FINISH SCHEDULE UNIT H WALLS CEILING ,agE ~OOM NO ROOM NAME FLOOR BASE N S E W TRIM MATL HEIGHT FINISH NOTES H101 FOYER T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 H102 BALCONY T H103 BEDROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 H104 MECHANICAL T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 H105 WALK IN CLOSET CPT WD PT1 PT1 PTl PTl PT2 PT2 NOTE 3 NOTE 4 H106 BATH T CT PT1 PT1 PTl PTl PT2 PT2 NOTE 3 NOTE 1,4 & 7 H107 HALLWAY T WD PT1 PTl PTl PT1 PT2 PT2 NOTE 3 NOTE 4 H108 BEDROOM CPT WD PTl PTl PTl PTl PT2 PT2 NOTE 3 NOTE 4 H109 BATHROOM T CT PT1 PT1 PTl PTl PT2 PT2 NOTE 3 NOTE 1,4 & 7 H110 CLOSET CPT WD PTl PT1 PTl PTl PT2 PT2 NOTE 3 NOTE 4 H111 CLOSET T WD PTl PT1 PTl PTl PT2 PT2 NOTE 3 NOTE 4 H112 LAUNDRY T WD PT1 PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 & 7 H113 KITCHEN T WD PT1 PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 H114 L1VI NG /DI NI NG ROOM CPT WD PT1 PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 H115 MASTER BATH T WD PT1 PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 & 7 H116 TOILET T WD PT1 PT1 PTl PTl PT2 PT2 NOTE 3 NOTE 4 & 7 H117 WALK IN CLOSET CPT WD PT1 PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 H118 MASTER BEDROOM CPT WD PT1 PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 H119 BALCONY T '/':11 ! SPECIFICATION KEY CPT CARPET VCT VINYL COMPOSITION TILE WD WOOD PT PAINT VB VINYL BASE WC WALLCOVERING T TILE ST STAIN TA TOILET ACCESSORIES EQ APPLIANCE GL GLAZING S STONE ACT ACOUSTICAL CEILING TILE PS PRE CAST STONE SI SPECIALTY ITEM NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. GENERAL NOTE PX' FOR PARTITION TYPES SEE SHEET @ A-521 .!:::!../ I . 1-1 [[JTI] II , TOILET ACCESORIES NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. ITEM # ITEM MOUNTING HEIGHT A.F.F. ITA-ll TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT ITA-21 18" TOWEL BAR .a;-----a. 54" TO TOP OF UNIT ITA-31 24" TOWEL BAR . ... 54" TO TOP OF UNIT ITA-~ I 30" TOWEL BAR ... ... 54" TO TOP OF UNIT ITA-51 TOWEL RING -- 59" TO TOP OF UNIT ITA-51 NOT USED ITA-71 SHOWER CURTAIN ROD - 6'-6" TO CENTER OF ROD ITA-a I NOT USED ITA-91 SOAP DISH CJ 44" TO UNDERSIDE OF SOAP DISPENSER ITA-l~ MIRROR ~ MIRROR ~A-l0~ MIRROR ITfTIl DOUBLE TOWEL BAR .L .L 54" TO TOP OF UNIT ITA-l21 GLASS SHELF I I 54" TO TOP OF UNIT ITA-l~ RESIN TOWEL BAR . . 54" TO TOP OF UNIT ITA=15I SURFACE MOUNTED SOAP DISP. fTA=16l TOILET TISSUE CABINET ITA=17I PAPER TOWEL/WASTE l'I .1'1 I IN~ I' DOOR NOTES UNIT DOOR SCHEDULE 1 PROVIDE CLOSERS AT COMMON AREA DOORS. ~ v~~v- v---- - - / DOOR FRAM E LAJ!EL G~[E LJI:.I AILS HDWR A REMARKS ~,~~ TYP !::WAD .IAlAR THRFS ~ REFER TO SPECIFICATIONS FOR HARDWARE SCHEDUL( f../ 1"vrn<"A": '1:7' "V' "V' v--- (\ 3/A-501 ~ 'V 'V 'V ~EE SPECS 2 H101 3'-0" x 8'-0" 1-3/4" G HM3 20min 1/A-501 2/ A-50 1 16 1\ ltJJo~ 6'-4" x 8'-0" 1A:3t.4" ~Mr-... .AL .A. A.NR ~ 1/,. C^" .. I,. hC^"", ./\..") /.#0 C'r\'" ^ '^H^-- / 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS ^ ^ ^ ./'... ^ /' 'j' ~~ , - .- -/ . -~- ....... REQUIRED. -~ H103 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/ A-525 21 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. H103A 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/ A-525 21 5 REFER TO SPECS FOR DOOR GLAZING. H104 2' -3" x 8' -O"(PAIR) 1-3/8" B WD NR NA 3/A-525 1/A-525 2/ A-525 20 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL H105 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/ A-525 23 BE GALVANIZED. H106 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/ A-525 21 7 DOORS SHALL MEET LOCAL WIND SPEED H108 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/ A-525 21 REQUIREMENTS. H108A 7'-4" x 8'-0" 1-3/4" H AL NR 9/A-501 1,4,7/A-501 8/A-501 11 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON H109 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525, 1/A-525 2/A-525 21 AREA DOORS. H110 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS. 2'-10" x 8'-0" 1-3/8" B WD 3/A-525 1/A-525 2/A-525 23 H111 NR NA 10 PROVIDE SAFElY GLAZING IN DOORS AND WITHIN 24" H112 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/ A-525 2/A-525 23 OF DOORS. H114 14'-0" x 8'-0" 1-3/4" K AL NR 9/A-501 7,10,11/A-501 8/A-501 11 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN H115 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/ A-525 2/A-525 21 REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE" H116 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/ A-525 2/A-525 21 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR H117 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/ A-525 2/A-525 23 LOCATION H118 2'-0" x 8'-0" (PAIR) 1-3/8" B WD NR NA 3/A-525 1/ A-525 2/A-525 24 DOOR LEGEND H118A 9'-4" x 8'-0" 1-3/4" J AL NR 9/A-501 7,10,12/A-501 8/A-501 11 DOOR & FRAME WD WOOD HM HOLLOW METAL AL ALUMINUM NOTE: FOR DOOR TYPES, SEE SHEET A-441 TYPICAL UNIT DOORS ALL FLOOR LEVELS \....,) r- '-.....J I ~ I 1M ~ ',<: -X p" ~ / "I~ t "..0 , 'I ..::..' ,/"'-,/' ""-./ ""-._.~ 1 1'1):'-' ~~ ~ . @)-- x ^ ~~ ~" ----' o. ~ .b o . -- ~ ..,' " - l .. ': I :.1' ~ !'-., ) ~ ~ " ----@ I!fJ fP@, if OTt;?r~,~",,~' WI JU", -..;;;. Iii I , IV 2 ! ? t ! /1/' D€t;;~J (..'005 / ,/;" -"OP. ' / /1' C,'}'., 'MEt> ,.)- I '-' ,I -....-...:::.',.~ "I ('or:- i.;, ~ o~ , "<':'''''11 . ~ I -..~ C, i::' lCrS / '~".-,'::,:,AI1(1i . 0.::,' 0" '-., ,.4-,-,... 'f..P-r -<c:..t:t " --.,--",_, I N 1 - o . - ..!... . - N 1 - ~ o . ~ ~ ~ 1 . - I ~ 1 ~ q I - SECOND FLOOR UNIT H ~ )> IT/'-9 I = _ _ t@'1 "'",,/ L~ c 0 ;::= o ~ 7' 7)2" @ 2' ,~" = LAUNDRY ~ f-- rn=:DTI TiKl~~~ ~ D027 _, ~_ ~ '-- - A-4'lOo ~ ~~ "~ r...." '-I' ,,," ~~ '-- &-,( ,I~' ,,_ "',, '- I H-UO.6"Y /~ .. ~ ~~I(1 t Q^ ~ In~ k~~T~D f-- CLOSET_ ~( ~ N. I\...Y IT~-Q f-- lli:lliJ ~~~ 8 '? ~427 ~ I H-l07 I \!:.V 1 ....... < ~fjY) ~ i~SJ ~ --.X N_ ~ ~,....,""',..," ....I.X I\.. x'X X ~w,wW,^'JK,X X X " ~ 2'-~" I. ~''''-~:A: w,m7l 2'-~" ,x Q ~ V8V X BALCON' " -x I H-l021 Q~, tO~; X 1- '. X ~ X · X X X X X lX X X vv~vv - SANITARY NAPKIN DISP. 42"GRAB BAR 36" GRAB BAR SOAP SHAMPOO DISPENSER FINISH NOTES lX lX lX P;><: V< 1- ~ ~ ) ) <) U1-@1 ~ < ) < P R SHOWER HEAD 12' 2" 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & BATHROOMS BEDROOM I H-l03 I lX lX lX lX lX IV -l'>-_ < \ ( 5 FOYER I H-l011 11'-~" t-- ,. , I Keyplan II I I I I I I I 'I I I I = II ~nO ~~IIU r~ W,I ~ '-- lol..l\ 11-I1Jr1I1H 1" I &9 C ~ ~ . ~@- :" i ~427~ II ~ (P4) 1 >>' @>- - - YilC.~ (J1 IH-l05111 1- 6' ~II ~~ (w I- N 1- ~ . C,...l 1- q ~~ 10 I 1 ) / 11' - Y2" 1 . BEDROOM I H-l081 ~ N 1- ~ ~ . ....... 1- -l'>-. I I>< ~ ")< )< :><::XX I. ~ ,8 o 6TH " LEVEL ONLY~ ..... 00 X- l 3' x: ll~" -i-1D" ;) 5'-6" () I. A A A A A SECOND FLOOR \..../ \..../ I I I 1 - -D.-C 08 () 8' 3" l ~ I I I I 1 . I I 0, o I I ~~ -l'>- 1 - I~ KITCHEN rn=TIIJ ~ p ~ O'l I~ ~-t ~ V, 8 ~2 13 10 - A-427 ~ -l>:. n'-Y2" I / - -- " I 13'-Y2" W.I.C, !:Bill I~ ~ 1/ - OJ W.I.C. I I H-l10 I I I 7" II o ~ --@~-l'>- 1- to . ITA-5 I t~ X ~X lX -'.-- >> ~ X., b0 X .1. 4'-2" 8' 4'-2" .1 I. WALTON H. CHANCEY & ASSOCIATES ARCHITECTS PA 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 2lXI3 THESE PlANS AIlE COPYRIGHlEO AND ARE S\IIIJECT TO COPYRIGHT PR01ECTION AS AND .ARCHrrECTURAl. WORK" UNDER SEC1ION , 02 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. I \>90 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECilON ACT OF I \>90 THE PROTECOON INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND elEMENTS OF THE DESIGN. , ,. 1 ~ . 1 29' 9>2" L1VINGLDINING ROOM [EffiJ O'l 1 ~ o. -l'>- 1 - -l'>- . 8 -l'>- 1- ~ . II OJ I ,- lL N. _~ I U.I .lf~ r;:::"\, TYPICAl. INTERIOR '\..:...:./ WALL STYLE UNLESS OTHERWISE NOTED I~- 1- xxx/l_ -l'>-. 1 1 111I 1 1 /\x/, X 1 ----' N. BALCONY IBIl 4'-11)2" 4'-9" 13'-7" . (~ .L..J..l.I - ~ N ~: 8 to 1- ~ MASTER BEDROOM IJEJ:ill lE~ " /P9"- TYPICAl.. E JERlOR X' ~ ~ WALL S1Yl UNLESS N OTHERWlSI NOTED X i ^ X X X X >I X X X X X /"'- - - 2'-~" 1 3' l 7'-#2" 0@ --i>> 6fH LEVEL ONLY .'" . ~ , ~)< -D~" I, 3' I. 00 C 6TH- LEVEL ONLY 1/ )< TA-5 X )< 2'-1 " -l'>- 1- OJ . [X IV Ix ~ ,- -. X x/ ~ ~ '--- CD I) ( o ~~ARGED ~LOOR PL 0' l' 4' 8' r-- .1 ....~- SCALE: 1/4" = 1'-0. WHEN PLOTTED AT 24 X 36 , ~ ., () dJ, "'eSide"l F ',~~ ~. t ~ ~'{'il ,,"< ~~~~ PROJECT NO. 03540 '" ,; 5 - - "V' 'V REV/SION 5 REV/SED RA DEPARTMENT OPENING PR _~ A. BPRC Submital: Date Plotted: June 20, 2005 Date Issued: January 10, 2005 Revisions: & BUILDING DEPARTMENT COMMENTS JUNE 20. 2005 03540 CONSTRUCTION DOCUMENTS A-425 XREFS: ~ff'3 ~Units-2 A_ff'1 ~Units-3 LFum-2 LFum-3 TTLB ~ff'2 ~FP-PEN ~RnishL ~Dims A_FP-Syrn S_Col-2 S_ Col-3-6 ~ 'Q - I ~ ~ c ~ :::> U / '" 0> C .~ o "It ~E Q)Q. 0>" o~ ",N "'- ~@ ~8 ~N '0- cO ~-;; ~Q U") .. Me ~O g-g N:: /0 ~a::: UNIT FINISH SCHEDULE UNIT H WALLS CEILING .egE ~OOM NO ROOM NAME FLOOR BASE N S E W TRIM MATL HEIGHT FINISH NOTES b H101 FOYER T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 - -- H102 BALCONY T -- H103 BEDROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 -~ H104 MECHANICAL T WD PT1 PT1 PT1 PT1 I PT2 PT2 NOTE 3 NOTE 4 , ~- ,..- H105 WALK IN CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 -- -- H106 BATH T CT PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 1,4 & 7 u, -~- H107 HALLWAY T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 1----------- PTW PT2 ..- H108 BEDROOM CPT WD PT1 PT1 PT1 PT2 NOTE 3 NOTE 4 -..---- H109 BATHROOM T CT PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 1,4 & 7 1--..,-, ..,~ H110 CLOS ET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 -- -' --- -- .. ,_..~ H 111 CLOSET T ____ WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 ~--- ..~- H112 LAUNDRY T WD PT1 PT1 PTl PTl PT2 PT2 NOTE 3 NOTE 4 & 7 -, ....,- H113 KITCHEN T WD PT1 PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 -----.. H114 LIVING/DINING ROOM CPT WD PT1 PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 c--~- --- -- H115 MASTER BATH T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 & 7 H116 TOILET T WD PT1 PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 & 7 ,~- H117 WALK IN CLOSET CP'!....... WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 H118 MASTER BEDROOM CPT WD PT1 PT1 PTl PT1 PT2 PT2 NOTE 3 NOTE 4 H119 BALCONY T -- --,- --' ------,- ~, --~~---- ..---- ,--- ~-,,- -- SANITARY NAPKIN DISP. 42"GRAB BAR 3 6" GRAB BAR ______ ___~ SOAP SHAMPOO DISPENSER 2 P R SHOWER HEAD FINISH NOTES 0.1, I ~ . 12'-2" 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & BATHROOMS ~-0 ~- 1 ~ FOYER 08QjJ 11' - st2" SPECIFICATION KEY CPT CARPET --~---~--~- VCT VINYL COMPOSITION TILE --,-----,-----,----- WD WOOD - -- PT PAINT ._~---_._- -, VB VINYL BASE -- WC WALLCOVERING -----------_._----~ T TILE '" --,----,_..,~-- ST STAIN ____-0_------ TA TOILET ACCESSORIES -----..- EQ APPLIANCE ..-- -- GL GLAZING ,- S STONE -.---------------.--- ACT ACOUSTICAL CEILING TILE _.._--_._~--~~---- PS PRE CAST STONE ----_._._---~_._.. -- SI SPECIALTY ITEM 1--, --~-~..- NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. GENERAL NOTE PX' FOR PARTITION TYPES SEE SHEET @ A-521 WlC, =jl I H-105 I II 6' ----- t-- ~ I- I'.,) 1- ~ . <--!. 1 q BEDROOM I H-l03 I 8 10 I . I'.,) I- ~ BALCON IH-l021 Q co~ 1- ~ . Keyplan -.J I- ~. L,..x, x, 1 00 @ 6TH LEVEL ONLY 5'-6" J ( () ) ..x_____/ l A A A A A SECOND FLOOR TOilET ACCESORIES NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. ITEM # ITEM MOUNTING HEIGHT A.F.F. ITA-11 TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT --, -- ITA-21 18" TOWEL BAR r---:&. 54" TO TOP OF UNIT ITA-31 24" TOWEL BAR .&. .&. 54" TO TOP OF UNIT ITA-41 -- 30" TOWEL BAR .. .&. 54" TO TOP OF UNIT --= ITA-51 TOWEL RING ..-. 59" TO TOP OF UNIT ITA-61 NOT USED -- - ITA-71 SHOWER CURTAIN ROD - 6'-6" TO CENTER OF ROD ITA-B I NOT USED ITA-91 SOAP DISH CJ 44" TO UNDERSIDE OF SOAP f--~'-- -, DISPENSER ITA-l 01 MIRROR ~ MIRROR ~A-10~ MIRROR -- ---, ITS] DOUBLE TOWEL BAR .L .L 54" TO TOP OF UNIT -,,=--. -- -, ITA-121 GLASS SHELF I I 54" TO TOP OF UNIT ~, ITA-l~ RESIN TOWEL BAR .. .. 54" TO TOP OF UNIT ~ SURFACE MOUNTED SOAP D I~.E.. C---' ITA=16I TOILET TISSUE CABINET !TA=17l PAPER TOWEL/WASTE '-.../ '-.../ N'" . 8' 3" KITCHEN [EIT] I ~ll L~ I 13'-;Y2" W.l.C. IJ8JI] 5'-9" ) A/ ~/ [IBJ ([) 00_ ~ P1A ITA--S'i ~427 MASTER BA THROO --- "13' -JPSl /~---==-~'x IITA-=41 /;-~---......---""""xx ........,,- (:' '" ~:.., '~'=~~'>~i ~ ~____________ ____/ ::I ------------------- ITA-S I TA-1 Db o /" )\ 4'-2" hcl- 8' DOOR NOTES 1 PROVIDE CLOSERS AT COMMON AREA DOORS. 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 5 REFER TO SPECS FOR DOOR GLAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS. 9 PROVIDE FIRE GlAZING AT RATED CONDITIONS. 10 PROVIDE SAFETY GlAZING IN DOORS AND WITHIN 24" OF DOORS. 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR lEGEND DOOR & FRAME WD HM AL WOOD HOLLOW METAL ALUMINUM 29' -g)2" 1 ~ L1VINGLDINING ROOM rn=JKI ~- I -I>- . 1 TYPICAl. INTERIOR WALL -SlYLE UNLESS OTHERWISE NOTED D:1. I ~ II I 13'-7" MASTER BEDROOM CEIT[] ~ 1- ~ ~ 3'J 0@ -@ 6fH-- LEVEL ONLY ~ 1- o WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORt:" Ui'lDER SEC110i'l 102 Of THE COPYRIGHT ACT. 17USO. AS AAlENDEO DECEMBER. I Pro AND ICNOWN AS ARCHITECTURAl WORJ;S COPYRIGHT PROTEC11ON ACT OF 1 Pro THE PROTECTION Ii'lCLUDES BUT IS i'lOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ElEMENTS Of THE DESIGN. UNIT DOOR SCHEDULE DO R H101 H102 H103 H103A H104 H105 H106 H108 H108A H109 H110 H 111 H112 H114 H115 H116 H117 H118 H118A NOTE: SIZE DOOR TYPE 1-3/4" G ---- ._--~.~- 1-3/4" M --- -- 1-3/8" B ----- ---. 1-3/8" B ______ _._.u__ 1-3/8" B 1-3/8" B 1-3/8f' B --- ,--~ 1-3/8" B --------- .__._~-- 1-3/4" H -------- --- 1-3/8" B ---- --~- 1-3/8" B -_._------- ------- 1-3/8" B 1 -3/8" B -------.-- .--.--.--- 1-3/4" K _.,--~ _._~._- 1-3/8" B ------- ---_.-~~ 1-3/8" B ---~..--- ---.-- 1-3/8" B ~-~~ - 1-3/8" B --- ---.-- 1-3/4" J 3' -0" x 8'-0" 6'-4" x 8'-0" 2'-10" x 8'-0" 2'-10" x 8'-0" 2' -3" x 8' -O"(PAIR) 2'-10" x 8'-0" 2'-10" x 8'-0" 2'-10" x 8'-0" 7' -4" X 8' -0" 2'-10" x 8'-0" 2'-10" x 8'-0" 2'-10" X 8'-0" 2'-10" x 8'-0" 14'-0" x 8'-0" 2'-10" x 8'-0" 2'-10" X 8'-0" 2'-10" x 8'-0" 2' -0" X 8'-0" (PAIR) 9'-4" X 8'-0" 0'> I- o. ~- 1 ~ . FRAME LABEL GLAZE TYPE TYPE HM3 NR AL NR WD NR NA WD NR NA WD NR NA WD NR NA WD NR NA WD NR NA AL NR WD NR NA WD NR NA WD NR NA WD NR NA AL NR WD NR ~--~ WD NR WD NR WD NR AL t -l I 8 ~~ BALCONY ~ I t -- I I rJ~ ( p ) , / ENLARGED FLOOR PLA1\J 4'-11/2" I'.,) ~: 8 co ,- ~. I'.,) I- ~ "----- ~J- 0' I' I 8' 4' HDWR ....,----~,--..--' r-'-..'--,....,---',....- SET I 3/A-501 I 1/A-501 2/A-501 19 SEE SPECS __~____._~__________ m______.___~__~____.".__ _n __._._______.____.____"._. -- -- .. - ...--.--------~----~-- ~~:~}i~-;5:=:~ 0:~;~~ H+ I n - - - - n --. . _~~~~_~~__JLA-~_~~=-::_, 2iA_-~2? _ [-2i li--- --~-~~-~~~==~ 3(~=_~_2~_.... ___1L~:_5_~~___ , _2LA.~5~~n~-20-- ______~_ ~ji;-~~t1-0.t:~:-=r~~~~j-~ii- - - -- _=-=---~ __.._~.._____..___n_.._._______~____ _ ._~___.__._._M_.n.________ 3/f\=_~l-_5 ,,__1f~-5~?,_______?/"'-=525__ ---?~ ,1.._.._... ,-",---,------------'- 3/A-525 1/A-525 2/A-525 23 _,_, " _'_ _ ___, ___ ..,__,___,,,_ ,_____..____ ....__ __,_,_ ~-... .J-- .. ,-- ,---",--- ,-,------...... 3/A-525 1/A-525 I 2/A-525 23! ~~i~~F~~~~~~OlJi:~5c25 . I~_ j -.-~=-~~ ~ :::Ei/~~=i~- ~~i~-~l---=~ - 9/A_~50~_ _J7,~~,~_~f~=?~_1 r_o/~~~01 - _J..! - f -- "..------ .. .__-_-I_~----u+ ~ n~_ t- tu_ ---~_~__ ! ',' I I i I I --tl'.,) I I. I~ , r---- -t~ I~. ~ po SECOND FLOOR UNIT H ;'1...esidel'} ~ C'~ 21 \'\~, Ie ~) ..t:; ," .,,, ~,,'" , r- ~~4i'"'' ~ "Idi' I ., ,.... I ~- .. ( .-;)/~/ , *' t.'f:)' .,.. -, I .. 7~/, /I-r.fi,,(':,~t"/ 'I!..:_~'h~kS"'-7-r' I , ,--~~.::--- ---I I PROJECT NO. 03540 i I SCALE: 1/4" ,. 0" WHEN PLOTTED AT 24 X 36 BPRC Submital: Date Plotted: January 10, 2005 __.._nn____.._..___________ __.."___n.. ____....___.____n______.._ _ ___.______._ .._._..________ Date Issued: January 10, 2005 Revisions: ..I REMARKS 1'.,). 1 o. I ~ 03540 CONSTRUCTION DOCUMENTS XREFS: A...FP3 A_Units-2 A,FPl A...Units-3 I_Fum-3 TTLB A...FP2 A_R>-PEN A...FP-Symb A...SP S_Col-2 S_Col-l S,Col-3-6 I_Fum-2 L_LS L I G H TI N G LEG END LOCATE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHER'MSE L-~4 [I] BATHROOM FAN BL-X EXTERIOR WALL MOUNTED FIXTURE L-X4 Q) JUNCTION BOX FOR FUTURE CEILING FAN OR LIGHT BV-X WALL MOUNTED LIGHT (VERIFY HEIGHT) BATHROOM VANITY L-~-9- Kt=~ III III DECORATIVE SURFACE MOUNTED FLUORESCENT LIGHT SM SURFACE MOUNTED CEILING LIGHT FIXTURE L-~-9- L-X I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) BL-X SURF ACE MOUNTED BALCONY LIGHT FIXTURE KL-X L-X~ L-X 0 RECESSED CAN LIGHT BL-X WALL MOUNTED ENTRY DOOR FIXTURE RC-X LS~ 0 L-X-9- RECESSED SHOWER LIGHT CL-X CLOSET LIGHT L-X 0- L-X + RC- X 0 DIRECTIONAL SPOT LIGHT BL-X SPECIALITY PENDANT L-X 0- L-X 0 RC-X 0 DIRECTIONAL SPOT LIGHT RC-X CABINET ACCENT LIGHTING ( ) L-X @t SURFACE MOUNTED FLUORESCENT LIGHT PF-X CHANDELIER LIGHT FIXTURE BY OWNER UNDER CABINET LIGHTING ~ ' , ), ~ "" , ..... ./>~,~x:<&><><Nll~:~~"Al~ r, x ,Ie.. x '... 'x X I I' '0... '''~\''<~ "',\,' ''--' '" , r >( j( A. /' '/ ~'" '" "'" "'" "" " '-- .. "~~".. '- "'"" ~ '~" . '~"'" ,:,~~_ CD~l ;,--' "... ......... ~ , .\ '" .... '.. .... ..." .. '... '\ '0... .. ''- ... , ... ... , ... '-!.'o... <. ^ ^. ^ '\ ^ '. < <. ^ " . ~~'I -' .~ "''- '" '~,," '" """ " . ''', """" ''',,'' ,,'-' '" " __ . ',' '0... '--, '0... ............ " .. '" ~ '". '0... '0.... '>..... ",,"... '-,'" '..............." , '0... '0... "... (')., 1 '-- "" . '-- ,,-. 1.--- -,- - - - - - - - - -, ,........., . ...," '--" ',-.J:J....... '..,'......... '>..... ", "'.~~' .... " I ...' '..~', ,......... ............~' '" .....~......... '>.........;......""..._-1"-.... '--" ....'--'aH '." , I I .. ,'...... . '0... , '--, ~ "'," , H Q -0 ""," " "" " "- , I " ..." I ", ... ',. ...... . ~~........."... ", ~', ~... ... I A.!. FOYER ~..''''<''''''''''''>", .. ' ~""'o...,-............ ',-- ",- '0.... ...'.'--...,> '--,,'-........,'-- . I Y I H-l0ll I'" '" I I, 'o...,,,~ L__________---l ,~r .....QJ' j.., , , ", " '" ' " BEDROOM I H-108 I C9 ~' '1!; , 1 I -I"- CD BALCONY I H..l;1021 ' , ~~ , '" '.' tN, .. '~! ~ --\>0 0) ~ ci u '- "il ~ 4: / - C (1) '- :> u / Vl 0) C .~ o (5 ~ o o /E ~~ Vl .. Vl<X) ~@) ~~ -0' C~ ~~ ~~ U) .. ('I) C ~o 8-0 0(1) C'l:::: /0 ~a::: CEILING LEGEND [ I CEILING g' 6- AFF CEILING 9'-4" AFF CEILING 8'-8" AFF [2J ~ ARCHED DRYWALL SOFFIT ABOVE MASTER VANITY AIR SUPPLY OJ " 1 1 '-1"-00 ~ ENLARGED FLOOR PLAN - UNIT H REVISION 2 ADDENDUM #2 - FEB. 14. 2005 LlGTHING CLARIFlCA TlONS. ADDED LIGHTING NUMBERS TO COORDINA TE WITH THE SPECIFlCA TlON SECTION SEE SECTION 16000 LIGHTING SPECIFlCA TlONS PAGES 1 through 4 Keyplan A A A A A SECOND FLOOR C~ b~ I I 1---' I L__-l GENERAL CEILING 8'-4" AFF 1'/1 G U -or-)" , ' STUCCO FINISH ON UNDERSIDE OF SLAB SEE DETAIL 11/A-505 STUCCO FINISH ON ARCHWAY SOFFIT SEE SECTION 2/A-310 INDICATES EXTENT OF CROWN MOULDING NOTES 1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION. RETURN AIR EXAUST FAN FIRE SPRINKLER HEAD A FIRE SPRINKLER-SIDE WALL '.., ~ ,:.........:... '<'<....>..... ~\:'~<>>.:~>'c0~~ "...... '. '~~<.iz., ',"', '--,'x ,\:" ',,' ,', ' l~ ,.~" ..-( ::><:, 'I 1.0> ... 1(" ---l I I I I 1 L: ~'" ~'F" I 1 _-I"- MASTER BATHROOM I H-115 I ,------------, I ~I 'r ___J ~~ : 1 ~~ 1:1 I ~~ I <, (9 g ~ I r---i ) l NAS~:_~~ ~~ i: I I jl I __J '-. I I I I I ______---1 " ''':' 'oj '''-,! "'", , ~,7-... " ',~,,' V " ... ... , " '>{}~, ~ ~', : ... ' ", ", " , ' , ",,'W.L'G..... "~ \~:. r---- I I I I , I I I L__.-._~ I : -9-\2 Z L______.:=:__ 5' 1" '" ~~ WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3Q-A. Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 Cl211031HESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROiECTlON AS AND 'ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 iHE PROTECTION INCLUDES BUT IS NOT LIMITED TO iHE OVERALL FORM AS WELL AS iHE ARRANGEMENi AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. x ^x~, /7 >< " /~, ,"}, ~7:1 .</)<'~X<~~'XX:XA/>:/" ~ L~<, 1 . '... '\/.'x x "'/" '/ 1 . <><;x 'x?x;':<x)</, > : l'r ":'. x. . x '> I I', / ' /... /', /', / /"'/'.~' ,'" 0 cO. ^>,/<. ,x,/,--,),.,>" /' " '';;0 ':r!^\' ^. /" /, "" /', )\ /" /x, " , >: , " 1\ < )</x,,;X, )< ~>< 'x' '~'X , , '- > X'- \( c, , ;;0 1 ~" '. ~;il ^ "n" - ,- "<X' ''''A/'' ;</" , .~ c:;J 1 . " /, "/, '" ' ...@",;;o , " '--, ,'..., . ',', /< /" , ' ~ . , ;{ y x...' x:. y {.... , ':::I!I!: I ' x '. / --/ ,-, v'." "'/ 'x' ..-l :> , " '/', /./' /'- /, ^,-" r:- . .')<,' )<)</'.)<"xxxJ<, /</ ^,' ' tit"'" t / / x: < "x/^'y """x' y 'y/ ''j,/''\' /', / / /. ~ , / '.. / ',,^ / '-/ '-/ '''/'r' . ':-' I ':< x:, / /'-.. /~ /, /!\. I t ,,'x" LV' ';;/ '/ ,/ ... /'X"" / 'x '...'X^.. ' t . /x, /'-... X/'o.... /' > .. / ',/', /')<' .. ',/ 'y '// j , ^ ^. ^../X' /' '/" , , ' '.,' ',/ ',<~,>(~xg, / /.,;/'x:>',' I ~) . .>, /'... ,/. ,x " /^.. ' . ' , ,<, <... "J< ^ /x:. / . I , 'x . . < x, '>.....X,- ;< x X ," ' ? '., ., >/"'^ >:"'^',;<,X ,/ /X\/'A ';< ./' ~" . ' J - _ ~ '-- --; ~ ~~ ~ d'~ ~ AX,......./-.--: - ~ / O'~""<"':$""" ,,~~.../, . '-.. ' . ""-, '..'-.." "'",- ",,- "-",, y Z~; ~~ ~ f'T1 P EQ.' , 0' , I tEQ':r~ , ' ,1 c!.,' ~ f'T1 ~ I ----+ BALCONY' I H-119 I 'EQ, ~~ / // I / \.// \/ , / ~ 4' , ,~." /.~~,:!\~+?\~\\\~'~~.: ' . ;, ",,'.Q F"i,'~1... """ .",1' ',' .' " :<.~/ "'.'Ib...."... (,' ^ . _\ ..~(l{)!,. >~". .... 61'/ . ,', ~~'~.,;,; . 1/,,, .... <) , ',)., . "I,;,'''V " '" \ '" '.' b() \ ~'~" ',_{', f~\ \ "+.'0" ,..' ~; 1>':"4;i\'~"\",': 'I ','. I~. oo,~' ,.t ~. > i "". "'. it...a:~(( ,:1\ '\,~~' ',W;;,. ".,' \\\,\" , , I'. ' : ii' , \\\....' ' I 8' SCALE: 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 L BPRC Submital: Date Plotted: February 11, 2005 Date Issued: January 10, 2005 Revisions: 2 Addendum #2 - Feb 14,2005 03540 CONSTRUCTION DOCUMENTS 1---, A-426 ENLARGED FLOOR PLAN - UNIT H XREFS: A....A"3 A....Units-2 A_A" 1 A_Units-3 I_Fum-3 mB A....FP2 A....A"-PEN A_FP-Symb A....SP S_Col-2 S_Col-l S_ Col-3-6 LFum-2 L..LS LIGHTING LEGEND ~ BATHROOM FAN Q) JUNCTION BOX FOR FUTURE CEILING FAN W/L1GHT III DECORATIVE SURFACE MOUNTED FLUORESCENT LIGHT I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) UL o RECESSED CAN LIGHT sO RECESSED SHOWER LIGHT fA.. UTILITY LIGHT SURFACE MOUNTED ULY CEILING LEGEND LOCATE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE l_____J -I-I-I-I-I-I-I-I-I~I 1-1-1-1-1-1-1-1-1-1-1 + if 1+1+1+ If i +1+ i + i+ i: ilTI71111111"11111111 ARCHED DRYWALL somT ABOVE MASTER VANITY AIR SUPPLY CEILING 9'-9" AFF EXTERIOR WALL MOUNTED FIXTURE avCt R- ~ ~ ~ cR- 4- CEILING 9'-6" AFF ~ WALL MOUNTED LIGHT (VERIFY HEIGHT) BATHROOM VANITY RETURN AIR III I CEILING 8'-8" AFF [ZJ [6J EXAUST FAN PENDANT MOUNTED CEILING LIGHT FIXTURE (BY OWNER) SURFACE MOUNTED CEILING LIGHT FIXTURE 0) ~ u ci. ~ CEILING 8'-4" AFF :r> -or- X FIRE SPRINKLER HEAD SURFACE MOUNTED BALCONY LIGHT FIXTURE L_~_J rr=-==-=1l ~ - -=-~ INDICATES EXTENT OF CROWN MOULDING ... FIRE SPRINKLER-SIDE WALL BALCONY CEILING 10'-0" AFF WALL MOUNTED ENTRY DOOR FIXTURE o CLOSET LIGHT GENERAL NOTE S DIRECTIONAL SPOT LIGHT SMALL SPECIALITY PENDANT 1. CENTER ALL LIGHTS ON somTS OR BETWEEN SOFFITS UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION. SURF ACE MOUNTED FLUORESCENT LIGHT UNDER CABINET LIGHTING cO CABINET ACCENT LIGHTING ~ CHANDELIER LIGHT FIXTURE BY OWNER ~,V")['I' L', 1 " ... ~11 ' --~..."::',,,,~...\~UJ ~,-____,~~c..J ~~~', '-.. '... '... C:~--' " '," ",... ...~'... ", ..."...' <<~'" ':\'- ,,' ~,,"" ". " -"''- "" "'~ , ','-.... "',-, "'-, """" "-, " -'-, ", "',- '-. '" '" ". '. "', " -"', ", ''-.. ' "'" "... ,','" ~.""",ts}...,-" '..., '-..," ' " "-,,, "" ......:.", -"- """', '" '-'" ',," "''''''' "" "... ......" " "" ''\.,-- "',--, "'-, " ><~~> '-..~<~,. , " " " "- i,.,.-' " ''-.. ... ...," - ,:-- " ... '-..... -"~~~~"'- ... ,',,',v...', .~'!;":,..,"- YJ-.~ ~ f'Tl P ~ ... ~ ~ BALCONY ~ ?Q-' I H-"1021 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ f'Tl ~ EQ.~ ~ 5' 1" MASTER BATHROOM I H-115 I r-D ~ ~ ~ -?w -Q- 4' I' --~ f~~I- ~- ~ I I I 1", ~ 19' ~ I Eg.lT __~~. I I '( I :=e ~ '" ~ I I I ~ I \ I~~-~ B'1\LCONY I "-119 I ~ ~ CD r- _--'..E~~~-'l ~ ~ \ 'I , ~ I ~ I 8' C'l I ~'\f,\"i ~':t;. "',.., '~;~.. ~~, ~", 1 / - e :g :> U / en 0) e .~ e o -.r 8 /E Q)Q. 0)::: 0" enC'l en _ d:@ ~~ u' cO ~-;; ~Q 1.0 .. Me ~O g-g C'l:::: /0 a.: a::: _.._---'--"------~--I Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ~e6',ldet) ).- C"ill::t e-"~f\- .;J' ~~) Pili,',', 7,i.",l.' ~ "stl-:f M~ .', ('~;;),~,~"~-- t ... 7~/,. ,n~6,.,(':,.,.-c/ 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 A A A A A C> 2003 THESE PlANS ARE COPYRIGHtED AND ARE SUBJECT TO COPYRIGHT PROJECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COl'YRIGHT N:.T. 17USO. AS AMENDED DECEMBER. 11'90 AND ICNOWN AS ARCHI1ECTURAL WORKS CoPYRIGHT PR0TECT10N ACT OF 11'90 THE PROTEC11ON INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSI11ON OF SPACES AND elEMENTS Of THE DESIGN. SECOND FLOOR I l.. PROJECT NO. 03540 --'~1 I I 1----- I __no,_1 I l ~ SCALE: 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 .'~ {'~"r'^~' ".'..,:l;~;J;,.'~:;~:::/ i'i, f\V),,! 'I.':' > \VV< C's:\~ ' I I i I I ----- " j 03540 ed: January 10, 2005 ____._____., _______ ___u___ Date Issue. January 10, 2005 Revisions: CO~STRUCTlON DOCU -:426 '.:.'0 "\\ '~ ~ '0 -> Q) Q) ~ Sj <: / - e ~ :> U / '" Ol e .~ o "'" o ~E Q)a. Ol~ 0" ",('II '" ~ ~@ ~~ '0- CO ~~ ~Q Ii') .. Me -'.0 ,I '0 ~~ /0 a.: a: XREFS: mB AJntsev A_Ff'l S_ CoI-' A..Ff'3 S_Col-3-6 J \. / \ / ~ / r\ // '/" / / \ / \ / / / ~ / \ // \ ~ ~ ~ / // \ / \/ ~ / / ~,== L '" / -i \, = =C, ==/;: - --=~ ~=== - - -- \ I \ IJ/ ~ ~/ \ '~ \~ ~ ~/ 0, I 0, / \ / \ '0 / \ I \ 00 "=L= \ I F = \= / U \ /1 t~ = . 1\ / u:J = I / ";q- ~i:c= =1= / " 0 ~== ==* I \ / = '" / / \ / \ ',,- / \ 1 / \~ @ KITCH EN SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 / \ ~-I / Cc / \ I I ~ ..-- / \ / / 0 === I ==/ '..., / ,J ~/ / / -~j... I . 00 ~ I \ 00 00 -~I I \ --..... -..... -..... <.0 -..... WASHER DRYER -.....:;:. I ";q- \ - - - - - \ I \ \ 1 I : EO I 9 I YEol10 I "00 Co @ LAUNDRY SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 i \ ~ ~- -- ..- -- --- ~.- -~ --~ , EQ. EQ. t CUSTOM CORBEL TRASH COMPACTOR . <.0 I ;..., o I ;..., 1- a, I 0, JI o I Co . <.0 I ";q- @ KITCHEN -.. - ~ 7.M~ l J ----- - - --- 1 /1 1 '-~ // , , " " / ~'- // ......., '- ./ '------""'-, _ml <.0 I ";q- 36" COOK TOP /f . co I 00 <.0 I r- I I J -I 00 o I ;..., o KITC~c7LE~/2. = 1'-0' - CUSTOM CORBEL SEE MILLWORK CONSULTANT'S SPECIFICA TION SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 . <.0 I ;..., DISH WASHER LAUNDRY SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 Q \ DRYWAll PAIN~ / / ~ ~[::J '> <' '00 I 00 ~ 1 ~ 2'-0" J 2'-6" ____--+-_~~ ,,-[[II] \ \ \ \ \ \--- I --, iJ -..,----.. ..------------'1 (:0:( \:p 1-'-'--------- I "p,~ , I I I r'-"~ I I m I m (p ~ ~ 0 0 0 0 0 0 ~ 0 0 / 0 0 / 0 L 4'-0" 1 WHEN PLOTTED AT 24 X 36 N3^O r;/ WHEN PLOTTED AT 24 X 36 @ KITC~C:~/2" = 1'-0' WHEN PLOTTED AT 24 X J6 ;-FRAMELESS SHOWER \- CUSTOM WOOD FRAME / DOOR \\ MIRROR WI STAIN GRADE \~I~ISH I T A 11 08 I ! 4' 0" I ~--_._--~-~--------~. _.~-------_._---------~,_.~ SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 --l i ",'%..e~ideQ~ I ;;.,J'I;o" (l..s- I ~ ~.,.< ~ I (:?)h~~~r-i!:;/ ~~r!?r . , -----~ PROJECT NO~ 03540_ __I o MASTER BATH SCALE 1/2' = 1'-0" II ---ITQTIJ @ ~C~C:~/2~-:.r-o" 1m Keyplan A A A A A SECOND FLOOR __J SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 f "\ ~- -- L m I CYl /- TILE DECK / -, '7 " " =,-,.. \ I I / I i / I \ i / ~ I I L-_ PROVIDE ACCESS PANEL FOR WHIRLPOOL TUB AS REQUIRED BY MANUF. m I m CONTRACTOR TO PROVIDE DETAIL FOR ARCHITECT'S APPROVAL. @ MASTE~CA~~!=~'_O' ~-- . .o.R=-... _ __".__~L__ ~.._ .. --~ ..... . / / \ /::~:":=~~~ ,~ /~ \ ~~~ //~y \. RECESSED CAN LIGHT ~ / /;/ ABOVE SOfFIT // / I / , / I I I -1-- ,,-i/- I ) , B/1 I / "- I / 1"- "- - L.,~.,..--.------- j------ .- If ' I I I I I , /J / / , / o \ \ \ I ~ \,t- i, i \ , , ~~>\~- ---------~ ., I ; \ 1 \ I \ I \ o ,/ o 0 /// ~ o o @ MASTER BATH 0 0 0 0 . (p "<0 'u:J 6 (p <D I I I 0 ;..., '" ...., 0 0 0 0 WHEN PLOTTED AT 24 X 36 -~-{]TIJ r- I Co I 'co . co I 'co \ DRYWAll PAINT~ , I ."_T,,-,! ;--1 --illJJQ] \ \DRYWAll PAINT -\ ,j."V! -----ITITIJ ,I :i Ii Ii ~! ~'''- / .. / ~ ( ''{ J L " !! :! ,- il Ii "'1"--'" . I L BATH o BATH 5'-6" 1. SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 02003 THESE PLANS ARE COPYRIGHlEO AND ARE SUBJECT TO COPYRIGHT PROlECnON AS AND "ARCHITECTURAL WORK" UNDER secnoN '02 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER. 11'90 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTEC11ON ACT OF \1'90 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERAll FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS Of THE DESIGN. SCALE.' 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 CD BATH I 1 I __,....._..J BPRC Submital: 03540 Date Plotted: January 10, 2005 -._..._,-----~_.--------------- ~-"---------_._---~-------,,----_.~----- -.-. Date Issued: January 10, 2005 CONSTRUCTION DOCUMENTS Revisions: A-427 XREFS: ^-.FP3 ^-.UnI~2 A_FPl ^-.Unlts-3 LFum-2 LFum3 me ^-.FP2 ^-.FP.f'B'oJ ^-.RnlshLegend ^-.D1ms ^-.FP-Symb S_CoI-2 S_Col-3-6 ~ - , ~ / - I:: {g ::> ~ '" 0) I:: .~ E o 'Ot 8 /E 8> a. ~~ "''Ot ~@ -gg ~C'l u- .~~ ~ I:: ~~ Ii') .. (")1:: ~o 8"& C'l:::: /0 0.: a:: UNIT FINISH SCHEDULE CLUB HOUSE WALLS CEILING ROOM NO ROOM NAME FLOOR BASE N S E W TRIM MATL HEIGHT FINISH NOTES CH101 FOYER T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 CH102 STORAGE T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 CH103 MECH T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 CH104 STORAGE T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 CH105 KITCHEN T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 CH106 CLUBROOM T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 CH107 MEN RR T CT CT CT CT CT PT2 PT2 NOTE 3 NOTE 1,4 &: 7 CH10S UNISEX RR T CT CT CT CT CT PT2 PT2 NOTE 3 NOTE 1,4 &: 7 CH109 WOMEN RR T CT CT CT CT CT PT2 PT2 NOTE 3 NOTE 1,4 &: 7 CH110 HALLWAY T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 CH111 BAR T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 ~I ~, ~ ~ SPECIFICATION KEY CPT CARPET VCT VINYL COMPOSITION TILE WD WOOD PT PAINT VB VINYL BASE WC WALLCOVERING T TILE ST STAIN TA TOILET ACCESSORIES EQ APPLIANCE GL GLAZING S STONE ACT ACOUSTICAL CEILING TILE PS PRE CAST STONE SI SPECIALTY ITEM NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. GENERAL NOTE PX' FOR PARTITION TYPES SEE SHEET @ A-521 IlL I I I I :- rx " . IXXXX X >< TOilET ACCESORIES NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. ITEM # ITEM MOUNTING HEIGHT A.F.F. ITA-l I TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT ITA-21 1S" TOWEL BAR ~ 54" TO TOP OF UNIT ITA-31 24" TOWEL BAR .. .. 54" TO TOP OF UNIT ITA-41 30" TOWEL BAR ... .. 54" TO TOP OF UNIT ITA-51 TOWEL RING ...... 59" TO TOP OF UNIT ITA-61 NOT USED ITA-71 SHOWER CURTAIN ROD - 6' -6" TO CENTER OF ROD ITA-a I NOT USED ITA-9 I SOAP DISH CJ 44" TO UNDERSIDE OF SOAP DISPENSER ITA-101 MIRROR ~ MIRROR ~A-l0~ MIRROR ITA-111 DOUBLE TOWEL BAR .L .L 54" TO TOP OF UNIT ITA-121 GLASS SHELF I I 54" TO TOP OF UNIT ITA-1~ RESIN TOWEL BAR .. ... 54" TO TOP OF UNIT rTH5I SURFACE MOUNTED SOAP DISP. fTA=16l TOILET TISSUE CABINET ITA=171 PAPER TOWEL/WASTE rrA=18l SANITARY NAPKIN DISP. ITH9I 42"GRAB BAR fTA=2ciI 36" GRAB BAR [T.W2] SOAP /SHAMPOO DISPENSER 2 PER SHOWER HEAD FINISH NOTES 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATIERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & BATHROOMS I ~I ~ DOOR NOTES 1 PROVIDE CLOSERS AT COMMON AREA DOORS. 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 5 REFER TO SPECS FOR DOOR GlAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS. 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS. 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" OF DOORS. 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR lEGEND DOOR & FRAME WD WOOD HM HOLLOW METAL AL ALUMINUM GLAZING A IMPACT RESISTANT GLASS B FIRE RATED C CLEARED GLASS D TEMPERED GLASS P3)- I \I II .- ...----.. ~- UNIT DOOR SCHEDULE ~ - ----v v- nr,("\c ~EL GLAZE JI-T.Il.II '" HDWR V' ;:) ne:1:.. 'V'TYPE TYPE TYPE HFAn JAMB THRES. SET REMARKS ~20A 3'-0" e.' '0." 1-3/4" G HM 45 MIt~.1 ~ 3/A-501 1/A-501 2/A-501 1 A.... AX - ^ 1=:3;4 ~ A.. A.. ~ / - 221 2'-0" X s' -O"(PAIR) "WLT 3/A-525 1/A-525 2/A-525 2 222 2' -0" X S' -O"(PAIR) 1-3/4" B WD 3/A-525 1/ A-525 2/A-525 2 -- 223 2'-0" X S'-O"(PAIR) 1-3/4" B WD 3/A-525 1/A-525 2/A-525 2 224 2'10" X S'-O" 1-3/4" B WD 3/A-525 1/A-525 2/A-525 3 225 2'10" X S'-O" 1-3/4" B WD 3/A-525 1/A-525 2/A-525 4 -~ 226 2'10" X S'-O" 1-3/4" B WD 3/A-525 1/A-525 2/A-525 4 227 2'10" X S'-O" 1-3/4" B WD 3/A-525 1/A-525 2/A-525 4 22S 2'10" X S'-O" 1-3/4" B WD 3/A-525 1/A-525 2/A-525 3 -- 229 3'-0" x S'-O" 1-3/4" P ALUM 3/A-502 1/A-502 2/A-502 5 230 3'-0" X S' -O"(PAIR) 1-3/4" M ALUM 3/A-502 1/A-502 2/A-502 5 231 3'-0" x S' -O"(PAIR) 1-3/4" M ALUM 3/A-502 1/A-502 2/A-502 5 Lf/ ,dO X - - - - - -- - X X X X >< X X X X IX I~~~~O;I ( ~ @'V~ ( L2) (~17 < 9'-2>2" > ~ ~, ~ 4'-10" " ~^ ^ ^ ^ ".:... @) '1;- /Y@\ ~ M ~ ........ STORAGE X ill:1@ \ ICH-l02\ "-../ NOTE: FOR DOOR TYPES, SEE SHEET A-441 TYPICAL UNIT DOORS ALL FLOOR LEVELS I T r " I- I~ IE & IE D fYi IElm UU JUN 2 1 2005 WJi OEVCLOPMEN.... <"'r-R C,..,." , I vr' VICES L.....__ I I Y Of: elf: - - DEn-.- ----~' An... T ..., -- .-.~"-A.'.f.R__1 ~A. .. . @- 7'-412" r-;;~ == == ~ ~-1~ 1 I I I I II I I I I I I .1 I '==-- r30 ~ \-(\I~ ~ ~~ { . \~),-100'S!Rf/ " TA~\1jl I CH-l -rl ~ I I ~~ I~ TA- , I'XII~" \ 7 I ~-'~~ 228?- 8 9 !TA-2 C",f r I -~ --~";"-k/ 229 N ~ rT'1' --------- . -'.... ~ II~, ^ ~ X ;= X I ,~ X ~ -"-IN r L-- I@ r~ I"') I I I I I I I I I I I I I I I I I L_~';...,. -=: _ L ' " --.r rtIl 2' ,'}" I I I x X 91 ,~ b\ ~< ~ ILJ ~ I , >- e -'~) ~ L.. ~ 5'-2" BAR ~ I .w 1'-9" 2' I. I CH-l111 _ 2 _ 'I 4 11-430 D I I ~4J1 ~ ~~& i (P2)- 7'-5" ~ ~ 7'-8" ___.J --- =- - - - -c= "'10 =- ~.j:,I;...lGj-- - - ;;1=1 I I I I I I I I I I I I I \.1 I I I I II I I I I I I I I~A-2 ~ ~::::. "1'---" '11 -t-~20 I I~ ~ I ---J ~ 1 5 1/ n )141 I ) ~ PIC.6t INTERIOR T -1 8 J. "J~ ITA - r;:::;'\. ~ \LL S1YLE UNlESS I rTA-:-;:;'i ~N'S RR \ ~~ ~ ~ HERWlSE NOTED TA 1~ CH- 8 - E~l~107 T - 9 TA-l I 7 I I I I ) ~ -16 B 9 I I I 7 -A-'+.3I-:.2.. ~I 9 I --r- "- __ ~ / ........1'r.l.JL:!!: -:... _ '-~ ~-y I'T1 ~ '~ ~~@Ji~l!: ' ~ V ^-/~~ HALLWAY S ICH-ll01 I", I I 1- 1 I 'I I ~ ,. L-_ ~~ 1\( plYJJO l J 01~"1 I @)-- I I !~ <P3>= I I II II .- . r- ;p ~ 4'-412" 2HYz'" I P14 I I !> . IT- \ I 1 .>t I '..... . .. . Ie) I I . m I <a rx BLDG DEPT COMMENTS 4 REVISION #4 - MA Y 18, 2005 REVISED BA THROOM LA YOUT FOR DOOR CLEARANCE. l@ n ~~ .w 22'-5" I'T1 ~ @)-- I T, t>' o ~I t ~ 3 1 2 A-431 I I I I I I I \ (;; ~ . '. .'" , , . 1>' REVISION 5 REVISED RA TlNG PER BUILDING DEPARTMENT COMMENTS REGARDING OPENING PROTECTION. Keyplan x >: x ~"~ l(S T A A A A A SECOND FLOOR KITCHEN ICH-1051 ^@>-- ~ I-- - - - - - -- - --' , @>-- 5'-4/2" 2'-012" 4'-9>2" ~ ~ 5' -11" 16'-012" 5'-Y2" J~ r.w.I 9TORAGP u. - :r ~- ~ ~~ eM I I I . . I .. ' Il I I I CD ~NLARGED ~LOOR PL~LE~/4~=~O~~~P~~A~~ 0' l' 4' 8' WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A .,;~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cfy Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ . . '. ,.:. \ '. . , " ,!,,;, ():~ r" , c ,,,&,.<,,,, .. \~ n~i.~iti::y ,)' ~". ",'Y " , ') '" ' .. ':' " [,/1/ .. " \.JJ .., ',~,;::i' ,/; , , " " . ~ '.' ~ Ii' [~ o 2l1031HESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND 'ARCHm:crURAl WORK" UNDER SECTION 102 OF THE COPYRIGHT ACI, 17USO.AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHm:crURAL WORICS COPYRIGHT PR01ECTiON ACT OF 1\1110 TliE PROTEC1ION INCLUDES IlIJT IS NOT UMIT~D TO THE OV~RALl FORM AS WELL AS TH~ ARRANGEM~NT AND COMPOsmON Of SPACES AND ElEM~NTS Of THE DESIGN. d-e,&"ide~ ' F'/ '," (;<-~ II' . ..,", ~ ~ ~ F;:Jl.I~ ..'. ,~..l$"1 V,,~..B-~ PROJECT NO. 03540 BPRC Submital: Date Plotted: June 20, 2005 Date Issued: January 10, 2005 Revisions: - ill Bldg Dept Comments, May 18,2005 & BUILDING DEPARTMENT COMMENTS JUNE 20. 2005 --, 03540 CONSTRUCTION DOCUMENTS -- A-428 XREFS: A....R'3 A_Units-2 A_R'1 A....Units-3 I_Fum-2 I_Fum-3 TTLB A....R'2 A....FP.f'EN A....FirishLegend A....Dims A_FP-Symb S_Col-2 S_Col-3-6 ~ "Q ~ ~ , ~ -< / - c ~ ... ::> U / VI Ol c .~ o Ci -..t ~ 0> Ol o VI VI o 0.. '2 o ~ E -gO .- ~ ~ " oCO -..t@ I.i)I.i) 88 /N 8 , 0(") NN />- ~o ~~ '0' ,. ... c ~o c"O o 0> 0>- x- /.Q /0.. UNIT FINISH SCHEDULE ROOM NO CH101 CH102 CH103 CH104 CH105 CH106 CH107 CH108 CH109 CH 110 CH111 ROOM NAME WALLS S E FLOOR BASE N WD PT1 PT1 PT1 FOYER STORAGE MECH STORAGE KITCHEN CLUBROOM MEN RR UNISEX RR WOMEN RR HALLWAY BAR T T WD PT1 PT1 PT1 CLUB HOUSE CEILING W TRIM MATL HEIGHT FINISH NOTES PT1 PT2 PT1 PT2 PTl PT2 PTl PT2 PTl PT2 PT1 PTl PT2 CT PT2 I PT2 NOTE 3 PT2 NOTE 3 NOTE 1,4 & 7 CT 1 PT2 CT PT2 PT1 PT2 PT1 PT2 PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 PT2 NOTE 3 NOTE 4 NOTE 1 ,4 & 7 PT2 NOTE 3 NOTE 1 ,4 & 7 PT2 NOTE 3 I NOTE 4 PT2 NOTE 3 NOTE 4 / n \, 0 I I(Q)I. ~ ~ / ( (~ \ ~-...../ SPECIFICATION KEY NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. MOUNTING HEIGHT A.F.F. . 24" TO CENTERLINE OF UNIT 54" TO TOP OF UNIT . 54" TO TOP OF UNIT I 54" TO TOP OF UNIT 59" TO TOP OF UNIT DOOR NOTES UNIT DOOR SCHEDULE PROVIDE CLOSERS AT COMMON AREA DOORS. DO R SIZE 3'-0" x 8'-0" 1-3/4" 2' -0" x 8' -O"(PAIR) 1-3/4" , 2' -0" X 8' -0"(PAIR)i1-3/ 4" 2' -0" x 8'-0"(PAIR) 1-3/4" -- 2'10" X 8'-0" 1-3/4" ---- '2'10" x 8'-0" 1-3/4" 2'10" x 8'-0" 1-3/4" 2'10" x 8'-0" 1-3/4" 2'10" x 8'-0" 1-3/4" 3' -0" x 8'-0" 1-3/4"; 3' -0" x 8'-0"CPAIR) 1-3/4" 3' -0" x 8' -O"CPAIR) 1-3/4" , 4' - 4>2" P14 ~ 3 1 2 ;6,-431 KITCHEN ICH-l051 I-- - " .....LLL DOOR lYPE G B B B B ._-~ B B B B P M M )ETAILS HDWR ! JAMB THRES.! SET 1/A-501 2/A-501 1 1/A-525 2/A-525 2 1/A-525 2/A-525 2 ---- - "-" 1/A-525 I 2/A-525 2 , 1/A-525 2/A-525 3 ,--"..- 1/A 525 2/A 525 4 1 /A-525 2/A-5~~~"- - 1/A-525~~25 4 ~5 2/A-525 3 1/A-502 2/A-502 5 I 1/A-502 2/A-502 5 1/A-502 ,2/A-502 5 -- ---' , FRAME i LABEL GLAZE lYPE' lYPE 20 MIN WD WD -- ~--~- WD WD -~~- WD WD WD WD ALUM ALUM ; · f1-LLL j.. >, - 2i-1~" / iT I ,. [IT] , \ I to:- -...... I I I I \ I I I ---- ,. - --- ---- - U ,dO, " , " I~< r~.;' )< ~< REMARKS _'" _ -.._" ""'"-''' ~'_H__ _. __-.__ , -v- - 'V' V v BLOC DEPT COMMENTS 4 REVISION #4 - MA Y 18, 2005 REVISED BA THROOM LA YOUT FOR DOOR CLEARANCE. "' I ---....^-.......-^' ~ ^ ---.... & < ~ ^- ---.... T WD PT1 PT1 PT1 T T , WD i PT1 PT1 PT1 I WD PT1 PT1 PT1 T PT1 i PT1 WD T CT CT CT CT T CT CT CT CT T CT CT CT CT T WD PT1 PT1 PT1 T WD PTl PT1 PT1 Keyplan TOILET ACCESORIES CPT VCT WD PT VB WC T ST TA EQ GL S ACT PS SI NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. ITEM ITA-l I ITA-21 ITA-31 ITA-41 ITA-51 ITA-51 .I. ITEM TOILET TISSUE DISPENSER 18" TOWEL BAR ~ 24" TOWEL BAR .&. 30" TOWEL BAR ... TOWEL RING ...... , I NOT USED CAR PET VINYL COMPOSITION TILE WOOD PAINT VINYL BASE WALLCOVERING TILE STAIN TOILET ACCESSORIES APPLIANCE GLAZING STONE ACOUSTICAL CEILING TILE PRE CAST STONE SPECIALlY ITEM '" ITA-71 SHOWER CURTAIN ROD - ITA-8 I NOT USED ITA-9 I SOAP DISH D 6' -6" TO CENTER OF ROD 44" TO UNDERSIDE OF SOAP DISPENSER ITA-l01 MIRROR ~ MIRROR ~A-l0~ MIRROR ITEDJ DOUBLE TOWEL BAR ~ ITA 121 GLASS SHELF I I ITA-131 RESIN TOWEL BAR '" '" rTA=i5I SURFACE MOUNTED SOAP DISP. r;=A=16I TOILET TISSUE CABINET ~ PAPER TOWEL/WASTE rTA=i81 ISANITARY NAPKIN DISP. rrA=i9I 42"GRAB BAR [TA=2O] 36" GRAB BAR fTA=22I SOAP/SHAMPOO DISPENSER FINISH NOTES .L 54" TO TOP OF UNIT 54" TO TOP OF UNIT 54" TO TOP OF UNIT GENERAL NOTE PX' FOR PARTITION lYPES SEE SHEET @ A-521 --HF AD 3/A-501 3/A-525 3/A-525 3/A-525 3/A-525 3/A-525 3/A-525 : 3/A-525 I 3/A-525 ~!J 2 .~~/A--502 -,v ALUM i .~ 3/A-502 /v - ,--- ./7 .,..-? I/ /, ./ .f ./ :N'f'lTE FOR DOOR lYPES, SEE SHEET A-441 /".- : lYPICAL UNIT DOORS ALL FLOOR LEVELS ./ / ,/ ",/ IMPACT RESISTANT ,~S FIRE RATED /' CLEAREDye(SS TEM~D GLASS 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 220 221 222 223 224 225 226 227 228 229 230 231 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 5 REFER TO SPECS FOR DOOR GLAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS, 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS. 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" OF 000 RS. 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL .WALL, EDGE ZONE" IN REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR LEGEND 2 PER SHOWER HEAD DOOR & FRAME WD HM AL GLAZING A B C D 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & BATHROOMS ]1 IlL , I II I I I ;. fx lXVVV)/x/ ~I =I 1" I~Y , I~ . I L-- r~ to! I I I I I I I I I I .; ~. " II L- _ tx ~J( >~ 7~ I -,~,...~ - K ~,- ] ~ I BAR~ I CH-1111 _ 2 _ 4 ;6,-430 D ~ 7 12'-5' (~/4>2" @)- 7'-5" ~~ == -::.:;;;/:::= <='f1\;-I~ -- == == ==-C' I L. I . I j;f I I I I I 1 I .1 I I I I I I I I I I I I I 'i:=- r \ /' !TA-"I h- V I IV2~-> 1/ 1230 . '\. I I ~ 1 c ~, I t.., ~ I 5 '? J.. ) -18 I / " T -IS j " ~ L TM1 CH-l -11=71 TA 1 CH- I~, TA-~I! ,~...::. I ~021 TA-1 I //7 I I = I Mt ~<1"" \ 7 I " 9 I I S'i P 228 d- B 9 ITA-2 8 _ ;6,-'+.31 ~ I ~r/1229 ~ ~~-"'~-~~:~-~--"/~ ~v ~ ITA-22P 11 @, ~ ~ r A ^ ~ .x ~ Ir@?~i ~ L ~ X< ~~ r-~ ~I - b- ~ ~~& ~ (Pi)-- 7'-s" ..J ___ 10 =- ~1rF-- - - c= I I ,I I' I I II I i I I I I I I ...., ::l I' I I TI '1 il-1 II\~ 1\, / Wt II~(!/ / fTA]71 ~~~S,' R"IR \ \i"~// E:.'.j C 107 \ II - 9 I~I "'i 1-16! I I 7 -) ~.M-41 9 -'. " AU' _ .....~ ~~- - rn I/ ~,,@ l~ '~;' ~A. V^-"""'- __/A.~ ~ HALLWAY Q ICH-l101 U ~ f\/ ~ K. ~ 5'-t' (I < PICAl. INTERIOR I r;:::\.. \l.L STYLE UNLESS ~ ~ liERWISE NOTED P3 '---' - . c-r-.I X .> X 2' ,'1" I "1;e l>S ,...---, P3)- ~I' L' 1 f2' I II I ~ A A A A A B H 02003 THESE PLANS ARE COPYRIGHTED AND ARE SUII.JECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTlON 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlON ACT OF 11'90 THE PROTECTlON II<lCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WEll AS THE ARRANGEMENT AND COMPOSITIOI<l OF SPACES AND ELEMENTS OF THE DESIGN. WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 SECOND FLOOR l' -9"" 2' II ! 6 '.q- ~~ \ WOOD HOLLOW METAL ALUMINUM ~ N II II = -----. ~- ~ .w CLUBROOM ICH-l061 ~ I, - , N, , ~~O \.( rr=~1D l J OL[\t1~ I @)- I (P3 !e /~, ", (/ \\ ~f 9'-2X"<_ 4'-ID;~ .-- @5 '1:-~<= rI ~) STORAGE [Q ~ i ICH-l021 , ~ " 9 t:- .~.. . ). Ie) 1-------1-- ~ ~ P14 <0 ~ - --- 1---' ENTRY I CH-1011 ~- 5'-4~" t-oI2" 4'-9>2" 5' -11" J~ ,..l..U STORAGP "u..'.r ~- ~".,.,-sid.h,,>>., ' ," '1\00>'..., 0(<:'; . ," '~, ~ ' '$ ~' ~ ,~ \"t' PROJECT NO. 03540 16' -012" 5'-~" a I- , . IT ~, ~ ~~ , C M CD ~~~ARGED ~LOOR PL~~/4~=:O~~~P~~~~ 0' l' 4' 8' \ \ '-':':,"'\. ,~,. LL \:, ,<:,(~\ , ~,,,,"'" :1,~.),:" i~~ ;, . l , RK' ~'l"""tu , I'I....~ "-,' "''''' ,,,,,", ~'" ~ ' .',,, r~'" ' ......... w t: j -...~ - '. I r;"" ,~,",.,' ',',',',' ,,', '.,,',',',',' ",'~---,,' ,,',,' ,',',' ',',', ,~, ".,',',',' "',.,'".,.,-,', ""," , ""'/"""," '. l"",: ' , ,"'-- t. (::?' } ".<~2 ',,' ,'f1;;#.e~~~'t",#;",,'([e fL::~~~<lfJ~?<'!! BPRC Submital: Date Plotted: Date Issued: May 23. 2005 --~---- January 10,2005 Revisions: 4 Bldg Dept Comments, May 18, 2005 03540 XREFS: ^-FP3 ^-Units-2 A_FPl ^-Units-3 LFum-2 LFum-3 mB ^-FP2 ^-FP-PEJoj ^-AnishLegend ^-Dims ^-FP-Symb S_CoI-2 S_Col-3-6 Ol ~ - - I - ~ / - e :g :> U / en Ol e .~ o ...,. ~E Q)00 Ol~ o .. enC\l en _ ~@ ~8 ~C\I '0- eO ~~ ~Q It) .. Me ~O ~~ /0 a..: a::: UNIT FINISH SCHEDULE CLUB HOUSE WALLS CEILING -~ -- ROOM NO ROOM NAME FLOOR BASE N S E W TRIM MATL HEIGHT FINISH NOTES CH101 FOYER T WD PT1 PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 -- CH102 STORAGE T WD PT1 PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 -- -- CH103 MECH T WD PTl PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 ._~- -~- CH104 STORAGE T WD PT1 PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 -- CH105 KITCHEN T WD PT1 PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 - e---~- --- CH106 CLUBROOM T WD PT1 PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 --~------- CH107 MEN RR T CT CT CT CT CT PT2 PT2 NOTE 3 NOTE 1,4 & 7 -- CH108 UNISEX RR T CT CT CT CT CT PT2 PT2 NOTE 3 NOTE 1,4 & 7 --- CH109 WOMEN RR T CT CT CT CT CT' PT2 PT2 NOTE 3 NOTE 1,4 & 7 -- CH110 HALLWAY T WD PT1 PT1 PT1 PT1 ..PT2 PT2 NOTE 3 NOTE 4 .-- CH111 BAR T WD PT1 PT1 PTl PTl PT2 PT2 NOTE 3 NOTE 4 -~ " .------- ... v. (~')- [@} >< / ' [@] SPECIFICATION KEY CPT CARPET ---~--- VCT VINYL COMPOSITION TILE WD WOOD PT PAINT VB VINYL BASE WC WALLCOVERING _..~-~-~~ T TILE - ST STAIN --~--~- TA TOILET ACCESSORIES EQ APPLIANCE ---~- GL GLAZING -. ---- S STONE ---- ACT ACOUSTICAL CEILING TILE -- PS PRE CAST STONE SI SPECIALTY ITEM NOTE: SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. GENERAL NOTE PX' FOR PARTITION TYPES SEE SHEET @ A-521 I IlL t lLJ IN r L-- =; r[@ t"") I I I I I I I I I I I I I I I I I.,., ".~;.. 1/ Ix.x7V:x> / . ~ Ix X xl -'I<- - ~ :. ~!LJ ~ - >- e ~ rv~ ~ ~ ',.fl::.. 5'-t' I (~- )--r-r L "....../ r Keyplan ~=;;:;:- L'~ rrt,. 2' II "1 A A A A A SECOND FLOOR TOILET ACCESORIES NOTE: SEE SPEC. FOR MORE INFO. ON TOILET ACCESSORIES. ITEM # ITEM MOUNTING HEIGHT A.F.F. ITA-l I TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT ITA-21 18" TOWEL BAR ~ 54" TO TOP OF UNIT ITA-31 24" TOWEL BAR .I. .l. 54" TO TOP OF UNIT ITA-4! 30" TOWEL BAR .. .I. 54" TO TOP OF UNIT ITA-51 TOWEL RING ..lI- 59" TO TOP OF UNIT ITA-61 NOT USED -~-'-~---_.'- ITA-71 SHOWER CURTAIN ROD - 6'-6" TO CENTER OF ROD -'----.-- ITA-a I NOT USED \TA-9 I SOAP DISH CJ 44" TO UNDERSIDE OF SOAP 1------ DISPENSER ITA-lOl MIRROR JA-10Aj MIRROR - ~A-l0~ MIRROR --- ITA-lll DOUBLE TOWEL BAR J. J. 54" TO TOP OF UNIT ITA-121 GLASS SHELF I I 54" TO TOP OF UNIT -- ITA-131 RESIN TOWEL BAR .I. .l. 54" TO TOP OF UNIT _ fTA=15I SURFACE MOUNTED SOAP DISP. r;=A=16l TOILET TISSUE CABINET JTA-17l PAPER TOWEL/WASTE rTH81 SANITARY NAPKIN DISP. JTA-19L 42"GRAB BAR fTA=2O\ 36" GRAB BAR IrA=22l SOAP/SHAMPOO DISPENSER 2 PER SHOWER HEAD FINISH NOTES 1. HALF TILE WALL - SEE INTERIOR ELEVATION 2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS. 3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. 4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN LAYOUT AND CARPET TO TILE TRANSITIONS. 5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE NOTED) 6. ALL INTERIOR TRIM PAINT - SATIN FINISH 7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & BATHROOMS l=t I ._L -L I I I 1'1 I I . . . > BAR~ ',. I CH-l111 _ 2 _ . . 4 i\-430 Ur_ .~ OJ ~ ~'31 2t - 5" (P2)- 7'-5" ---~--------.~ (P2)- 7'-8" DOOR NOTES 1 PROVIDE CLOSERS AT COMMON AREA DOORS. 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS. 5 REFER TO SPECS FOR DOOR GlAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS. 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS. 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS. 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" OF DOORS. 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN REMARKS ALL OTHER DOORS ''WALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR LEGEND DOOR & FRAME ...~ WD WOOD ----------.-. HM HOLLOW METAL -~_.. ---------" AL ALUMINUM ---" .- GLAZING --..---- A IMPACT RESISTANT GLASS --- - -~---- B FIRE RATED -- --- C CLEARED GLASS - .-.- D TEM PERED GLASS ~ I I II L-~ II II ...-. ,----,. -~~ ~ ~ CLUBROOM ICH-l061 '. ITA - 1 51 fCAL INlERlOR W SlYLE UNLESS ~ 0 ERWlSE NOTED @)- HALLWAY ICH-l101 @) .JI I ,- p3}- ; ~I I~ UNIT DOOR SCHEDULE DO~R 220 221 222 223 224 225 226 227 228 229 230 231 NOTE: II II ~ JElAILS HDWR HFAD ------JAMB.~ -rH"R-F'S,----- SET REMARKS 3/A-501 1/A-501 2/A-501 1 . . -- -----_._~ ---..--------- -------- ---..-----. - - -" ._----------_._-~- 3/A-525 1/A-525 2/A-525 2 _~____ I-_____~__ _.___________ ------ ---------.-- _____u ------.---.--.~---- 3/A-5~5__ ___1/~-5?~___ 2/!-_-5_?~ __+_~ _ _ _ ..__ _____________ ~~~=~~- ;5~=~~~ ~~~=~~- I.~ .-- ------- ~~~=~~}i=~~~=~~~,-yX=~~{-l~=-c- ~ - --- ~--- ---~=r -----~__t~- --- -- ----- --- ~__n - un - - --- --- ~~~=~~~-+~~~~~t~r~~~~~;- ~~=----. ... ~-...= ..=~:- ~~~=~~~r~;;:~~~. -~~=~~-+ u_ .---- 3/A-502 ___1~A~50121:~5~~--=5--~-~ ~__=-~== _~ ..=-- -== -~ i---=-~=~=~- -:-=-==-=-----= -~----~-~~~~ [~-----~~-~~~-~-~~-==-=- SIZE FRAME LABEL GLAZE TYPE TYPE 20 MIN DOOR TYPE 1-3/4" G j------.--- 2' -0" x 8' -O"(PAIR) 1-3/4" B 2' -0" x 8' -O"(PAIR) 1-3/4" B - -.. 2' -0" x 8' -O"(PAIR) 1-3/4" B 2'10" x 8'-0" 1-3/4" B ---..-...- 1-3/4" B 1-3/4" B 1-3/4" B 1-3/4" B ------.-- -- 1-3/4" P ---.,---.- 3' -0" x 8' -O"(PAIR) 1-3/4" M ALUM ------- ----- 3'-0" x 8'-0"(PAIR)1-3/4" M 3' -0" X 8' -0" 2'10" x 8'-0" 2'10" x 8'-0" 2'10" x 8'-0" 2'10" x 8'-0" 3'-0" X 8'-0" - -----.-.--- ._----~ - -- --. ---------- --. FOR DOOR TYPES, SEE SHEET A-601 TYPICAL UNIT DOORS ALL FLOOR LEVELS I -:e:= WD WD WD WD WD WD WD WD ALUM ALUM .-- ';; I () ~ I 'N ~ ~ ~ ~ - ~ -- ~ I I ";~ --. I rrT -~- ----- ~ 7'-~" _~-----l<-- .-1---- - - I--- ~_J--- - - - - - - I==:- ~ I--- ;=~-I~ --- - - - ~1Fl0 =- - - - ffi~l~rr n I I 1 I 1 I I I I I .1 I I I I I I I I 1 I I I I 1 I I I I I 1 I I I I I 1 ~ I L~ . - 230 . - I /< :E,.-, ~ t jA~ ~~(Ul T~ -t ~ ~~ L..- r-l-/-).J~: -to +- / V <D () --18, IC+~,\_u ~ J '\ - 11;,' ( A-18 I %-'T~,\ -~ ." fJEI S R UNISEX w< TA 17 EN'S R . ~ [iE2~1 ///' I ,. TA-l~ 1,7 II ~1,]~1 / II o v ~~ \ 7 I ['-~;-18 9 I .)/ 7 I I V ..:i.I 228. _. ~c '.A_43..1.'''..}:4..... / - A43!~V /l 9 IlA-2j~ '" b 1 . ~~~ - -0-2. t .~ ~ - ~ -:,;,<~ ~ ~, - .r.;;<.--- ~ PI ,-~=::i}T '0 ~ ~ ~ ~ [7\: ~ ~ :< I -: ~~ . ~~~C'=~~ ~,IXX >)/ '1" I '{' ,:2 k":: ~f.-U T , l' -9" t. t t. 1 l 4'-~" : 2'-1/2" / _1___ . II ~~. ~ ~ /1 \( ~ /1 ".'"'" ~~- wf's S F~ -"{. -Mo I J Ol~ '4-- ~ ~ '''''''''''''.",.,.",~': \~~~1~~1 \ . /PJ'. I ~ I eM - I ~ I ;~ I I I I (P3)- /K......------::....... (,~ <E!9 I I I [D]. \ II -- - , I I I I \ I I I L/ I~. I ~ 3 1 2 A-431 II- . , - - >-- - - - -- - , "en ^ @>- ~ ~ --' ., 'v I '0'> \ KITCHEN ICH-1051 ENTRY ICH-1011 1I:J ~ I : I I ~ 9'-212" ~----- 16'-0/2" - @ 'l;-~ ... = N ~ "\. STORAGE / [Q ~ \ ICH-l021 ;:II: "-~ ~Il 5'-~" 2'-ol2"~__ _~'-~~_ .",,;~ ~~ tt(y"\~l! . -~ ~ ..h,; , F I I -- T'EG""'T-"f" ENLARGED FLOOR PLA~ LUB ROOM [--- I I WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1'\.- 0' l' 4' I 8' a..,e6idel) ~ (">t~ Ci.~....'" .......... \C\ ../; ..,. ~h'" " ~.....~............r.l.....~'./. .""'. l!iJ''''' ~ l ill I' l't '~ll ~l '..1, ~_;)/, /"'__*-. <<:.)-:>_ U) (/h~/lrhLLr,...,,rr/ ~~__-:y. ('-'f".kJr~?t'" 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 02003 THESE PlANS ARE COP'l'RIGKIED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORI(" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEM&ER. 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYIllGHT PR0TEC110N ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELl. AS THE ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 L_ 03540 January 10, 2005 -_..._,...~-- ~. -,....-,---.-.--- uary 10, 2005 Revisions: --~----_._-_..._- XREFS: A._JP3 A_Units-2 A_FPl A..Units-3 LFum-3 TTLB A..FP2 A_FP-PEN A_FP-Symb A..SP S_Col-2 S_Col-l S_Col-3-6 LFum-2 L_LS ~ '0 ci u .... C\I I - ~ .c( / - e 0) .... .... :> U / en Ol e .~ o o ...,. ~ (I) Ol o en en o a.. "2 o ~ E -gO .- -.0 ~':": otO "<t@ 1t)Lt) 88 ~C\I o , 0(") C\IC\I />- J!!o ~~ '5' .. .... e ~o e'O o 0) 0)- ?g /0.. L I G H TIN G LEG END LOCATE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. 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(fSn':. ..J I .. :"6.,#€~,e~~#/,,d ~,~?'c~-6!Je1:'?~ PROJECT NO. 03540 J 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 A A A A A .~;\~ 01210: .\~~${~ " .. ,.\f(\ .-'\ \ . l ~ fJ J\\' .. . , ., '\ '., '..,\ '" I SECOND FLOOR 02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WEll. AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, .' :. ,. ". r"0.:'7/. 0: ... .... '//0~ 7' ," ~"'2~ / /RC474 /// ,RC-4 / / / ..-/ ,;/<>:((7:;\ ....... .. X < / Y L-4 · '/ .' //. . RC+-l .\. // ~w . " ," /./ >-;> . .... ". .... . 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ADDED LIGHTING NUMBERS TO COORD/NA TE WITH THE SPEC/FICA T10N SECTION SEE SECTION 16000 LIGHTING SPEC/FICA T10NS PAGES 1 through 4 BPRC Submital: 03540 Date Plotted: Date Issued: May 23, 2005 January 10, 2005 CONSTRUCTION DOCUMENTS Revisions: Addendum #2 - Feb 14, 2005 4 Bldg Dept Comments, May 18, 2005 A-429 XREFS: ^-FP3 ^-Units-2 A_FPl ^-Units-3 LFum-3 mB ^-FP2 ^-FP-P8'I A_FP-Symb ^-SP S_Col-2 S_Col-l S_Col-3-6 LFum-2 US LIGHTING LEGEND ~ BATHROOM FAN Q) JUNCTION BOX FOR FUTURE CEILING FAN W/L1GHT III DECORATIVE SURFACE MOUNTED FLUORESCENT LIGHT I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) UL (() RECESSED CAN LIGHT lO RECESSED SHOWER LIGHT fA.. UTILITY LIGHT SURFACE MOUNTED UL~ CEILING LEGEND LOCATE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE c-~ CEILING 9'-9" AFF ARCHED DRYWALL SOFFIT ABOVE MASTER VANITY [g] AIR SUPPLY EXTERIOR WALL MOUNTED FIXTURE ~ ~ s0- aR- ~ ~ it- CEILING 9'-6" AFF WALL MOUNTED LIGHT (VERIFY HEIGHT) BATHROOM VANITY RETURN AIR ~" / ,~-r-7~ ~ . /',' ", / / , .' . . / ~-~// CEILING 8'-8" AFF [ZJ [ZJ EXAUST FAN III I PENDANT MOUNTED CEILING LIGHT FIXTURE (BY OWNER) SURFACE MOUNTED CEILING LIGHT FIXTURE CEILING 8'-4" AFF Q -or-X FIRE SPRINKLER HEAD BALCONY CEILING 10'-0" AFF SURFACE MOUNTED BALCONY LIGHT FIXTURE C~ Ir---~ ~- -=-~ INDICATES EXTENT OF CROWN MOULDING .. FIRE SPRINKLER-SIDE WALL WALL MOUNTED ENTRY DOOR FIXTURE o blRECTlONAL SPOT LIGHT CLOSET LIGHT GENERAL NOTE S SMALL SPECIALITY PENDANT 1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION, SURFACt~OUNTED FLUORESCENT LIGHT '., UNDER CABINEl40.~GHTlNG cO CABINET ACCENT LIGHTING -@t CHANDELIER LIGHT FIXTURE BY OWNER """'1:"_1"- ",> :, .". .,It,', ., ~.-J LJ4LL-L.--.C-_",-~,<///r//x/// ////~//////,'//:/>1 t//~///~/ x/ ////////////<<//////~/ /// //////..<//</x// /~ . 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Y , / // / ,/ X// /// />/ /<// ~ J . ~ .. // ./ // // // 1 I~". /// /~--;--~ [/1//// / / , 'A '/ /X////X//, / /// X / / / / / ///'/// /// X //// ,/ '/////'// //7~~"'---~- <4;", / / ' '," / /.. ,/.."" ""'~ '~""\ "f.., "I~ii:ti:~' ~~'" ~"" ."" "\lt~ "'~~,,~ '~. / / / / // ,," /77 / /'. //, //// / /// / / /' /' / / ' ./ ., '" 0) ~ ci ~ ~ (~\) OR PLAN - CLUB ROOM I 8' ..~ SCALE: 1/r = "-0. WHEN PLOTTED AT 24 X 36 "', " " 4' C\I I ~ < / - e :g :> U / en 0) e .~ o o ...,. ~E Q)00 0);:: o .. enC\l en _ ~@ "28 ~C\I '0 - eO ~~ ~Q It) .. (") e ~o ~~ /0 a..: a::: I-- I I -U1 I I .a...esideq i ~ )-- ~\,., " <:" ~ 0.1\ II ..t; \l''l'" ~ I' ~I~w ~ ~ I ""f #1 I ,~ I ("~))/.f:"-"- ... <<),~) -) I ;rFr"<k,'cr,,r/ ~rYrL~~jcf.?r" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A Keyplan ; ) ~:' ."~ j. , " 1;.-:!.1 ; , . ",.i,;;'/ \.\ \.,'~~~,i.i.,! ,. ;:;.~, c 'i~ ',", !i?~ ~l';''',,<!~'- . A A A A A 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A. Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 SECOND FLOOR C 2003 !HESE PLANS ARE COP"l'RIGHJB) AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHIlECTURAl WORI(" UNDER SECTION 1 02 OF THE COPYRIGHT ACT. 1 7USO, AS AMENDED DECEMBER.. 1990 AND KNOWN AS ARCHITECTURAL WOIlKS COPYRIGHT PROTECTION ACT OF 1990 !HE PRorecnoN INCLUDES BUT IS NOT UMITED TO HIE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPosmON Of SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 <. "" r~'7>~- I' / , ' r '" /""" -: ~><~'> " -"" " ~>"':::/ .', /' / /:<' , ,//~) .' ' "'" )<, / :'/ " " ',/ ?', ,/', ~ r~~ )< <''- )'", ,(',>( -.: ,< , >< y , I ?< 'X/ r/,x, ! <.?:' ~" -,,:X:, < ,-- '/ , fZ' f'."_~>/ 03540 otted: january 10. 2005 . --~-_._._-----_.~._".. _.- -----------_."-.~----- Date Issu ': january 10. 2005 Revisions: ---- ----- ._--.-...------- , . CONSTR'tJ.CTION DOC .""i.~4{' '~'iO " L\7 \ ~..... ~"~, ..... f,J ro I ro - 0 w ~11~yl 0 w '\ / ,- - _ u...__.... --..-. - -- 0) ,~ 0 1~ f--- I ~ -- ~ ---- ~ I --==--===::.c:===- I I ='- ==== I I ========C_ I I ------ /// -- -----'=---= ==---=-=---- / L_ _J / -' ~ - ~ ~ ---- ~ -,~I co ~ ;== u ~ I' - I ~- = ro I 0 i-r) I k i-r) L' '== =_C-- ___________ == = -- , "" "'"'' ~ I " c.D -"~ Y 114 I ~ M , 3'-0" " " EO EO XREFS: mB ^-ln18ev A_FPI S_Col-l ^-FP3 S_Col-3-6 WOOD PANEL i--UNDER SOFFIT LIGHT / ~-{]]JI] ~_/-------- SCALE: 1/2" = 1'-0" ~PANEL MOULDING PICAL WHEN PLOTTED AT 24 X 36 J 1 PANEL MOULDING~/ L ONL Y AS DECORATIVE FACE ! A T BACK OF BAR 6 -2 I __.n rOUTLlNE FOR MIRROR / OR PICTURE / / ~./ ~ I / / f I I / / I / / 0 I ( - I 0 '~L ----"- '-'-- ~~ ,- - - - - - - - --- -- --- ---, ~- I M 114 ~ ---------- I ~ WOOD PANEL I FLUTED -----------~ I I - - -- I -~ I MOULDING A T BACK OF BAR , \ I \ I , 1//- 1'-8" --.-- 1'-8" I I 1'-8" 1'-8" . I 3" I I 3" 00 ," ," / -- I 00 I '----'-- I I -=----c L_____________ ___ __ ----.J - - / / // .----- - == o X rx 0 0 // ~ 0 o / X 0 ./ 6. - I / 00 / o r~~] [J o "- ~ II 7" I / '-,/ " -'---- 1 ~I"'- ':q.J ""' / L~__: L .~ / ~ '''"' // ~ .-- / " = // -- - / "--... PLINTH ~ "'", BLOCK 2'-6" 2' -6" 3'-0" 2' -6" 2'-6" /~-[[ill] /----- ~~--~ ADJUSTABLE SHELF --FALSE DECORATIVE PANEL '> ~ _.-// FRONT OF BAR ----~ "--PANEL MOULDING ONLY AS DECORA TIVE FACE 15'-0" t AIR DIFFUSER/ KEYSTONE MOULDING 27'-712" BACK WALL OF BAR SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 ~" o w 2' -612" FLU TED MOULDING o w []]JJJ /~ CROWN MOULDING -----{]]I[] KEYSTONE MOULDING [[ill}--,f ROSETTE "-. ." i--------------l I 1- ---- --- -- ---- -- - --- -- l I I I ARTWORK I I 1 I BY OWNER 1 I 1 I NIC 1 I 1 I I I 1 I I I 1 L_____________J I L________________J ~~10 L//~:C"~~~~l ~-J / : ---- ---- --- --- L_ LIGHT UNDER r ARCHED SOFFIT F I ARTWOR~OULDING I I BY OWNER I NIC I I L_ __ _ _ _ __ _ _ __ I L_ _ __ _, _ _ ___ _ __ _ _ __ 0~ [[]JQ}-~ 00 ~~ ----- J8" ---- ~~ ----- I I I i I I I I - ~ --- _I i-------------l I i----------------l I I I ARTWORK I I I 1 BY OWNER 1 I I 1 NIC 1 I I I I I I I I I I L____________J I L _ _____ _ _ _ _ ___ __ __ _ J FLIP TOP r ACCESS TO BAR / o \ GRANITE COUNTERTOPS r--CURVED BACKSPLASH / WITH GRANITE TILES /-BAR SINK , / / / / MICROWAVE r--OPEN SHLEF BELOW / BELOW - / /~-~ / ~ \ \ \ PAINTED DRYWALL-' \ CEIITI ,-- PAINTED DRYWALL-~ \ \ CEIITI o ICE ] ~ MAKER REFRIGERA TOR~ D/~ If-- ."] '" R/ / '.'- "/ , ." -- -. ['-, ".--.'--, ". - ,,/ - - - ~ -~_. . - - -. "- / / "- , . / "- ", ~--,----- / '''"' rl IU ~co I i-r) \ \-- PAINTED DRYWALL ~ \ \ ;t ..-- I N " to ~ 1 3'-0" 8) BEHIND ~~~2~~_:.R KN~!!~~ 36 "-- PLINTH BLOCK G) CLUBHO~~;1/~~~:!:~~~4~: (2\ "C.~ TYP. ;1 M 112 (1\ "C.~ TYP. l -> 0) Q) ~ ~ < / - e :g :> U / en Ol e .~ ~ Cl ...,. 8 /E 0)00 Ol_ o It) en .. enC\l ~@ Eg ~C\I '0- eO ~~ ~Q It) .. (")e ~o g-g C\I; /0 a..: a::: / / / \ /\ / \ / \ / \ / \ \ / \ / \ \ / \ \ \ \ / / \ / \ / \ \ / / \ / \ / / \ / \ \ -@ <S=- -@ <S=- / \ \ / \ / \ / / / / \ / \ / \ / \ / \ / \ / "r0J J , '\ 0) ,- CROWN j MOULDING f _ ~~.L~~ WiI [ -~ 1IIr1~ l~EYSTO~~,= I1IfL --. ... ---- ~ ~UNDER --......... ~ MOULDING "-- ~.--- UNDER --.........~ / CABINET LIGHT m~~ UNDER CABINET ~~ CABINET L, IGH"G' fOO1 ~ IGHT ~~~~ 4" LIGHT lillij // I~~~~ LM.J..1.iJ _ / ROSETTE /----[]]JJJ f / \ \ \ , ~ . = , ~ ':q. ~ .--- ./ []]EJ--".~ ~~m /UNDER --..." ~~ LCABINET . . ROUND COLUM~ ~'''~:~ -00 I [[]]]1c FLUTED PILASTER - -"-, MOULDING,.." =-= -10~ I I C=-\ .~ ~ i i 0_ c=- ~CORINTHIAN c=- I COLUMN (1\ - CAPITAL <':> I 'eY & /~ POCKET "- I RETRACTABLE ~ADJUSTABLE SHELF -- - = // DOOR -I / \ / \ / \ / \ / \ 'ro 061 I / / / DRYWALL PAINTED \-----, P T I 3 \ \ I t- \ \ \ \ \ \ --........... ~ 3'-0. --........... - I I I -@ <S=- -\- \ / ~-- /"'- /' II ~ II ~ ~== =-- & I 'N.~ ~ / II '" ~- 11------- -- -- <:) ~ I" - t.,-,r " ", 5" l' -6" l' -6" 8" "'c~--[ffi] ~----,- ~ """""'"'" II [[ II c: II ~ II ~ ". // II ~, <( = = ~-: = = =t2 " '0 ,,/ v-STORAGE CABINET .JJ d~ / @ CLUBHOUSE ENTER~~I~.~_:.N!NST;D~~~~ 2'-0. 13'-3l2" 2'-0" -~ 8~ \' '--- PLINTH BLOCK <:) l------- l' -6" l' -6" 5" l I ---I I iVPbn WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A I~----- I I i BPRC Submital: 03540 ~esideQ~ tI ~.... ~'~'. (:4'i' .f; .'" .., .'1;,p ~ f~lijr." ~ ! 'Jr;~'j~~f' '.', I (~;_....:/ ~.1"1?~1 I PROJECT NO. 03540 I I I , __J -< '.',' '/:. -,..'.,.,.;.,'.,,! / .,1..' ", '..... . .. , . .:' ~ . 111')'" , 't'\' '.~, >, "," ~. ~ . X.,.,~'''' ~ , ,::. ," ' _", .' 'yf , if,. "'-'i ",,{-.;.,r, . . "'>> . . " ~ ,', -" .... ' , .' " '-""'" <,:.,;' :,':j:/',', /.' ',_'::"'"tY,. -,.\.1 " ',,' "0,',"" Date Plotted: January 10, 2005 "___'___~___'_'_"__"__'_""'_".'__'___ __ __"'___'__ .---.'.---.0.--_----- Date Issued: January 1 0, 2005 ----- -------- -~--------------- -,,--,-- -------- CONSTRUCTION DOCUMENTS C B A A A A A B -- - --- .---- ----,-,--,- -----,-----------,------ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 Revisions: - --------,.._--------~---~----- I I .------- ------- j C 20031HESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PllOTECnON AS AND "ARCHITECTURAL WORr;" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER.. 1990 AND KNOWN AS ARCHrTECTURAL WORKS COPVIllGHT PROTECnON ACT OF 1990 TIlE PROTEClION INCLUDI;S BUT IS NOT UMlTED TO THE OVERALL FORM AS WEll AS TIlE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, --~ ~-------,--------- --- ..----- A-430a SECOND FLOOR XREFS: mB ^-lntSev A_FPI S_CoI-l A_FP3 S_Col-3-6 2' &2" 1'-3" 3' 3" 2' 0" - - - ~ I J '-. =,! '\= // ~ / ~ /- KITCHEN CABINETS 1/' BY KITCHEN CONSULTANT ~~J] ~ / \ ~ // \ /' ,/ IV \ \ , / / ).. 1= -- ~ = ==;/= \ / /, ., / ~~ /, ., ~ I = /, " ! 1)1 ~ // I.. : ~~ --, Im-1- -- -- i- ----- ,,--- 1 II I en I J in 00 0 00 /ffi I = ':..t- DISH ~ WASHER TRASH '0 I " COMP, 'n I ~, //' .., 00 I 00 J--- 3'-3" -J.- 5'-loVz" ~ CLUBHOUSE KITCHEN SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 PENDANT LIGHT FIXTURES //--[]]JJJ w ,r:12" J: ~[ ,/ 1 / '00 I ro r- GRANITE COUNTERTOP /X 9'-2" X / CORBEL <0 ~ /' / ]" []]ill FLUTED MOULDING " '. ~ WOOD PANEL -_: , " ":::~ WOOD PANEL ----' , " , ~ WOOD P A EL----" \, ':.r -~ J 2'-9" jJ 2' -6" CLUBHOUSE KITCHEN SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 ~ '0 ;;; 0) Q) ~ ~ <( / - e :g :> U / en Ol e .~ ~ o ...,. 8E /0.. 0)-0 Ol_ o .. enC\l en _ ~@ Eg ~C\I u- eO ~~ ~Q It) .. 8e /0 ~~ /0 a..: a::: 3' 0" 3' 0" l' 6" ~ /~-{]JJIJ 'm I . ;., '0 '0 I ~ I I 'N N N 3' 0" - - - - I<------ ~~ MI UN ;===-~~ / \ ~ WI [J ~~ , ~ , / WI , rJ~ " , L;<// D / , , / , , / t ~ ~ ~ ~~I / ./ / , / / , , ----- = =c - === r - --- - ~~ ~~ / " / W , / , E ~J ~ / " / / '" , --!---+~ "". -:F+=I~-~--.l=l=:t~---j-~-:I-:t:r-:r=FT:l.. +- .~-i-+-i.-+-.l--+~r-+----I-;uj-+ - __.l- I I ' ill I '! j I Ii! i j _+_...1 tsQIDING1 P-~N'Ttbq50~-~OVE-'-- t ,..- i4K / ~': I I ! - -I----j,. -- i r Tmi~lt !rrrr I:-itl ~OYER'~IClRO~AVfJ-+-.---j-~ r-I* (-4 ! I , "":-II;"::~ ~ ~ ~ ~ ~ / / " / " / ~ / "- / " / " / " , / " / " ICE / / "- / " . WOOD ~ MAKER I PANEL ;., -~--- ----- ----- -- --- ----- ,,---- "'"---- ----7 ,----- ----7 SIDE " " / / " " / / , " / / " " / / " " / "- / " " / " / '-- I j 2' -0" t 1'-6" t 3' -0" L 3'-0" o CLUB~[~/~~I~O"K~~NS~O:~XJ6 ~ o o CABINET LIGHT //~'--{]JJIJ ---1 []]ill /t ROSEffi .I-IFL~TE~ 9 I .... ~l I MOULDING 2'-2" IL JI 1111 I -u--l W L ___ ~ =- ::~:~=-____n_j kJ,_PLlNTH BLOCK CLUBHOUSE LIBRARY AREA rJl:I~I~l-l~I . . -T~'-T----I-----1-'--I n'__ -- _-J--1-r_ ~11_1 ]_ ....-- r]T~11r[1 lnLT ..-1 .Lr __n____~ CLUBHOUSETOILET RCROWA VE OVEN DER CBAINET TH SLIDING CABINET OOR COVER 1 00ill FLUTED MOULDING --~DJUSTABLE SHELF 00 I 00 , ~-----o:JEJ ./,,/__u_~ ----1 m-----tmm I I I 'N I Ln SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 Revisions: 1-- - - --- - - --I I I - - --- - - - - l I I I I I I I ARTWORK I I I I BY OWNER I I I I NIC I I I I I I I I I I 1----------1 I I - - - - - - - -- l I I I I I I I ARTWORK I I I I BY OWNER I I I I NIC I I I I I I I I I I TCHEN CABINETS Y KITCHEN CONSULTANT . ~ I ;., PENDANT LIGHT FIXTURES Keyplan A A A A A SECOND FLOOR . <D I L________J I L__________~ , '\ PAINTED DRYWALL-\ [TI]]] I L_________J I L_________~ ~ PAINTED DRYWALL ~ \ [TI]]] BACK WALL TOILET AREA SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 7'-0" o CLUB~[~/~~I~O!c;l~:T~O AT 24 XJ8 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 2003lHESE PLANS ARE COPYRIGHllD AND ARE SUBJECI TO COPYRIGHT PROTECTION AS AND '^RCHITECTURAl WORI(" UNDER SECTION 1 02 OF'THE COPYRIGHT ^CT. 17USO, AS ^MENDED DECEMBER. 1990 AND KNOWN AS ARCHiTECTUR1IL WORIC$ COPYRIGHT PROTECTION ACT OF 1990 lHE PROTECnON INCLUDES BUT IS NOT UMITED TO THE OVER^LL FORM AS WELL AS THE ^R~GEMENT AND COMPOSITION OF SP^CES ^HD ELEMENTS OF THE DESIGN, OOD SIDE PANEL ND OF CABINET GRANITE COUNTERTOP 001 ~.-.CORBEL . ~ I //// / . o I ;., I I I --~-~ /. .I/IU~ ~ // ~[]' I: J ~[J Q / ,/ CLUBHOUSE KITCHEN .----[[]JIJ ~' SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 . ~ []]]I] ROSETTE ///,//---cKIJ1:J 1-----------1 I I---------l I I I I I I I ARTWORK I I I BY OWNER I I I NIC I I I I I I I I I L________J I L__________..-J \" PAINTED DRYWALL~ \ [TI]]] [[IT[] FLUTED MOULDING 4>2" " aJ2" "-'''"" ", '..- PLINTH BLOCK SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 5'-5" 6'-zJ2" ~~-- -~- --- ~-~- f- I I l , r [[]]I] T--I"---r I___LL .. ~u--~~--[--~r--- . 00 I -00 L--- CLUBHOUSETOILET ---1 I I I .d.eaidetl~ ! ,..- \ ~ ~ I ! ;J/;~:~~ ~ \ I ,V,; 4 lit ' , I .._ .:",.. .. I ('~J{;;~U'-Le~':;/ {(::9::'~:;"l!7r.1 . " -- --I I BPRC Submital: Date Plotted: January 10, 2005 _~~__~____...._____._______ ___u_ _.___.___~_.___ Date Issued: January 10, 2005 PROJECT NO. 03540 L__ 03540 1--- - _u _________~____________________ CONSTRUCTION DOCUMENTS ,___ _ ~__~_________n___~_________ A-43Gb Ol ~ '0 -> ~ CD o (") , ...,. ~ <C / - e 0) t:: :> U / VI Ol e .~ ~ o ...,. -0 ~E 0) 0 Ol-o 0- en .. en 00 ~@ '0 It) ....8 OC\l ~ 'U ' e- .- (") ~ .... o ~~ It) .. (")e ~o 8'0 00) C\I:;:: /0 0.:0:: XREFS: TTLB A_lnt8ev A_FPl S_Col-l A..FP3 s_ Col-3-6 - ~. f \. '\. ~ if'- "\ f \JII 'r- 0 ~ 0 0 II Iii 1111111 - l , I ~ r ~ ELEV TOR ELE ATOR 'b Dom , DOO~ "I , ' -0> 0 11111111111 I b> 0 I ,- ~b 00 , ,. ! I , , <0 I1III1I " ~ lO ~ I , II ~~~I I -..., I, . ." !::= = !::= !::::=: I I I 6" ELEV't~R LOBBY-DOORS 11 i<-=-- 7" J<-:- 9 ~. SCALE: 1 '2" = 1'-0" WHEN PLOTTED A T 24 X J6 - -------1 o I: b> ------'I.- " lO I -,.., <0 I -..., ELEVATOR LOBBY 11 @ SCALE: 1/r = 1'-0" /. WHEN PLOTTED AT 24 X J6 f I' "\ "- B EQ. I EO, o ELA V ATOR LOBBY 8) NOT USED NOT USED @ SCALE: 1/r = 1'-0" WHEN PLOTTED AT 24 X J6 SCALE: 1/r = 1'-0" WHEN PLOTTED AT 24 X J6 SCALE: 1/2" = 1'-0" WHEN PLO TTED AT 24 X J6 NOT USED o NOT USED SCALE: 1/2" = ,'-0" WHEN PLOTTED AT 24 X J6 SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X J6 I Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ("T :;;:. ~l." 'i~,~ ~::;~: ) ~,',," \..,,'\.-:~ ,'" ; ,~~ ' I' ~,-~ ~~~ '" .'\ ~ ? 1 ,f", ~"'} " , .\ "" ';:, t..',~~,.!.'.',i,,'.., :.,'~110( '..;.:\M%' " ' 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 B A A A A A SECOND FLOOR 02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND 'ARCHITECTURAL WORK" UNDER SECTION 102 Of THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT Of 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WEll. AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS OF THE DESIGN, 'b I b> "0 I 'en SEE TILE SPEC ITJill SEE TILE SPEC [IN[] r- - , -0 I "co -----'I-- <0 I ;.., o ELEVATOR LOBBY SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X J6 MIRROR OPPOSITE r ( ) I ! ELEVATION A / I> A ...<;>< v A I> I I> 1li I.... A I> A -I u I I>A - -- I [: .-/; ........... :-1 J l I ...." I I> -..L ---- ) . I> i ~ i_J .1-- - ~+-- -- / , \ ! .. I> i / ~ I ~ ", f--.-_,_~ A -- ~. - ----l i - .~ - I--- ... // .. I I> " 00 I' ~J I <0 , ~ A ./ / I> .- 1// - '., //// i ></ , ,I' .- /l t> - , . I I> , I t I i ... ..... ""'L.o. ::1 ... /~ I>r ----- j)-/ /x;< II / / " :> , ~' " " / 8 7 C - "- :1 J l I " A-4~ - )< - -- A I> <'x I> i A // .........., ,... , ~ '-- 1-...,........ , , ~-- -- - --- / /// .- .- .- A /// ! ,/ !------- I f--- 1----.__ - t-..._ - - i - ,I' '- ---- ----- , ~-_.- .- _n __ I I A r-- A ~- 1----- I> I "x I> .....r:: :J I> .J I> , - I- D A 1>"' I> A / /<v>:: h h--- '. I>A A , A ~ I> ... _nnn.........._____ ____ ___ ------------- --- - & REVISION J ADDENDUM #J - MARCH JO, 2005 DELETE ELEVA TlONS 2, J, 4 & 5 CD ESC~L[E, VI/O"A__ 1!_0?R LOBBY 11 I L WHEN PLOTTED AT 24 X J6 BPRC Submital: Date Plotted: March 31, 2005 Date Issued: January 10. 2005 Revisions: M Addendum #2 - Feb 14.2005 /~ Addendum #3 - March 30, 2005 -- - - - -- CONSTRUCTION DOCUMENTS I :""" ,:'~"'" Ij ~.".., .,.., :.:..,...' f ',l\,.!l;.6 ',' . . ~ .' ..;'\-. ~.""i " '.. ~ II ii...,.~ ~ UL!J <1. .',' -,. . sid Ell h. v"'"' ....-,,~ fI ," "'~~, ~. '~ ~ ~ o C-;;}A/~.~~'-'. ' , ,<<;52$'1 .,..,.~~t?~~~~a.,tr~ c::::::;;Y'a<"kie"'-I?;.Q<$ i "$.:....,- SEE TILE SPEC, ITJill SEE TILE SPEC [JJ]lJ SEE TILE SPEC, CITIIJ SEE TILE SPEC ITJID 03540 MAY 2 5 2005 A-430c PROJECT NO. 03540 XREFS: mB AJn18ev A_FPl S_Col-l ^-FP3 S_Col-3-6 1 9'2" 3' r r / ./ ;f .. /~/ X?// /x/ / / 'b 'b I' I' 0, -0> b "0 I I 00 00 ---~-t I I i I @ @ ~ ~ ELEVATOR DOOR '0 I' 0, ELEVATOR DOOR a I 00 -0 I 00 r1J~ <0 I n <D I t"') . <D I n <0 I ,." . <D I "t"') 11 11 6" ELEVATOR LOBBY @ ELEVATOR LOBB~CAL[. 1/2"= 1'-0. ELEVATOR LOBBY-DOORS 7" SCALf' 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 WHEN PLOTTED AT 24 X 36 /V2" '" SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 ;- BRUSHED STAINLESS STEEL CEILING I WITH DOWNLlGHT INCANDESCENT !---~- FRONT PANEL WITH COLUMN TYPE SWING RETUEN I STAINLESS STEEL STA1N~ESS STEEL CEILING '; ,BRUSHED FINISH WITH DOWNLlGHl,INCANDESCENT EQ I EQ EQ j ~ '~ ----- . WOOD ..---------/ L(') I in PANEL " ~ ---------------------- ~ '-'\.. I' to tp, )~ . t"') I '00 ,." I N S ~l .,.-/ PANELS BY MANUF ACTURER SEE SPECIFICA TlON MIRROR OPPOSITE ELEVATION / D CONTROL PANEL SEE MANUFACTURE SPECIFICA TION I WOODE PANEL SEE TILE SPEC, 'k--- I i BRUSHED STAINLESS ---- STEEL DOOR []]]I] . o I 0, REVEALS - AREA BETWEEN APPLIED PANELS TO BE FINISHED IN STAINLESS STEEL 'b I 0, 'b I 0, SEE TILE SPEC a I 00 ITillJ "00 I <0 u-:J . <D ;,<;,~ SEE TILE SPEC, WOOD VENEER PANELS . t"') I ,." ."~ ITIill "00 I N ,. T AINLESS STEEL BASE ) ) :aJ-m J 3'-6"_1 ELAVATOR CAB -; ELEVATOR CAB 4.;.: SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 ELA V A TOR LOBBY SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 ---~ BRUSHED STAINLES STEEL CEILING WITH DOWNLlGHT INCANDESCENT Tl SEE SPECIFICA TlON EO EO EO SEE TILE SPEC ---- []]]I] .-+----- WOOD VENEER PANEL I _/ SEE TILE SPEC ITIill ."..., I in ____ INCANDESCENT DOWNLlGHT .------ . N . o REVEALS - AREA BETWEEN 0, APPLIED PANELS TO BE FINISHED IN STAINLESS STEEL I to o' o D _.J ~~~~ ~:/ SEE SPECIFICATION WOOD PANEL SEE SPEC, BRUSHED STAINLESS ~ STEEL CEILING o ~ '0 >- Q) Q) g """ ~ <( / - e :g :> U / en Ol e .~ Q ...,. ~E Q)00 Ol~ o .. enC\l en _ ~@ Eg ~C\I '0- eO ~~ ~Q It) .. (")e ~O ~~ /0 a.: a::: -N j...... I N ~ N I N I N TOR LOBBY ELEVATOR CAB - CEILING PLAN o ELEV ~l~2~= SA!N :};;~T~4~9R SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 l .a.eSide.t) I ,...- C"~ I 1(1[-'\ I ~?)k;;:/NL';:/ ~..k~?~.1 . _____~__ PROJECT NO. 03540 _I BPRC Submital: 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A Keyplan Date Plotted: January 10, 2005 -~-~-~---"---'-"'-'-'------~'-'-"'"--- ---"--- -- ..------~--- Date Issued: January 10, 2005 TS Revisions: 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 A A A A A B H e--------- -.... -- SECOND FLOOR 02003 lHESE ~LAi'lS ARE COPUIGtfTB) AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND 'ARCHITECTURAL WORI(" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS AIlCHITECTURAL WORKS COPYIllGHT PROTECTION ACT OF 1990 lHE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS lHE ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN, Ol ~ '0 -> JI1 Q) o <'? ...,. ~ <C / - e Q) t:: :> U / en Ol e '~ !2 o "<t o o /E Q)00 OlC\l 0_ en .. enC\l ~@ '0 It) ~~ -0 ' e- ~~ ~.2 I./') .. (") e ~o 8'0 oQ) C\I::: -:":'.Q a.. a.. XREFS: mB AJnt8ev A_FPl S_Col.l A...FP3 S_Col-3-6 & f .I (0) , 111 == 6" ~ I 7" [~ (0) \ (0) ~ ~ , r ELEV TOR ' , i I DOOF i , NOTE: CONTRACTOR TO VERIFY MAILBOX SIZES TO FIT WITHIN SP ACE ALLOWED (> j). t> RESIDENC~" PARCEL " MAILBOXES " PARCEL AND MAI~~ DROP BOX FOR "~ POSTAL PICKUP " IIIIII1I ri~ I <0 i i l' _9/2" III ~~~I ~ I' -,.,., [ II " (> ==== = j). rr RESIDENCE MAILBOXES / i / I / / n '" ,// " '. ~ PE ING IN'"., / OU TER /'" ORTRA'sJ( '''.'. '. ~X" '" <" .... .... ~ ..- ..- 1'0 ~ co ---------------t-------------- 1\ I , / \ L'// / \ / \ / \ / . //// '" / (0) ELE A TOR DOOR '"0 I .co = ~ 0) ELEVATOR LOBBy:~.S~~~ M1ENPLOTTEDAT24XJ6 ~ /\. /\. ^ ~ ^ -'-----""~~~~~~~~-- , Keyplan I Ii '\\ \ I I l~ I I I -.....--wre---.--~__., I ~-------------------- GROUND FLOOR ", ~' .... ""-,-" ". 'b I 0> REAR ACCESS DOOR .', \\ PARCEL POST BOX ~ DROP BOX '....., I MECHANICAL HVAC CHASE I I ~> f>. t> > ?' t>, > -~- SEE TILE SPEC CIIill > b l> ~> , I I SEE TILE SPEC ------[Iill] ------ ?:.~ o r t:-, ~ " ,~ ~" !;, f> {> J, 1> t> 8) ELEVATOR LOBBY-PLAN WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER, 1990 ANa KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION II'lCLUDES BUT IS NOT LIMITED TO THE OVERALL fORM AS WEll. AS THE ARRANGEMENT AND COMPOsmON OF SPACES AND ELEMENTS OF THE DESIGN, I \. '~ >/ ~ ^ . ..:~. - r I [ I I I I ... -;[ --4 Nj ~, . " , SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 (/) t- ::r: :z:0 ::r:w >-t-::r: LL..- 0::3=::2' ~t-~ x LL.._ <: C)O~ ~ t-t-:i R,..... gs if) 0 I t-W:z: in u N <J:: <J::(/) O::x::2' t-C):::::l ~co::2' U=,:z: ~::2' W ::r: t- f2\ ELEVATOR LOBBY-sC~L[' A'I'2.I_~'~_O?XES ~ t1 /, WHEN PLOTTED AT 24 X 36 .6 f> (> to ~, l>. t:- b. . b t) I I [, .~ LINE OF STRUCTURAL [ COLUMN BEYOND [ I 1 I LINE OF ~ MECHANICAL [ CHASE [ I I I MAILBOXES I 30 PER UNIT ------i - I '::::::::::~'::'~.~'~'~ T ~ ,::: ~i :: i i.,~f;; II:: I:: ~III :: :'/I~Ir-- - - ~ ~ l.f/ -,.,., 1'-7" ,= 0= 0= 0= ,= c= 0= ,,= 0= 0= 0= 0= 0= 0= 0= 0= i 0= 0= 0= 0= I ~ ~ ~ - I 1----____.. I -.~ II rl- FLOOD ~NT . I~ , , "";':!\kL~~ l~ ~\\\V . f _1- ----'i,- . co I ~ . 0 I '..-, l- I 1-- ELEVATOR LOBBY SCALE- 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 f " ~ CROWN MOULDING ,/"/ \. f /k~~ SUPPLY SHELVING ,;" fI "-7" ,./ -- l r: -- -- ~ I - OPENING IN COUNTER FOR TRASH ~ r- TRASH CAN SUPPLY DRAWEF -- OPEN BELOW CCUN E~ ----- --- -.- ,~ I h ==-~~ r \1 -t---I- I L., __ -- FLOOD VENT j I 1 ELEVATOR LOBBY-MAIL CENTER & SCALE' 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 .' ....tSoideh .~ ",,"' ~('>~ ~e- '. \t~ .~ ri> BPRC Submital: Date Plotted: February 11, 2005 Date Issued: January 10, 2005 Revisions: -- ill Addendum #2 - Feb 14,2005 --- --- ~ ,.~ ::...,.- Q Wt "-", \~ I" ~._ ~ ~l': 'J ,. ~') t~~: D ~ ""\{~I& " ~~'-."."."." , ,tC. .,.,...~..'.'..,'.'.-'. '~..'.".'.""". . ~...~ ~.#") ,?l<",6,6~<:&fI<e~ ,,:.,~....A;; rL/HJa,',':,Q;-tJ'!! t:'" PROJECT NO. 03540 - -- OUTGOING LETTER DROP BOX " ~ PARCEL POST BOX RESIDENCE PICKUP BOX ---- PARCEL POST BOX DROP BOX ~ v- ~ ~V'v~v- > ( REVISION 2 ADDENDUM #2 - FEB. 14, 2005 CENTER OPENING ELEVA TOR DOOR -^- ^- ^- -^ -^ ^ ^ ^ ^ 03540 CONSTRUCTION DOCUMENTS A-430d XREFS: mB A_lntBev A_FPl S_Col-l ^-FP3 S_Col-3-6 L_ / @ r >- Q) Q) g ~ ~ / - e :g :> U / en Ol e .~ o ...,. ~E Q)00 Ol!:::: o .. enC\l en _ ~@ "28 ~C\I '0- eO ~~ ~Q It) .. ~e /0 g-g C\I:::: /0 a..: a::: = 6" ,-,-- 7" '-----, aYi.. ELEVATOR DOOR 3 '\ - III1I11111 @ ~ = RESIDENCE MAILBOXES MECHANICAL HVAC CHASE PARCEL AND MAIL~ DROP BOX FOR ~, POSTAL PICKUP b ~ ti' I~ ,J f> [> b t> l> RESIDENC~ PARCEL ~. MAILBOXES t, (J. f' ,> \), I , " be t\ f ,- - \. -- 1---------, / / b ;, v OPENING IN COUNTER FOR TRASH ~i /-\ t> > t p,'. --------------- -------~~, --- if" !\ /\ . ''"' '~ " " ,~~.. " , t;" \';'" tl t, " ., " "t'\,:,>;: ELEVATOR LOBBY '- t OPENING IN COUNTER FOR TRASH TRASH CAN SUPPLY DRAWE OPEN BELOW C UN E FLOOD VENT --t I JI 1 :1'1 ~I I t SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 '\ / @ ~~m - l_ LINE OF STRUCTURAL I COLUMN BEYOND I I I LINE OF ~ MECHANICAL I CHASE I I I I I I t- I 1 -><t- I N r MAILBOXES @ ~ ~~~ II - SUPPLY SHEL VI G ELEVATOR DOOR '0 "I m 1'-7" . r--- I in =--.- ~ .......--------- --~--- '''"' \ REAR ACCESS DOOR \ X <C ::::;: rc;l ~'b I <0 b I Co PARCEL POST BOX ___ DROP BOX "to I ...., :Z ~ - FLOOD VENT == == -1 '~- --- f'.' r I I 1'-7" ------------1' I ----_._-~._--_. -----_.- ----~ - -----------..-.,'.- _.._----_._--_.._....-~._._-_._-- -------_.,--_.'--- ------~-,_._..------------_._----_.~--~~-- .,. SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 @ ELEVATOR LOBBy:c~~"I~~o~~N~:nrDAT24xJ6 ELEVATOR BY-MAIL CENTER ELEVATOR LOBBY-DOORS SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36 . january 10. 2005 _on ___.._.__________ .___...___~__.. Date Issued: nuary 10, 2005 Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A . ,\LeaideQc>~ I ~ .~~#< ~\ i {J "Ai..... ~ "7dff I '~)')/f/"-~'-- ,. ., tf::.) - :,- -) I ( /..1"';: /'-t'.6LL~L41'~r/ t:: ;y.r'...;,..J"'~?<-' I --- PROJECT NO. 03540 1 I L,_,___ I -..-----...---....--.. I Revisions: ~ , ~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cfy Hwy 3O-A, Suite 108 Seagrove Beach. fL 32459 Phone 85Q-231-2057 Fax 850-231-3553 C 2003 lHESE PLANS ARE COP"l'RIGHJB) AND ARE SUBJECT TO COP"l'RIGHT PROTECTION AS AND 'ARCHrTK:1URAl WORl(" UNDER SECTION 1 02 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHrTK:1URAL WORKS COPYRIGHT PROTECTION ACT OF 1990 lHE PROTECTION INClUDfS BUT ~ NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESfGN, GROUND FLOOR OUTGOING LETTER DROP BOX '- PARCEL POST BOX RESIDENCE PICKUP BOX PARCEL POST BOX DROP BOX 03540 ;~430 ~ "Q q <( / - e :g :> U / en Ol e .~ o ...,. 8 /E ~c8 OC\l en .. en-o ~@ ~g ~C\I '0- e- ~~ ~Q It) .. 8e /0 ~~ /0 a..: a::: XREFS: mB ^-SC2 ^-SC ^-Units-3 ^-FP3 ^-FPl ^-FP2 S_Grid S_Col-l S_Col-2 S_Col-3-6 ^-FP-ELEC ^-FP-EE ^-RP ^-Units-2 CONCRETE ROOF TILES ~ EXTERIOR SHEA THING OVER '''x ~ METAL DECK ~ '''x _ ~ 4 METAL FRAMIN~~ c-~~., @507 "../------~ ,~ ~ :;,~ \ r~ 1 112 HOUR ROOF ICEILlNG r - ASSEMBLY PER UL AS~~SEMBL Y HP537 PAINTED CONCRETE SHEAR WALL TYP., DECOR A TIVE ~ 2 \,. SEE SPECIFICATIONS", 7' FOAM BRACKET \ \A~434~ Wi HARDCOAT -PAINTED CMU TYP., "--7 FINISH / SEE SPECIFICTAIONS " POURED SHEAR STUCCO EXTERIO "".' ',', ,- ;..""...'...'>;.',;....,':',;', ':.' ','c ..",..', """;-::'.,',..,'''',.,,'',.,.... L,~ ~, "'".., ",." ''''.. "...' .. ~ L: "III~ ',,) .. ~~, -...~ "" ;', ~fftr } " .t:'F JI~,':'" ,y[--cV/ f.{~ -~; " :.:-/' ". ',4, . ~' ,,'." ' m"~' , t<i',',::-' ", :....,:' , :;,;, '." '.':" ,:. ,:'.:',~,-,,:" ,;,:, . ,: -., " , ' ~ ~~ --Q. ~ L.~""" ',~ I " ~ ~ =====, c ~= ___~' i' ---- ---- ~------ ---- --- ~----l I CONCRETE WALL WI AT _____________ R '. /~/ ' ~11 w~',", J 1/~S77":'/ ':~ ~0'" ,. / Pj'< ' ~~/~f'" ""f'" '. , ,''''- ----' "..,:"',:':.:'/'(:',:":<:'..:,.--:'.,"..".:".....'i ,: ", ',',' ~~ ." . ',..., ~~~~ I:' '..', -""~L f6\ ~ ,,;._::,:::'::;", 8" CMU WALL WI STUCCO SYSTEM A T EXTERIOR ~- ,.:; " ,"" --.: I'l' ' F;/f " , '.' VI J :',R ; '. ',- ',V ~?",,~ " ~ ' . . . .' ~ : --' " ~ ' ~,-~ .........., ~ .......... "',,,L[ /AA/ ',;'.. ..-....', , ," ,'. .:,' ", i .<; .>,', ',,"':','::.,-": :. '..~'.:::.:' -.' . , " ", .' n :,.:< ':" ;;'.." ~/ '.. , , Jjllll~ 'i~ ' l~... ,', ..y----r- " 1< p' ;',:,.".,:,.'..,~ ;,.'..",;, '::,:,':.,"'-;> " " ,: -... , ' , ~ fn"'" __ Ay@ .,,~ l I I TYP, " " V .0d"'''' ~/ ~:\,: ~5'~'::; ...:;;,~,::,:;: ~~" ',: .. , I:':, ~/ '...~' .;- l'j R ;:;>// -I; '- ' is ,'0 If ~t1a1 , ,'"., ---L__ -------........ "0 /~ ..A pr-;,",,','... ..'. ~1l ~... , V..,,':., ;': c;; ~..,' 8 ',-." 1'< ro ,-, I ,. <D ..~...,~ 1'/;\ ~ ; ........ ..' '....;~L ,I I ~~ ;e..' "~ 1--7, '. .,:'::/:',:..,,',.,;'.:':~.',,),,,..'.~..~~,....l;";,. ',,:1><</:: :,.;:... " "-, '. ", '-- , z ::::E :', /,', .:,: -----' :.. '::, :': :':,:,':'.; .', ..:,','" ':. '.:, ,: i<T"., , ;>:" _', L:, t:. (..,' ::::;: 1':< is r< z ::::;: . 00 1 '<0 .. " . .... .~ -'" d > ~., :,". .".. - :,-; ;Ly r; :~:;'~:~'" : 1 1 f 0SECTION @ EAST STAIR ~--- ~ . ---.l 0' 5' 10' 15' STUCCO SYSTEM .; .~ ---' ~ '/. Li") co CD @ DECORATIVE FOAM TRIM WI HARDCOA T FINISH \... OU) 10::: . lJ..J NU) 0::: ""7 ',', i= '':.: " N ---' '" . "<:t' r-- CD 'bo@ - I U) 00::: W U) 0::: 01 '""" ':..::r r-- CD 'bo@ ,I U) 00::: ~w U) 0::: 01 " ';i' . "<:t' r-- CD 'bo@ - I U) 00::: ~w U) 0::: 01 ---' '" ':..::r r-- u:) 'bo@ . I U) 00::: ~w U) 0::: 01 . "<:t' 0Cl CD .0 @ ,I U) 00::: ~ W U) 0::: 1 SLOPE 1/4" PER 1'-0' MIN. .I. SCALE: 3/16" = 1'-0" WHEN PLOTTED AT 24 X 36 Keyplan A A A A A B H G~-----~/~------ 1 "-// -i' 0 1 "- // ~ I / I / ~/ // I ...- I I I I I I I I 1 I I I I I I I I ~....... I ~"I ~, "", ---+-- I / -~~-------'l /1 / / I I I I I I I I "- "- "- "- "- "- "- x". "- "- "- "- "- ; k.~.. ' "- I I I A --/PROVlDE 2 HR. I SHAFTWALL I@ ELEVATOR VENTING ~. I I I I L--l I I I I I I I I I I I 1 I I I I I I I 1 I I I @] I I +--_______-.J I .U') / ~ / )---< x".. ~ Oox".. II . . .' "- "- "- "-/ . /x". 4 / 4 . ---- x". , / x". , f6\~~GED FLOO,R PLAN EAST STAIRs~ALER3~~~ ~ 0' 5' 10' 15' 2'-1" 6'-4" 2'-5" 8'-5J2" fir r~ ~ !--=,3r A- ~~-- ~ ~ ~~ ~ I 8 ( =<I 111-1 1(/'/, Y ">/1. . o I <.0 ~-~- I ~~ ~--- I . o I <0 ~~- I 1 I/,Xf ,X,A.>- .1 3'-4" 1 ~-~ ~~@ 11::- . x '.~ LJe~""\: ':,' . 4 ---- CONCRETE SHEAR WALL, SEE STRUCTURAL DWGS. WHEN PLOTTED AT 24 X 36 \ ~ IX 1~x:1 xx /I<Yxxx U I Y x x x x x x > ,( Y . / / / / / / / / / / / / .f / " / 44 <J @ C/) Cl <:: w ~ ~@ e ~ > > > > ~~ ~ 0> \ : . o I -v Q~~ v~ ~ ~ -:? 0) r-.- . ~ v I n i.- > ',> ;- ", . . 4 " IIII I ....v Y X Y >t1t1 X X X X " 1-1 II ,x.XXYXY) ~ \t~ '. ~/V' /'-... I~ ) .~ ~ > > ~. t: ",'." ." ~. ~.. . ~~f=!J1 Y , I r- r "'l J . 0> I ':.or 9.1----.... II . . . ~ . o ~ I i-r> I @ r:;. o - rrn~ b ,r=-,I I ' ':..t . t"") 1 00 II T :-. "'" '. ~/. /~ @ rn ~~ ~ -, (7\ ~'V' '- \ '. f>l- (P9) r-n I 10'-10" 6'-11" ---' ;:::; '7 . I (P13)J N ; "'F"'1 [ :-1[ :1 x >< X '/<0:.' " ". I " '-a" ) J 0" - '. \....~ 4~..,-v^: I~H'UNJ'A^ .. ,... . : . .,' '~'" ..~: .' ." ., .~--. .. Ii y r "'l 6 9~ .,\-430cc, 1 't"") ~ J C/) Cl <:: w ~ I " 7 8 .... 0~A!GED FLOOR PLAN EAST STAIRS:LE6~~=~~C:~L~moAT24x36 0' 5' 10' 15' en I c-.., a I <.0 . I o 1 t.o 0> -'~ f-!' .1< ... (~1"r 8' -5J2" 3'-4" ~ I 6'-4" ." .~. . . . . 0> I ':.or , . .: ., . C> I n . o I ':.or I n 10'-10" ~ I . t"") I N e-",,- \ ':.or I n t.. . '- v I r-- II '. . ~ J'-- @ C/) Cl <( W Ck:: f-- ... '. ,. ~ " '--- @ENLARGED FLOOR PLAN EAST STAIR ~~----- - I 0' 5' la' 15' 4TH & 5TH FLOOR SCALE: 3/16" = 1'-0" WHEN PLOTTED AT 24 X 36 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 20031HESE ~LANS ARE COPYRIGHTED AND ARE SUBJECI TO COPYRIGHT ~ROTECnON AS AND "ARCHITECTURAL >VORl(" UNDER SECTION 1 m OF THE CO~YRIGHT ACT. 17USO, AS AMENDED DECEMIlER. 1990 AND !(NOWN AS ARCHITEClURAl WORKS CO~Y~GHT PROTECTION ACT OF 1990 THE ~ROTECOON INCLUDES BUT IS NOT LIMITED TO THE OVfIlAU FORM AS WEU AS THE ARRANGEMENT AND COMPOsmON OF S~ACES AND ELEMENTS OF THE DESIGN, ( 111=1 UU ~~ II \ I~.I U I I n lXYxx ---d ,< /<, >fIHi Y x Y, Y I'Y';< >\ /. X >. ) ~ ,/< '<'/ I" .. '" '. > .^ X ><'/ .. < , .." >: : ~ x' I ~----' lLJ > ~@ ~ > \t~ e e~~ 2' -1" 6' -4" 2' -5" 8' -5J2" I Y-1 g~@ ~~ @ 1\ G' r--- 1fl~ ", 0 L/ 0 L/ -- -- .~ N':~AlJX .: ..~ . .., .... . .... .... .. ~ .. __ n .' '(;b' ' . . "'"~'___________"'m ___ 0> r :-1 LJe~'\ <~ ,_1-__ __ "__u'_ ~~ - ~--- --- I . N J . . . . f- v ~ ~ ' . 0> , I I 8 "&--- == 0> ,I I 't"") I ; . vi ':.or . " 304 . ':. I,.. 0 '. /,,/,.,'-. ~ ~ , :> . I . '.' y C> ;.., C> . ~~_.---t-- I I . " , v <.0 t"") I [- -'--- l~ I - 1-- r, 00 ~ , II II [- 1\ , . . @ . .........' T -. . 0 ., ... I , r '1 @' [- "'" / f-- (7\ 1 ':.or i/ 6 ~ll"J bJj:~ C/) I> ~ C/) " Cl [ ~ Cl . '. <( 7 9 <:: w I w .. ~ 'V' 8 -430cc, ~ - --, -00' ;. / . ..... g C> 0> '. .' I I ~ . <.0 n r= .' . 10'-10" 6'-11" , -0" ~' 4'-0" - > ~ [JJZ ~ ... (P9) . (P13) J ,~ \\ t"") ~. TI =r _'U'__'_ ----- --- Ib- ~--- -- I ~ nl c-.., "'F"'1 L T :1 " ",,'\ /.)< ,','. .1-,. ". /Y,./X,,- j "". , , - - .., I h ,Xl xXX ", '.f'<, .... --::11;: ::;r x X/x, ~> " ".'." ...... .., " , .: , ~ I ". · ' -'1- I .' ... ~ @)ENLARGED FLOOR PLAN EAST STAIR ~--- ___ - I 0' 5' 10' 15' 3RD FLOOR SCALE: 3/16" = 1'-0" WHEN PLOTTED AT 24 X 36 ~ I~ ><xX>:)4 f7-;.,< 'x :W >< >< > x, .'4- ~x X x" 7..-:. , -1= o - 2ND FLOOR /----- 8'-5J2" / / / . 0> I c-.., if' "'!-' ",,-0" "'.,._-~-' I i ON \ ,....,."..._..."""'-~".- . o I <.0 'in I ~I I -t -{ ~ I . I o I ':.or . o ,I <0 o I ;.., . C> I 'in 10'-10" - ~ @ENLARGED FLOOR PLAN EAST STAIR ~--- . __. .__ ----...J 0' 5' 10' 15' SCALE: 3/16" = 1'-0" WHEN PLOTTED AT 24 X 36 ~ N I <.0 "'--1 I I I I I I I I 23'-:Y2" r ~~5'CIO~-_ ---- . 6'-8" 1 o \ ':.or I <.0 1 \:. I :~!i --+~ <: II. g:: ;: cxp\ . _u_____ ..~ @ i-0 m SLOPE TO DRAIN I , $;::! I 'in .:_------ CONCRETE SHEAR WALL, SEE STRUCTURAL DWGS. CDENLA~GE[)FLOOR PLAN EAST STAIR ~--,._- ,:'.,' 0' 5' 10' 15' , ...',','.',..u' 1ST FLOOR SCALE: 3/16" = 1'-0" WHEN PLOTTED AT 24 X 36 ;{ "i!:/ r--~--/; P (I ':',,:: I ~: '.'1,-, t",,:,:,' "<I .',...'r;H,' ,.:.,'i1t--:l";,.'..=:.i.." .. (\'1 \ \ .v,',':, .y\'~.\.. - ___u_'______~~______ gPRC Submital: 03540 Date Plotted: january 11, 2005 __ _ ________.__.u_...~_______________.~ january 10, 2005 - --- ,---- ----- ..a...e::; ide t) '). - ('lol!,' 1\.. .. ,. l.t .~... '1'.1,. '1' s..'if)...:....,~..........:. ~:.,"...,.... -.. '. ,.";. )II ~I. . ,<' ,.,. "., I ~i .''';,j,'' (~:~,,~..~;;/ {{.A~;Ja;?'" CONSTRUCTION DOCUMENTS Date Issued: -----'--~"-,-~---- Revisions: A -431 PROJECT NO. 03540 ~, Ol ~ -q - ~ .c( / - e (!) t:: :> U / en Ol ,C .~ 2 Cl ...,. o 5?-E Q) 0 Ol_ 00 en .. en 0-. J:@ "28 OC\l ~ '0' e- .- (") ~ .... o ~~ l.() .. (") e ~o 8'0 oQ) C\I:::: /0 a..: a:: 1 1/2 HOUR ROOF/CEILING ____- ASSEMBLY PER UL ASSEMBLY HP537 ~~I~!~~ I ONLY REQUIRED AT EAST ELEVATOR SHA~~/----------~IilrlTlf-~iS:>_ 12 /""~tT/11111 II 1111'~r~~4 ~ /"..>. ///:;:7r ,\, II !I II II II II ,rrTI~~~> ~ ~1 " -: I ~~ \ - "'.: e -PAINTED SHEAR .' 117 '~,,; WALL TYP., ( v- 3 IV ~ :':,..,:, SEE SPEC. ",: ~ THIS 6" THICK CONCRETE FLOOR/CEILING R '<: - ASSEMBLY MEETS MINIMU M 2 HR 'I ~ONSTRUCTION PER FBC ,TABLE 709,2.2.1 -:--' +----1 XREFS: TrLB A_SC2 A_SC A_Units-3 A FP3 A_FPI A.FP2 S_Grid S_Col-1 S_Col-2 S_Col-3-6 A_FP-ElEC A.FP-EE A.RP A Units-2 -L I , I \ ~ I "- .. ," " " ~ ,,%= '" I PAINT8D eMU TYP., SEE S~ECIFICTAIONS ;. ~ ~ I " ~ ~ I ;., ~",. z ~ I ---,:--:,-., :,:".,..', - _...l=.. '. '" , ' , :.-; '.' '~ ". :', ,', .:.."'" ....... .. . '" '. ' ., ~ . : -I. .,_ : .' II- II- // " '. a w 0::::0:::: 26 ':..t-;;il:! Iw " ;..-, c;:j ~ 0:::: 2:1 ~E5 > o 7 L- " ,~ ~ - - ~. : ':; '" " : =1 r---- : : =r~~- . " .", " ,'-",;',:. - ;; 1.: - ~" ." "- .' ":.... - ., .' "" .... '. I,..... = i== /::::==-.::.~ ..~ ../-". v /~\ I rf ~ ["" I II~ :1 'J / =- - \ o ~. t , r---- ,.-, ",: c"'" , ~ ;- '.,' - = = = i --- = - '. - ~ " L...2 ,,~:- /~ ;.-----'\ V;;~l'\' J' Jlj l / " , ,- 1 '. " -~--,; ----- " 1l:J F ~-~ ~ ".' \ " ~, ~ ) i-~ ~ .. ". ": I " I-- PA/NT1D CMU TYP., SEE S ECIFICTAIONS ~ .. ~ \ '" ~ Q {>j ". POURED CONCRETE .. I SHEAR WALL .' .jI. .... STUCCO SYSTEM I 4, ',". I ,..',,' '..,.", ,'. .. ..'.'.... ".J ,,' ;',~ ',. ............;~\ ':-"'. ",,',:,':.., '-.:" .' . " ,: "<~I':,.,:: ...: -'. ,. , UIUI PROVIDE VAPOR BARRIER TYPE 1 AT ALL ENCLOSED SPACES ON GRADE ", ,.-,: ". ...- ". '. .. , , " --- - '\ rr 01 r---- -~-- ----- . '---- -- ',- - - - - - - "'"~ , ~,' . :.- ,; , ' ~" ," ,... , ". : .... "...4" ., '. .' ,'. r= , ' ~ .r~r(lf~ ! II~ JL III .0 : (t: Cl 11- / ( '~I , ',A-434) I . ,: '-....-/ I = '=-= = _ " '.' '.' :', ,t',~. """" -- u ~--== 0"'1 r---- , . . . . . \ -- -~ , '''~,' ~'; , / - .'.' --- --- "'" ~ "t. .. .' '. f9= ....., L. I .(( . i r~1\ I J,~L~ ,~ I I 7 fe. r---=J r---- ':; -~- ---- --- ,- - - - - - - "'"i'a ," ! ,,' ,"',:,:' ,~..::: I l 1- .."..:.- ',,'...: , . .. -, ~. ~, '. ': "." '. ~ ~ '-' ~ L.:.. ::"':::'_:;:";':',,:"",":: :.. ........ .,o' . ." .' ,~ cull' : ". t '. :I. . ., ~. '.' '~L- . I- w'~ ,'T 0... ::r: i:= c;:j ~ "--- PROVIDE VAPOR BARRIER ~ 2: b= 0:::: 0:::: ~ TYPE 1 AT ALL ENCLOSED --' ~ ~ ~ ~ ~ SP ACES ON GRADE " : ELEVA TOR PIT LADDER ~' /--// =i " " ..,' " .. .. ,-,' '..'" ',-",.'.,:, .::,,< ,,', ',)' ." . ," . " ,", ., . ~ . .' .. ", , , "..: ,..,'.',:,:',~,....: '. ". -.. " ,-" ,',.",'-' . "",. .. >:'::'..,,';:" ,.,: :", "'I" . . ~." '. .'~," . . "' . . . ,.....";: .' ,.;.' . ;. .': ,'.: ',1. :~ .'. '..'.':' .,:, ;'d:,,",:...-, , ,',.';, ,: ",- . ,:"",., ",/.. ',,:., ,'::'-'.'~:, '''', ~ BETONITE WATERPROOFING T I I I 1 1 I I I 1 I AT ELEVATOR PIT SEE brl brl brl brl brl hd SPEC/FICA TIONS ' 0~E:T~N AT EAST STAIR & ELEVATOR SCALE: J/16" = 1'-0' or-:-- - 5' 10' 15' WHEN PLOTTED AT 24 X 36 I Keyplan A A A A A B H cLEVA TO~VER-RIDE $- EL, 880 N,G,VD, TYPICAL PARAPET HEiGHT EL24'-6" N G,V,D $- . '.' .. MAX, BUILDII~G HEiGHT "'IT 72' N,G,VD $- (TOP OF ROOF SLAB) SIXTH LEVEL...:::.... TOP OF SLI'B $- E~ 600' NSVD, FIFTH LEVEe...:::.... TOP OF SLAB $- EL, 49,3' I~,G,VD, FO~PTH LC:VEL...:::.... TOP OF SLAB $- EL, 38 7' I~,G,V D, THIRD LEVEL -=- TOP OF SLAB $- EL. 28 D II.G,V D, SECClm LEVEL~ TOP OF SLAB ~ EL. 17.3' N G V D PARKING LEVEL - TOP OF SLAB $- EL,60' II.G,VC, (DJ'~BOVE EXISTING GRADE) ~ ~' CONCRETE SHEAR WALL. SEE STRUCTURAL DWGS. 6'-4" 2'-2" ,,' ~ . Cl 1 r... -~l , t' -=t X1 o ,I CD i ~ . Cl .' ~t , , . Cl I ;..-, o 1 <0 .' 10'-10" ~ @ENLARGED PLAN WEST ELEVATOR - 6THsC~E.LI~~~ 8 ~ CONCRETE SHEAR WALL, SEE STRUCTURAL DWGS. 6'-4" ~ . Cl 1 r... . I ~ . ' '. . ~ .~ CONCRETE SHEAR WALL. SEE STRUCTURAL DWGS. o I <0 '. . Cl I -:.r . ' .' I } ~I ;..-, o 1 <0 . 10'-10" @)ENLARGED PLAN WEST ELEVATOR - 3RD FLOOR WHEN PLOTTED AT 24 X 36 .;. : ~ . Cl 1 r... 8 o -~t ~ ~ 1 Ln , ' , . , " o 1 '~ SCALE: 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 , l' 6'-4" 2'-Q" _n --t t -,' ,: ~ [ . o I r... j ~ 1 Ln J · . ~t , , ~ CONCRETE SHEAR WALL. SEE STRUCTURAL DWGS. .' , ] I ;..-, ~ I <0 6'-11 " 10'-10" . ' .' .' ;..-, 1 N t> ~ @ENLARGED PLAN WEST ELEV. - 4TH & 5Ts~LE.~/~.~,~~ENPLOT7EDAT24XJ6 o 1 . 1 " , b 1 ;..-, ~ ,I CD 6'-11 " 10'-10" V.' . ~ ~ @ENLARGED PLAN WEST ELEVATOR - 2Ns~E~/;?,9~ENPLOT7EDAT24XJ6 kl:</x><>IE I' . [. , I, ' - " ',,--- ,~ * ':- -', -~~ ~._~-~--... ~~ SLOPE TO DRAIN ", "'~~'///// ~ ~, ~ ----~--- / , ..../ ----------------- .~-------- ~.... ~~ ------, >, :y;-' b I 00 " '. r). ~; . ------ -..... J:'~' ,/ ~ 1 -:.r . o I ;..-, @PLANs~. ~4~=~?HM1E~~~~;2;XJ6 '- / '", l'-Olxl'-O" SUMP PIT - , , '0 1 , 'r-- '~I J CONCRETE SHEAR WALL, SEE STRUCTURAL DWGS. . Cl ~ I i . Cl 1 ''0 , /. x 10'-10" . t"") I 'N r- --"- ___L >< ~ G)ENLARGED PLAN WEST ELEVATOR - 1ST FLOOR ~. I .' 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ",,~e9id,.' teq . " V "..' , (;'>~ J,. It '~~ ~' ~ ~ ,.. 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND 'ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDS) DECEMBER, 1990 AND Kt-lOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTIOt-l ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM I>J5 WELlI>J5 THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, . \": ~ ",',. ,~'" I . \ t.... .. ,"~, . ".,~.'" ,,~n" lj.''''' ~'l. t.""'j; I,.,;" ') . ~I'" (,,'" ~, ;'1~'f ~ ,., .'Y.' " ""'f "C'," ,).' ~: :~~j~ ~~~, ~~ " ~~({P~ L PROJECT NO. 035~ j I L SCALE: 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 ,." ,~" ~ f 'I ..?'~ t'= ,...... ;~..~~ r-:o;), '~:f ~":"~ r~:a 1),' II ii ..'....... 1j ~ ~> 4""-'"> -/ BPRC $ubmital: Date Plotted: March 31, 2005 Date Issued: January 10. 2005 Revisions: A Addendum #3 - March 30, 2005 CONSTRUCTION DOCUMENTS A-432 ~ "Q ~ / - e :g :> U / en Ol e . '~ ~ Cl ...,. 8 /E :g,~ ~c.'! en-<> ~@ ~g ~C'l '0 - e- ~~ ~Q It) .. (")e ~o g-g C\I:::: /0 a..: a::: XREFS: mB ^-SC2 ^-sc ^-Units-3 A_FP3 ^-FPl ^-FP2 S_Grid S_Col-l S_Col-2 S_Col-3-6 ^-FP-ELEC ^-FP-B: ^-RP ^-Units-2 ~- 't \ '1 '- " ~ \ " \ ~ . ~ ~l'\ ~'" \ ~ ) ~ " ~ " 1 1/2 HOUR ROOF/CEILING ASSEMBLY PER UL ASSEMBLY HP537 ~I~I~~ I ONLY REQUIRED AT EAST ELEVATOR SHAFT ~~ ~_~~_ 12 UQl /~/~~- / h~ ~l~;~~~~ ~~~, I ~~ \ - ~I ~~.. -PAINTED SHEAR .. ~ 1/ D ",: WALL TYP., " ~ ~ " ,':,...,: SEE SPEC, ~ THIS 5" THICK CONCRE ".'FLOOR/CEILlNG ~ \; ASSEMBLY MEETS MINIM' 1~ HR j ~ - CONSTRUCTION PER FBC <ABLE 709,2,2,1 '- - " ~\ ~ ." T .. .. l,." I l l . ,'7 " -.- .'. I- PAINTBD CMU TYP., SEE Sf?ECIFICTAIONS ~ ~ " . ,. ., c ~ ~ .' " " .. '. t . "1 '--PAINT~D CMU TYP., SEE SrECIFICTAIONS I ". .' : ..,'.. .. .... ~ Q "r '>.. \ ' j' H, POURED CONCRETE ~ SHEAR WALL STUCCO SYSTEM .. ~. ~ '. " '. ! / I / (,3,:\ '/::,,:',~,:: '~~.: .,." .:;,...',.,.: :"i~ '?i F,', :: ',::':,- ::-::::.' "C,' '-' ,:'''::,:':' '.,'--,>: :,--:,' ',",>i'",,:\>,," "': ",..-...,.': , I I I I b-J b-J j PROVIDE VAPOR BARRIER TYPE 1 AT ALL ENCLOSED SP ACES ON GRADE ~--- Z :iE j.... -:, = :c;../,.;..,' ' ;." ",' ;" '" '.:....:,'- ....:'~: ':'~~ '. ,. .',., "'il<,. ., ," .. " ' ~ ~ .. ii, ....-=::--. " -.::; ...--:::::---.. "\ ~ ': " '. o w a:::Ct::: o:::l 1-0' . <t:W -.:t">Ct::: Iw nd~ n:: 21 ::!!;Ct::: w > o '- ~ f' ,', o "=::::::' -- " :' / / [11 :'-:','/;,",:"IC-C--- ---= __= " """ >el .... b, '. " ">...,', t.':' ; " = ;== = ~ " " - =-=- - . ~ .~ .:.,;"':......-'. " - I ';;t~~Vl~,l. ~, " I . --.J " " - ;=::= c, " o -'=== ~ ~ " -~- '. ,', ,. ,,",';,-,".' :'~ === . '"' ~ '-: . . ~ -..... ':"'.~ '.....:". ~ --- . -', "" ...... (( ;::3::'c~" //,.-:-=-~~ ~ / \\V / , , I tJlr~' ~ o f--- -=-=- ----- '---- -- ,---- ----- ""'~ '" '.,'. " '.'........ .~f..;: \. ~ 'I -..: ; ", .-.... '4._., ," ., '. ... .4.. , ' -I ~,.,."...'?'-.' I;;:..:=........~.,l J ! ~\]1I~1 00 ~ ~ r;== ( ..., '~I ~ - . 'lA-434) I T !"---./ I · .' ;<:,,-,,',;,t,;':,"..,',....:~"..' "-,,','>" = = = = , ..... 7 '"' ~ ; 1,." o o 1...0 - - ~ ~ --- -.,~- .' " "'. '.r 't. .. , .. --- ~ I ~_~, /~~\. rc~rl~ ~~ -- 1 ~ : o -'== ,~ -~- "")':."-,,'tl~",: .~ = = = = =_~ .. ""'~ .., '} ,.,~ '.....' i:" :". : :' : c~ . ~ f-<>-:----:-", II- ....... c:.. 'c, '::--:'-o:::.:,~; , /~ I , , : : // /' "'" ELEVA TOR PIT /Li:' LADDER ------./ :' ~ ceJ~ ~ ~ - q ':"':,"::',,'0/', .,,':.:,.:.','...,.. ;:.,';;"" ,,":,;::,::',..'.. ':, :,,'i',' ',. :'::>:.'.' ;':;'i",-; < ';'.i::',:,' '", , ,;,::',:i,(: ::.; ..~..,;';';", ,;: .~"':'!"; , :, ," :',,'.' ',.,:,.~/~::,'::/!,?::::',;"\;:::',.:,.-"?: :,:.'," "..,'''': ":.',"<': :,' :";'::--\:":"1":'< ''.':'.;.,':,:.:':',',-'.'';,\::..",'...-,.,':' ":",,:..,:':;:,,,.,:".,:"':::, 1 1 1 1 I I 1 ;, ,;':'>'>"';"'::'::'1,':': :\':>;':':.,,'': :?'.:' ," ;,,:,1::: ..-," -':, ",:-;,', ' ,":,," :',>,{.',:' ,:,;:',,:,: ,'::,;. ,.., ,;.:.'<~::,}i\>:,:,::.:'. I:;;,: ''--- BETONITE WATERPROOFING :_ _: :_ _I AT ELEVATOR PIT, SEE <;y ~ ~ '<J SPECIFICATIONS brl brl brl brl 0SECTION AT EAST STAIR & ELEVATOR .'_ '_' cr.-----;, 10' 15' WHEN %f~i~/~'t 24- ) Jg Keyplan A A A A A "k'. ',.:, ~~;1 ~1t. . . .. ,- ." .., ,-.: ~:.';':, " -IT ~ ---'~-~ I I n~ 1 l c1_..( I ! .,' J' ~~ ----1; . ... .~ =--,:===-= B H I --------~ IUVAlC:::...?VE~ EL 880' ~ lYPICAL PARAPET HEIGHT EE~4'-6" N,G,V,D, $- MAX, ~LDING HEIGHT $- EE, 72' N,G,V,D, (TOP OF ROOF SLAB) SI XI H LE VEL ..:...,lC;~ OF SLAB ~ EL bu'" N,G,V,D, FIFTH LEVEL_,IO:: OF SLAB $- FI, 4.1 N,G,V,D, ",., ( , ~;.., ' FOURTH EEVEL7;(~: OF SEAB~:" EE, ,j,j; N,G,VD, '~( THIRD LI:. VE,I ~;O~ OF SLAB $- [_I ..u 0 N,G,V,D, SECOFW LEVEL..:.. lOP OF- SLAB ~ EI I iY NG,V,D, PARr:lNG LEVEL WI' OE SLAB $- fD' I~,G,VD, (0.)' ABOVE IXI'} I!NG GRADE) ~ ~. CONCRETE SHEAR WALL, SEE STRUCTURAL DWGS. ~ ' '. ' , . '. , 6'-4" 2'-2" 6'-4" . en I ___'_N 1 n . o I <D CONCRETE SHEAR WALL, SEE STRUCTURAL DWGS. . ~ I ~ ~. . o I ':..t- '. . o I ':..t- .' ". '. a I n , '. o 1 n .' ., 10'-10" 6'-11" I 10'-10" . o 1 <D I .~~~ o I "<0 ~ .' , '. 'r> ~ @ENLARGED PLAN WEST ELEVATOR 8 w CONCRETE SHEAR WALL, SEE STRUCTURAL DWGS. ~ ,".., 6TH FLOOR @)ENLARGED PLAN WEST ELEVATOR - 3RD FLOOR SCALE: 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 SCALE: 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 2'- ., -1--- - t ----t ~ 1 ---'(-..J -- t< l' .' P13 8 . o I r- I i ~ I In --t [ I zl I --i '01 ~ll 10'-10" J N o 1 r- . o I n o 1 n CONCRETE SHEAR WALL, SEE STRUCTURAL DWGS.- o 1 ':..t- . o ~ 1 n ~ 1 <D 6'-11" 6'-11 " 10'-10" ,(> 4TH & 5TH FLOOR ~ - I ~l ~ 1 'L.() ~ I <0 @ENLARGED PLAN WEST ELEVATOR - 2NS~[~/~?'?~[NPLOT7EDAT24XJ6 SCALE: 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 .1, · i . o I Cx:l k'. - .~~ "~~A-~ . \.j,,:" . 'f~$:Jt~}"':i , "'~., . . '~ "."'i~~.~ ......... '0 I r- '0 I 't"") '. , ........ 'lo.., ....'10.. ....'.L- 'T ~ :::c i:: ~ ~ ~ PROVIDE VAPOR BARRIER ':..t- j~ Z :;:: Ct::: Ct::: ~ TYPE 1 AT ALL ENCLOSED ::!!; ~ ~ ~ ::!!; SPACES ON GRADE '~,;\:I-<lI' ,,;., ; ...,\;,~<.j '. t/~I -:"",.:, .. r ':\c;::'i.~X ;< X >< X >1E '\.,~, .\{,~:, , ~~:\~:>" '~. SLOPE TO DRAIN //~~ - j ~ Jffi(~ ~/- ~...... l'-Q"xl'-o. SUMP PIT ----./ l>i" ~!:,'" (..it, ' ',11.:," ~ I ':..t- CONCRETE SHEAR WALL, SEE STRUCTURAL DWGS. --t i . o I '..-r --~ . o I n . o I n I J-n-n-- -- n ' 1 -N 6'-11" 10'-10" @PLAN s~: ~4~O~;H~[~~~~2~XJ6 >:'1"...., ~" .....t~" . ~'." ~~". ENLARGED PLAN WEST ELEV AT 1ST FLOOR PROJECT NO. 03540 8 SCALE: 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 BPRC Submital: 03540 ---I I ..a.c6idet) I ,..- C' (',. ~~, ~ I ~ Jir,'~. ~ I ~,~~;, I .~ ,;),,-f. .'-- ~., <<--;/;i -) I (-;, /~'r.kL'-r~,.</ f!~,9 'r:~~kJr~?"" I ______1 I i I __~__n_'_. J Date Plotted: january 11, 2005 _._-_._,-_._-~~---,..-... --..-...-- - --------,-.----.----.----- ate Issued: january 10, 2005 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2003!HESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRlGtfT PROTECnON AS AND 'ARCHITECTURAL WORI(" UNOER SECTION 102 OF THE COPYRlGtfT ACT. 17USO, AS AMENDED DECEMaEIl. 1m AND KNOWN AS ARCHITECTURAl WORKS COPYRIGtfT PROTECTION ACT OF 19'10 !HE PROTECTION INCLUDes IllJT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS OF THE DESIGN, CON,STRUCTION DOCUMENTS _--+_____ _____ uo___ .._...._~____~_.___.,__.~._ -4~2 " f ~ / - e Q) l:: :> U / en Ol e .~ Q ...,. 8 /E 8,,g OC\l en .. en '0 ~@ ~g ~C\I '0- e- ~~ ~Q It) .. C")e ~O ~~ /0 a..: a:: XREFS: mB ^-SC2 ^-sc ^-Units-3 ^-FP3 ^-FPl A_FP2 S_Grid S_Col-l S_Col-2 S_Col-3-6 ^-FP-ELEC ^-FP-EE A_RP ^-Units-2 0 , I t"") ~ - ,... ::!: - ,... : --- , -- '. " " " ., . '. .. '. --- ,,' - l- I-- ,... I-- I-- l- I-- -L-, - I- ~ -ioI I-- t- f I-- I-- . , f-- - -: ' ' " ..' " . ' -' , . '" " " ,"--- I- I-- I- >--- 2 H( JR RATED I-- SHA WALL, SEE PAR TION TYPES - ~ I- ,... I-- - -L-- ,... - I-- ~ -101 ,... l- f ?- M , r-- - . " .. .. . . . . " ; , . ' ' 1---- I-- I-- I-- XREFS: mB ^-SC2 A_SC ^-Units-3 ^-FP3 ^-FPl ^-FP2 u;rid S_Col-l S_Col-2 S_Col-3-6 ^-FP-ELEC ^-FP-EE ^-RP ^-Units-2 ~ "Q 1 / - e :g :> U / en Ol e .~ ~ Cl ...,. 8 /E Q) 0 Ol-i> &:c:-! en-o ~@ ~g ~C\I '0- e- ~~ ~Q It) .. C")e ~o g-g C\I::: /0 a..: a::: Keyplan l' -0" MIN. i f- ~ 1 ELEVATION - HANDRAIL @ WALL 9 SCALE: 1" = 1'-0" WHEN PLOTTED AT 24 X 36 c Cl ~ I N 11" (1 TREAD) 1'-0" TOP OF STAIR RUN ELEVATION - HANDRAIL @ WALL 8 SCALE: 1" = 1'-0" WHEN PLOTTED AT 24 X 36 tYz" 0,0, GALV, STEEL PIPE HANDRAIL POST BRACKET, TYP. ACROSS FROM EACH VERTICAL SUPPORT F ACE OF WALL BOTTOM OF STAIR RUN ~ 112" 0,0, PAINTED STEEL / PIPE GUARDRAIL / c Cl ~ I N B - TYP. HAND RAIL o Ts~~,: ~!~~ P~~~~~4~? PROFILE " '-.. c Cl .-- I N 112" 0.0, PAINTED STEEL PIPEHANORAIL POST BRACKET. TYP. AT ALL VERTICAL SUPPORTS 112" 0.0. PIPE VERTICALS - 14 X 14 STEEL PICKETS 112" 0,0, STEEL PIPE GUARDRAIL NOTE: RAILINGS SHALL BE PAINTED STEEL NOTE: RAILINGS SHALL BE PAINTED STEEL A - HAND RAIL @ WALL WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 2003lHESE PlANS ARE COPYRIGHJB) AND ARE SUBJECI TO COPYRIGHT PROTECTION AS AND 'ARCHITECTURAl won" UNDER SECOON 102 OF lHE COPYRIGHT ACT. 17USO, AS AMENDED DECEMSEIl. 1990 AND IO'IOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECT1ON ACT OF 1990 THE PROJECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL fORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, )f RADIUS AT NOSING, TYP. / ,,~ b. '> 0!L;;.~S~:EN~L~:~2~:-ND RISER DETAIL .~ . -~~/ ~'V,.. c .... '----. -------- POST BRACKET ,~112" 0,0, HANDRAIL ~ 112" 0.0, // GUARDRAIL ~~ o o o o o 0 o 0 ABOVE RAIL c Lt1 4" 4" --L 1=1--1- III ~ c ~ .-- . tl--- 1 1/2" 0,0. STEEL I I TUBE I I " -,-- 12 CHANNEL I I ______'.. I STRINGER r<~'-~ I I OPEN BELOW RAIL I I @~c:~.~,.-~E2~l~~~:::!6R RAILING @ LANDING .,~. "Z -0 0 0 0 0 -~--"..._-~._-,---,._--~~~._---'-----_._----~--~_.._~-~-~-~- I t--~------ 112" 0,0, PAINTED STEEL PIPE HANDRAIL I 112" 0,0, STEEL PIPE GUARDRAIL I~ tr POST BRACKET. TYP, AT ALL VERTICAL SUPPORTS 1)2" 0,0, PIPE VERTICALS c to I n c Cl I" N 0~E~~.~R~~:T;::~J~ TION @ LANDING 112" 0,0, PAINTED STEEL PIPE HANDRAIL. CONTINUE TO WALL-i 112" 0,0. STEEL PIPE GUARDRAIL---~- 14 X 14 STEEL PICKETSi ---~-------- c co ~---'"----------- Ilt 1\ ._------- \ ?> \\ \ c \ Cl I" , N \ \ \ \ \ , \ ~ NOTE: RAILINGS SHALL BE PAINTED STEEL J It t--1 I ~I l~ I I + ---+ POST BRACKET, TYP, AT ALL J I VERTICAL SUPPORTS i -- - -\112" 0,0, PIPE VERTICALS t--+ @~~~=~_~~~;PL::S~~TION @ LANDING I--- f-- - 112" 0,0, STEEL PIPE GUARDRAIL 14 X 14 STEEL PICKETS 112" 0,0, PAINTED STEEL !( ~------- ------1'- PIPE HANDRAIL, CONTINUE TO WALL c co I , -----' .~ 11 I \ I c /11 ~ I [I c Cl I" N - I -----' ~ / POST BRACKET ________________112" 0,0, HANDRAIL ~--112" 0,0, ./ GUARDRAIL ~ If l~ It J Wi I! rm l~J JAN:t 1 lU(J~ ill) c c OE\lE.OPftIlj:r",' Sf. fjl/'C€S OEPT ellY OF CUA..q\lll ABOVE RAI L 4" ~ 1~" 0,0. STEEL TUBE 12" CHANNEL STRINGER ---------- c ..-- ..-- I I I I I I BELOW RAIL @~;:.~,.-~E~~l~~~:::~R RAILING @ FIRST LEVEL -l a,..eeidell ~ .,' .'.." C>~ !t,.,.".,..ci...m,.,..,......'.,".,.I).,.~.,~,..."......."fir "1\~ .."r/Jj , IFI ',.. -- - -~'" - - - - ,-, '. -- - :~ (~~U;;~~,<~/:;/ tfY~~~:sr~7~' i ..,.. --I PROJECT NO. 03540 I to t"") 112" 0.0. PIPE VERTICALS __..J CD~c~~=~~~~;PL;~:T~~;ION - FIRST LEVEL BPRC Submital: 03540 _._--------~------ --~_.------ ---~ ---- ---.-------------------.-.- january 11, 2005 ___n._.._ _ .________._________.__._____~_ January 10, 2005 ... Date Plotted: CONSTRUCTION DOCUMENTS Date Issued: Revisions: _~._.___~__._ ________________ ____n.______..nn_ __.._________.._________. -~-------"-------_.~----- ------------ ,-------- --, -- ---. --- -- -- A-434 ---------------------- ---,----- -- -- -------,- __~___..___...____."._n.._____...~ __ ______.______ .-------------- -------.".------ --- ..-----.,,---.. - -.------......------ ---.-- Ol ~ -q LI) ~ <C / - e (1) t:: :> U / en Ol e .~ !';! Cl ...,. o o /E Q) 00 0)0- SH'! enC\l ~@ 'OLI) ~~ '0- e"'" ~~ ~~ It) .. C")e ~o 8'0 oQ) C\I:::: /0 a.: a:: XREFS: A...FP3 A_Units-2 A_FPl A...Units-3 TTlB A_FP2 A...FP-PEN S_Col-2 S_Col-l A...SP L_LS A_Floor Finish2 f\, -----....", / . . \ I \ \. 0 <<-1 '~---"/ \~ ~-=- -\ />// I -.:r I-- I : L--.J ------- 18'-212" ~" ~/ ~. ~ I I 6'-~'1 --.:r ~ " I I " " " , " " ~ " " ~ I I I -I I I I I , I / / / / / / - / ss. ?'\ ~ / \ 18'-212" '~<'J' ~~ ~ ~ 1 -:.:r ~ - - - - - -- -- -- ..",.--- --- .....- ED RAISED POOL PATIO PLAN SCALE: 3/16" = 1'-0" WHEN PLOTTED AT 24 X I Keyplan C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJ EeT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, l _ _ A , / ~// P'{j 'E: 5' -4 VCr a 5: [S .4A ~r?4 '5 J5 0-1/ I .~ I R62'-4" I --- . I ------~H ,.,.,...,. I I .~ . Ll) , ~ ";F== . !j '" +-~ I , ..p. \ 1- \tJ' \ . \,'" \ - tJ'. c ..\- \ \"7- -1"'. \ 11, i -1: ~\ ~ x..ss~)'J \jC ~~~ ~ S (J ~~ '. o E ~~ 1 ~ f /~;: ,? --f / cO :y";' ~ \;0& \.'j, 2 3'-2" I -_, . .y:" \ d1~" 11"1.2'-4"~,)<. """"~ - - - - { ,:#it:' 'l-"-/, ~ -^-- ~ ~,".'^<~,.,-,~.s. :,' -s~~//'.:.F~ '. "',"" ,/ , V'~:;"- \ ".,1" :r ~I/' ',,'.../"/ '"", V </;:;::.;;;:! ,":1/~"/' '.. <. ., // ~~;;:~: \\ :><[/ I '", .....- L,) '"", I"". ,/' 'hI ' " ,/ STORAGE ~ ,;, .... , ';/1. > v I~/ . ~ ~.~)<i/.. 1///,' ,,' .-." /1 ..,~ // _ 'jO" \ ~( // .........A... ........... ',' I / I"",,'." / ~ .*' -~~/"" .~' ~/ " . "0, ~n..l' I ,PI iJ. ":>/ '[ ! ;f ~, x> ~, ~" o -L I. "1 . [;::~ .,., ...,..,.,.,!,,,,,, ,,~ ;;~i~1~~;;;:;j ;;://;;~~;c ", ", " '"" ~;;;';', ,. . i., // ""'". \ 1....../1/'\,)( I', \ / t:J/, , /> .. ~ oJ "'V" '" "',> f>"~'~ ~.,/........""'> .,......,.. l' '5' ..'.,/ / \ (, ", ..,',,/ 2 " "./ ":.~ .,">/ 1'-~: 7~7: ~ ;~~<l~ :;:':::::>;;;. 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LA. ~ , ; w /' '.'.'.........., . 0.... . SII ", ;'(/1 :"", 2 . . ' ~ /'::;;/ ~,. ~';::~;;;;;;;::~ \ .~~- :;,. w[:';~:." //// \ ~'::;;>~~; // \u>. '\\ . /// \~ \~ / 'Y~ ,~~;; \", \,/ .........02,; ....... ..... \c2L./~" f ^ 1'...................,..".... ...., \""~ >;';'/ ~'1-~/~....I'!, ~ """'," / --~~,,' I'Ll ...... A\ ~-~ /<~. ' I He L1F - 7f n1S/ 'I I 1--\ "I = -..' /. 4tB" 3'-4" [~ II .. j ~./ 1//// *' J' ~ ;[; /"1't<~ " . ' --!~" / -...r ~ _1/ ___ I> ~/ " .',.""" > '" / " ----n-:::. ...: .' _. ,,{ '7"1"<Z '8J5;, /1 -- ",'.,'/,' ! ~!.j.! J'-~"I j 1[2'-1112" J1l2'-4" l\l>i/'///_ i'-~I>f~ ^ ~; j'L "f/ 0:: / I '............, ~/. / '):.n I ~ , . / .....( I I I ;.>;:~?>ia' .. W:'..'""~, ,.. /' /<<:I;>' .,.. ,) '.....' [/'1/ ""><: ,,/ I ,."",.,'~ .. '. ".'., ", (1) ~LARG~D RAISED ~c~~~ ~~~E~O~O~~~6 0' l' 4' 8' ," WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3Q-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 L_. . '.\i:~(tF\ 'F ,:\B\0 I I &~ .....,... "t: ViSi:.!..J ~,es,idElh "', '~~., II ",',',',' '~ tlt , ~ '~ -".'... , ,~. -".=."?ot~"."" /"~" ~'f /,.- ~~:'" j t...w....:>./, .' . ~/~....: :"." .. .." ... ,,{ ':'." (:.$r;;."#=;,~ -:-.,." .... .".:. .: .,." ..... '. . ,', , " " e:?lt'f~6A.,-;f4}?ff~6 ~_. t:$~J6l!ffZ6 (:,- PROJECT NO. 03540 L ---.J REVISION 2 ADDENDUM #2 - FEB. 14, 2005 REVISE DIMENSIONS A T PLANTERS AND RAMP BPRC Submital: Date Plotted: February 14, 2005 Date Issued: January 10,2005 Revisions: &. Addendum #2 - Feb 14, 2005 - --- - ,. 03540 CONSTRUCTION DOCUMENTS A -435 '+'i' XREFS: ^-FP3 ^-Units-2 ^-FPl ^-Units-3 mB A_FP2 ^-FP-PEN S_Col-2 S_Col-l ^-SP U.S ^-Floor Finish2 ~/ It l \ / l iii 1 / - e :g :> U / en Ol e :~ o ...,. ~E Q) OlJt o en .. en ~@ ~g ~C\I -go ~~ ~Q It) C") e ~O g-g C\I:::: /0 a..: a::: -- ......... / / '~I'~ ~ ~~~ ' ~~, I :;x :;x I I :;x I X I x I I x~ I :;x ~ I :x I I :x I ~ '<, x I :x I :x I ~ I I :x I ~ 1 :;x X .1 / L-__ ~ __ _ __._ ,.------f :i. ': /' .:ii _ ___ / X I / / I X )/ X I x x I >' > /. , I " > > / ,,' I I x ~ ~ / 1/ I ~ s: / \., II I '//~ "'~it", I ~ I 1:f'~~1 : ~ /' 1 I 1 X ^ . ;:~~\ ~ - ~//i8'-2Y2" ~__[Iu t / -----"-/ / / ~ / I I · ~ " . 1 He UF:::-" ;1 1 / , / V / ~ /, · ,I " Ifl 1/ I I: / I -, -- ---- /;X~. Yj/ _ ___u '" l!J _ __ _ - ~ _,=-=-I~ ~_~'I~'~ - -_-_~-~ '< ,/ Y'~//)I __ I Vy/ ./',,- .....- /X; >( '" " ", /' X /. ,^'.,~, ><x ,,/ ' / , ^'./>< / x Xx >( ~ ">(' , ,X>( / ' 'x/ ,< "/' " //\... /.... / X ' " / " /" '" "y / " '<.,"~ , " P'[j (5' r -4~ v 'C ':fZ..1... MILl., , '''' 7J.. N - tJ.:?!!!:~ f_ / 'x / / / " ..... / / , xXXXt "ll< /...... / xXx ,x / '....x / ' / ....y( / R6 -4" /X.. ~ ~ < /^ ./ ~ ~ / I-.... ./ / / / / / , K x) / .//./x / . X~ / x /<(',/'.'y X/^'x./ XX 'x X '~,/~x"" X' , )<.., fi- " y--- s (J ~ (, \' \5 ~ ~\ ~ ~~\\ .. X" / )/ / / .. " / " / .. / ./ / ~~ ..' / / \~ 15'- - ---- --~ - ~- :..- -, "~.. - ~ ,.------- ~ /\;/ I~~' / 1------ I I r- _~ --l--~ - I - ~----- -1-1\ / " '" // ~ j',^7,^^^^ ~)< // / / )< 1/ >( XSTORAGE :x >( :x 1/>( :x >< ><:l IX :x \ x rx~, :;x '< \ \ \ \ \ \ I' f / ~/ I I I I I I 18'-212" H \\ ~- i \~. f : I <oG I // \ I II \ I I '\ \\1 I ~"" \r..".6'-r" +zt -~ '1 "- I ...... '~- - ---- -- -----~f ~ ~,~r I "- I I ~ "'\ / )< :x )< '> )< )< .... )< )<......... - )< ~N )< ~ )< -' "- )< ~ )< )< )< )< )< )< )< )< )< )< ~ , / ./ .. , ....x' .. /, \ ^ ",' / ~> ~ / , , x /';x p r;t '> / x>(" y > /~X~ "- / , "- "- I ~ / / / >/ ': X>;)ERED -.,.,"~/~' 10 ~<:' / :J )\,;z' <)< / ", /X'<, g ,/ > ;x)< / / / / / / ,/ ~ \ ~ > "., / / / "', , )/ / x/ ./' , " / ~X >( / ./ .., ,/ / , ...... / x^ / / I -- '/'" '/'" '7 '7 ED RAISED POOL PATIO PLAN '-;hV 1/ '"'' ,x' / ....,/ /x.... >'.... ,/' "<X/ ". / x:. // ';<'./' , ' x.... ''y:/ x )<X,,< v /x x \/ .>(' X "x./ 'X/ ..... / )</ / X .... ( x ,,/".....X X "-v/' /J\.. /X , x:..... X<, ,x, /X ,--, ~IIII\"~ /~~::~ \ 8' Keyplan SCALE: 3/16" = 1'-0" WHEN PLOTTED AT 24 }/36~ .//-~:;:///,'. ---------,----- WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2003 lliESE PLANS AIlE COPYRIGHJB) AND ARE SUBJECT TO COPYRlGtfT PROTECnON AS AND "ARCHITECTURAL W()Rr;" UNDER SECTION 102 OF THE COPYRIGtfT ACT, 17USO, AS AMENDED DECEMSEIt 1990 AND ICNOWN AS ARCHITECTURAl WORKS COPYRIGHT PR01ECT10N ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS lliE ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN, ...J '-.::.. ( ~ ~. , , '\ O~ @-- P'[j r (S' -4 Vc a'S,'ErSA '5 r /'fA J5 '(j .:?2S' ",- ~~ , / I "JI ,. _\~,/ .. i:\rv I ^<.. , / / ~, ~r - /! l' -~7 I ";f-! / ;;-'~ co / - I / "vI -----i.- u - -71 Ii' ~2'~4' . flff ~ ~ ~--- B <--- . LC) , ~ -l~ . LC) I ':.::t ~o== -1>-. \ c.n. ~ -1>-. \~. 0-- - \0" ~ \ 1~ ~ ~ ~~S~Jl) (JC ~\\~ (,S \J ~~ z~, ".. "".. ........ ~",.t '''''''J..~.." 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" ~ '~~~~ ~...,....,...:::.. ~~ /1 II ---..::........... / I I! ~I J I II _,~=~-:~~ 11*- 3 -fY~ LO ~ 2 ENLARGED RAISED POOL PATIO PLA ~. - - __ - I 0' l' 4' 8' SCALE: 3/16" = 1'-0" WHEN PLOTTED AT 24 X 36 ~esidet) .., ,", (:t~s r! 'fj'~' ~\~j,:"" . it ,.~ r I,,' ,.,. '.:. ! '," Iii, . '~';}/"- ,.,---- ".. ' <<:,/5 ') (,7P{,I~6L'r."'r./ ft};? 'r"~;"J"'~f/~' f-n ,---, PROJECT NO. 03540 1_- 3'-2" "x ", I ~ "----v D I '~5" I ~~ ...L~j;rI r[?]' ~ I I ~ IJ : I I I I I I I I " I 1'1 I ~ ." IX I ~'Ix ~::~ ~ ~ ,r . PI -:..r 1 I 6'- V " " 2' I-- s.Y2" . ..,'. _____If-..." 1\ , ~ ~ ~t2'-4" "1 / . j-L 1 mu - If Ili3 I.~ I:', \!i1! ~\"\; JAM II tOgS \1U ~ O!,,~~~~:~:.~~~ , '. , < '" "'-.. . .."r','~-I~ ~PRC Submital: i._ ~ottE}9:_~__~~~u_~r)'~1~,-2005 -: Date Iss January 10, 2005 ;). , ,"~ '(" .,' ,~", ',\' "I:' i,., l. '" " _ _:~i 03540 ---,.------. --~----~---- CONS UCTION DOCUMENTS./ ~/ . u_______ ____~--~ -----=- ~ - ~ ~=- -= ---, ~ 'i-- ~===_==~~~=~~-~~:~~= --=- " ~ jf'. ~'~ Revisions: XREFS: ^-FP3 ^-Units-2 A_FPl ^-Units-3 mB ^-FP2 ^-FP-PEJoj S_Col-2 S_Col-' ^-SP u.s ^-Floor Finish2 ! ll'i 1 / - e :g :> U / en Ol e .~ o :"it 8 /E Q)00 0lC") 0_ en .. en _ ~@ Eg ~C\I '0 - eO ~~ ~Q It) .. C") e ~o g-g C\I::: /0 a..: a::: . Co . ? CXJ )< I I I 0-, Co Co 30' , /\~ i/ \ Jr-' N - 30' 30' .., 23'-4" 1\ ~. ~ ~ " () 15'-5" 3 EO SPACES 30' -1" 15' 3 EO SPACES 14'-8" 3 EQ SPACES o ---+- 3'-2" o .. ~ I to (/) w U <( CL (/) o W N 13'-7" 30' 30' o :; (/) w u <( CL (/) ~l , I -- '~ ~ -.;t -.;t ;< / / / / 30' /' /' -~-- /' /' /' / / / / / /'1 /"" /"" -'" ........... 3' 4' -1>2" 15' 15' 15' 3 EQ SPACES 15' 3 EQ SPACES 15' 3 EQ SPACES ~ I to 30' 30' 26'-4" 30' (TrM1' O' '. - ."'''-.- '.--------------.----- - V------- . . -,,--------------------------_.. -~,.,' ----- 15' 15' -- -- -~~--- ---- ~~ ~"---- --.,,"-- -~..._--._--- 30' - ~._~-._._-- .... -------..------- 15' 15' r ~ I to 2' -t 2" 2'-t2" 2'-t2" . , ~ ~ - - -- T---=-I - - - - -- -- --- - - -'N 1 II ~ ~ ------------'N 1 ~ ~ . , , ~ 1 1 , I, J: " .. I I I, , I 33'-3" 26' -sJ1" LARGE PATIO PLANS -- -'-----~Ol.,---'---' 15' r (.J 2'-1 ------ ---t= 1- '1 C31 ~II 81 nil ~~~t >( SCALE: 3/16" = 1'-0" WHEN PLOTTED AT 24 X 36 --_.--,..-._--~-----"._------ -----.--'.".-- 30' -1" -_.~_.~_._"-~.-- 15' 14'-8" r 1 .' .. I i I , L I I ~ c c II '2,J) -I -=~- .'.Ii - 'kJ . --- - --- ..~,=-I 11 II II I II II I II : ~ I I COVERED PARKING UNDER LARGE PATIOS Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2003 tHESE PLANS ARE COPYRIGHlB) AND ARE SUBJECr TO COPYRIGHT PROTECTION AS AND "^RCHITECTURAL WORI(" UNDER SECTION 102 OF THE COPYRIGHT ...cT. , 7USO, AS /\MENDED DECEMBEIl. 1990 AND KNOWN AS ARCHITECTURAL WORItS COPYIlIGHT PROlECllON ^CT OF 1990 tHE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVER"-Ll. FOIlM AS WELL AS THE ARRANGEMENT AND COMPOsmON OF SP^CES AND ELEMENTS OF THE DESIGN, SCALE: 3/16" = 1'-0" WHEN PLOTTED AT 24 X 36 I un , ':;~",;:".,/, .- "6'1t ", .' '-:","'- -' G;, '.. \.\v,: .. .\~'\ PROJECT NO. 03540 BPRC Submital: Date Plotted: January 10, 2005 .---.----------------------- ------- ------------ ----- ...- - Date Issued: January 10, 2005 Revisions: -- --------.----.----.-.--,- -.. .,. __. _________n________ _~_____, _n____'_m_' ___________,__,______ n__________. ________ n _n __ ____ 03540 __ _,__._,__u___. __ __,____,___ CONSTRUCTION DOCUMENTS _ _,___, __,___________,___ _u__,_____~ A-436 ~ -q ...- ....,. ....,. I <( ./ - j .1 ~ ~ ~ I~ Ii .~i Ii II a..: a::: ~ s:LOUVER TYPES 2'-0" 1 f ![. o WINDOW TYPES 4'-4" EQ. EQ. v EQ. 'I 'I I ~ !,~ [lD,~ o -~ f14\ Y r- I " o I 1'-0. H ~ ~.---' .- %> 4'-0" M.a. EQ. "EQ. EQ. 1 'I D f15\ I~ T LJ3\ ~ 'e5 ~ ;.-, (10\ 'b ~~ v t<- 3'-4" M.a. EQ. "EQ. f3\ I~ I f1\ ~ ~ -~ " 1" 'k- in 2'-0" 1# II 1 1 ~ GR,ILLE @ INTERIOR ELEVATOR LOBBY ci w :c u (/) w w (/) .:;;;~:~ " 00 I 'C.o " o I N -tSEE SCHEDl ci w :c u (/) w w (/) o NOTE: REFER TO SHEET XXX FOR DESIGN PRESSURES AND IMPACT RESISTANCE FOR DOORS, WINDOWS AND LOUVERS 8 -0 M.a. OR DESIGN PRESSURES AND IMPACT RESISTANCE FOR DOORS, WINDOWS AND LOUVERS 8'-0" M.a. 8'-0" M.a. (9\ ~ r 9 '\ ,. ~ ~5~ ~&-~r4\ ~!~ " ~ 1- a, 8'-0" M.a. "lW I 'C5I I r M.f r- r4\ ~ d ::::E . o I 00 o INOPERABLE STOREFRONT ci w :c u (/) w w (/) \ \ \ / / / rM.l ------ 8'-0" M.O. 1 r '_0" M.a. . o I N o SINGLE HUNG - OPERABLE LOWER PANEL DOOR TYPES iSEE SCHED-r ci w :c u (/) w w (/) / / / / / @. @. lL..~ lL..~ lL..w lL..w <(:::E <(:;:E - I--:i- I-:::E .q-(/)OlX)(/)O .I\,LIo.1 <co 1'~Ck:.q-wCk: %> f15\ ~ f13\ 'e:Y " o I c::::i ;.-, ~ . .- o I 'C.o 2'-6" 3'-4" 1 fir ~[. ~[. f14\ Y I . o I N G\ Y I " o I N 2'-0" " " 1 1 g] <V FLOOD VENT @ EXTERIOR v 'I ~ DDD ~ ,~ ~ [IL-Jil o MDF POCKET DOOR i SEE SCHED, t @ " 4'-0" M.a. " cf6\ I~ I "-(9\ II~ I ~~ 1f4\ t5\ 1'e:Y Y ~[ .- /4\ I~ Iy " ~ o "I ~ N " DO " .1 B DOl in ~ ~ ~ c::::i ~ " 00 I 'C.o " o I Do " o I in \ \ \ \ \ o HM FRAME TYPES ~ 2~ SEE SCHED. ~/ ci w :c u (/) w w Vl 8 " o I N iSEE SCHED-r ci w :c u Vl w w Vl / / / / / G SINGLE HUNG - OPERABLE LOWER PANEL i SEE SCHED. t- ci w :c u Vl w w (/) o SINGLE HUNG - OPERABLE LOWER PANEL iSEE SCHED't c::i w :c u Vl w w (/) FLOOD VENT 3'-4" M.a. L. EQ. EQ. 1 f3\ II 'e:Y 1(1\ ~ f2\ Y I @ SINGLE HUNG - OPERABLE LOWER PANEL i SEE SCHED. f 4'-0" M.a. f8\ I 'e:Y . II I r4\,,~ LJ 'e:YJ" !"..--...... r-- ~ 15\ " !y ;.-, I " o I N " DO ~ " ~ ~ I " DO I N <0 o o \ \ \ \ \ o MDF o HM LOUVERED " ~ 2;'SEE SCHED. t 1'-8" " ~ 1 r _ ci w :c u (/) w w (/) @ ci w :c u (/) w w Vl ,~ o MDF LOUVERED ci w :c u (/) w w (/) It==Jillt==:Jll! o MDF DOUBLE BY-PASS " ~ 2" SEE SCHED. 2" . f'5'1 Iy I f4\~ ~~ I 'C.o f5\ Y INOPERABLE WINDOW WALL INOPERABLE WINDOW WALL INOPERABLE WINDOW WALL NOTE: REFER TO SHEET XXX FOR DESIGN PRESSURES AND IMPACT RESISTANCE FOR DOORS, WINDOWS AND LOUVERS Keyplan 8 *DOUBLE EGRESS DOOR d ~ " DO I -:.r t5\ \t-503J,. 151M. I . 8 ci w :c u Vl W W (/) I I " o I N I " o I N " o I N o (0 o o o o SEE SCHED. SEE SCHED. \ \ \ ci w :c u (/) w w (/) \ \ GL \ INOPERABLE WINDOW WALL INOPERABLE WINDOW WALL INOPERABLE WINDOW WALL INOPERABLE WINDOW WALL INOPERABLE WINDOW WALL INOPERABLE WINDOW WALL ci w :c u Vl W W Vl / / / \ \ GL \ WALTON H. CHANCEY & ASSOCIATES ARCHITECTS PA REVISION J ADDENDUM #J - MARCH JO, 2005 REVISE LOUVER TYPES C & 0 DELETE FIBERGLASS REFERENCE A T DOOR TYPE 'G' o ALUM o ALUM o ALUM i SEE SCHED. f r 5'-0" SEE SCHED. LEGEND DOOR WD HM AL & FRAM E WOOD HOLLOW META ALUMINUM j i I ' I, 1-- EVElOPMLN 1 SU :'v :ClSC)[r"-: '.... . ,~-" ..-'" ". ' r 1 r r r A B C D GLAZING IMPACT RESISTANT GLASS FIRE RATED CLEARED GLASS TEMPERED GLASS ci w :c u (/) I.LJ W Vl / / / ~~II ci w :c u (/) w I7l ci w :c u (/) w w (/) ci w :c u Vl W W (/) \ \ o ALUM, SLIDING DOOR OX o ALUM. SLIDING DOOR OXO o ALUM. SLIDING DOOR OXXO G) ALUM ':' ~..'tH _~.'~:' ,:,-\,,_: .::,,': \-/ t ~':' . , ~:...\ ~'-"~..~.. . ~. .. ,',~, :.": ">:: (,1.\ ,r, ,,\ "~ _l'i"' l~,\ _:~,' 1. \., c:~,.~.~.',.',;:,f" ;8.' ';\':"[, 8 d~ (#>;?" , ..e6idell~ ,II'. '... ' ~... ~ '~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~'}I~ ~"'") a"..r~.~~ PROJECT NO. 03540 '\ ..~ o 2003!He5f PlANS ARE COP'fRIGHI!D AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND 'ARCHm:cTUIlAL WO!lI(" UNDER SECTION 1 02 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEM8ER. 1 m AND IO<OWN AS ARCHITECTURAL WO!lKS CoPYRIGHT PROTECTlON ACT OF I m !HE PROTEC1ION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOsmON OF SPACES AND ELEMENTS OF THE DESIGN, .: i\ BPRC Submital: Date Plotted: June 20, 2005 Date Issued: January 10, 2005 Revisions: &. Addendum #3 - March 30,2005 ill BUILDING DEPARTMENT COMMENTS JUNE 20, 2005 03540 -- CONSTRUCTION DOCUMENTS SCHEDULES A -44 1 ----7- ~ -,- .,-.-'- ~~~ c-,::-~ -----.J _ _~'__~~ _ _C~-_~,-=_~~~~~ -_-=-==:=::.:;:::::.-- ~, ---== --- -~/-=-~,-.,--- ---~----, I ' --------/-,~ r' I XRI s: m~ LOUVER TYPES -0> ~ 'U )- ~ ,. <( /" - C ~ fj .~ ~ m5 ~ ~ Q" ~ IE O't"O ~.... ~~ .~\i ~~ .~~ ~~ ~lQ I Ji ~i cP't a..: a::: l' -0" N · ~El !~@J @. @. I I I.J..() I.J..() I.J..W l.L.W <~ <~ = r-:i= r~ v(f)O(()(f)O .' b!-IO.' <0 ,,~~VW~ 2'-0" 1 r ~[. ([) WINDOW TYPES 4'-4" EQ. ,. EQ. EQ. '[ '[ ~~~ lJlJ~ . r o I 10 t14\ ~ I.---- I . o I N o SINGLE HUNG - OPERABLE LOWER PANEL DOOR TYPES iSEE SCHED't !<- / I c:i I.&J :I: U Vl I.&J I.&J Vl / / \ \ \ \ \\ -'I<- o HM FRAME TYPES . 2~SEE SCHED.1r2" NL.- l c:i I.&J :I: U Vl I.&J I.&J Vl 1 8 <@> f15\ 'e:!Y f13\ 't:::Y . o I c::i -n ::E . o I 10 . o I N iSEE SCHED. " l !<- c::i W :I: U Vl W W Vl \ I<- I I \ o MDF - - -- ...., 'V 'V' 'V 'V" 'V'-v 2' - 0" ~ " '[ '[ !=~ R 00 3 2'-6" 3'-4" II f t~) ~[. ~[. < --""-^,---,A -^ ^ -^ ^-^ <S> ~ 4' -0" M.D. EQ. EQ. ,. EQ. -, l f15\ 't:::Y (13\ ~ \t53/ ~ .., f1O\ 'b ~ \t5' ~ I D~ t14\ ~ I.---- I . o I N @ SINGLE HUNG - OPERABLE LOWER PANEL iSEE SCHEDl - I ) c:i I.&J :I: U Vl I.&J lI.J Vl --- o HM LOUVERED t,. SEE SCHED. ..t R ~ l ~ ~ 2~ SEE SCHED, " 1'-8" " · l '[ NOl.- l" c::i W :I: U Vl W W Vl I<- \ c:i I.&J :I: U Vl W W Vl I '-- \ 8 @ <S> GRILLE @ INTERIOR ELEVATOR LO BBY 2'-0" " " '[ '[ ;F-g] ;-~ 00 3'-4" M.O. EQ. ,. EQ. f3\ I \f!!JJ I f1\"ro ~I '---/ N . ~ I Ln f2\ ~ I o . o I N SINGLE HUNG - OPERABLE LOWER PANEL i SEE SCHED. t !<- c::i I.&J :I: U Vl W I.&J Vl I<- o MDF LOUVERED ---- \ \ \ '~f7 ~ (~ ,Vl W W Vl l FLOOD VENT @ EXTERIOR v FLOOD VENT ,. 3'-4" M.O. ,. EQ. " EQ. 1 (3\ 1 Il~ 1{1\ 'e:!Y "k-- f2\ 'YY I (0 SINGLE HUNG - OPERABLE LOWER PANEL i SEE SCHED. t I<- o~~ c:i lI.J :I: U Vl I.&J ~ It::=:J~1 1~c:=J111 ,DO I<- o MDF DOUBLE BY-PASS SEE SCHED. t M4 / BlE EGRESS DDOR / f I ----1- Keyplarr\ ( 8'-0" M.O. l ci ~,~- [JlJCJ ::E "ro I 10 . o I N iSEE SCHED't !<- ~ fi"P ~ c:i W :I: U Vl I.&J W Vl 1~c=J~1 01 o INOPERABLE WINDOW WALL J / I \ ! \ L- l<- o MDF POCKET DOOR SEE HED. 7 ~~ c::i I.&J :I: U Vl W I.&J Vl - s c:i W :I: U Vl W W Vl { // I ff6\ I 't:::Y 1 \~ \~ 1 f4\~ ~~ I 10 i SEE SCHED. " l l<- 7 ~I / / / / I" ~~ I~I 0, I<- .....,- G ---- - --- -- ------- A-------- ./ / 4' -0" M.O. ,. cf6\ I~ I ~ [J '~(::\ \~ I~ . o I N I o INOPERABLE WINDOW WALL .~__..~,_~_,~___.....i- ,. 8 -0. M.O. f9\ ~ NOTE: REFER TO SHEET XXX FOR DESIGN PRESSURES AND IMPACT RESISTANCE FOR DOORS, WINDOWS AND LOUVERS " .,;;, 11' ,. ~ I . ~ ~ 'I :::::E N 4'-0" M.D. -(8\ r 'e::Y . II I f4\~ LJ 'e:!Y; R 1.....----.... .- ~ 1/ 5 " or ~ ;" ^ ~.~ D~_~~AJ~ ~- _ -'- ==; ilf4\ lJ~ . 00 I ;,. f5\ ~ I . o I N I . o I N o G INOPERABLE WINDOW WALL INOPERABLE WINDOW WALL ~ / SEE SCHEDULE V.l f12\ ~/ f1O\ ~ Vl 3 SEE SCHEDULE (12\ ~ f13\ f13\ 'tY ~ 1 f13\ ~ SIL f11\ ~ , J 32" ICLR. l MIN. OPENIN~ ci I.&J :I: U Vl l.Ll W Vl ~ 'C5 I I J. 32" CLR. ~ MIN. OPENIN , o ALUM. SLIDING DOOR OX o ALUM. SLIDING DOOR OXO WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A \ . 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 co 2003 THESE PLANS ARE COPYRIGHlED AND ARE SUBJECT TO COPYRIGHT PROTE:T10N AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMSER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTtCTION INCLUDES SUT IS NOT LIMITED TO THE OVERALL FORM AS WEll. AS THE ARRANGEMENT AND COMPOsmON OF SPACES AND ELEMENTS OF THE DESIGN, d ::E "ro ,.~ ~~' LO f5\ ~ I . o I N R CD o CD INOPERABLE WINDOW WALL INOPERABLE WINDOW WALL ~< ---~,.;' / -::" ~-O. M.o; I 1 , I I i l<-- ~ I I I I I I I ' . I I \ I , I I I I I I I I I I @ INOPERABLE STOREFRONT ~,~- .--- ~- ,.".....~,.- "./' ~----_.... ,.'. 8'-0. M.D. f _0. M.O; 1 I I I I I.-- l" I ~-O" M.O~ , 1 ~~I :/ Y NOTE:?R TO SHEET XXX FOR DESIGN PRESSURES AND IMPACT RESISTANCE FOR DOORS, WINDOWS AND LOUVERS 8'-0" M.O. (9"' ~,/ ' ~. , ,,/ >F 8'-0" M.O, ,. f6\ ~ I Il~ : : ^"~ ! '-rIll II II I I I ! ~~' (]I ~ ~11't 1,- j'l II \1 I, '4' .,/ ' ( 4 '\ i I, I 1,'[ II ( 4 '\ ;' ~,-I I II II ~ ml I II II d I I II I ::E \ I II I ~ I II f5\ II II .,1 \F- 503),., I I II ISIM. I ./~ n I I d \ I ~ I I 10 I I I I U ~r- ~,I , f R o I 00 I I I I I I I I I I I [I II II [I II II II II II [I II ]1 I I I I ~ \~ ILn I I ~ (0 o "rol I _I I I NI r o INOPERABLE WINDOW WALL NOTE: REFER TO SHEET XXX FOR DESIGN PRESSURES AND IMPACT RESISTANCE FOR DOORS, WINDOWS AND LOUVERS I r 14'-0. M.O. f12\ ~ 5'-0" tSEE SCHED. " -f [1(9\ II ~502) I I "-,-/ I 1 II ',~ ~V'eY ~ lit ------,i'- I I i 11 I r--I I I I ' I I I i I I 1 ] , [ I 1 I I I I I I ~ 110\ ~ I f14\ ~ SIM. i~ II II I I I II II I I I . . I I II I I I II I I I .. "1 rB\ 'e5I C0 ALUM f15\ ~ ~1f1\ !if7\ ~ 1't:5J 1't:5J ~ I c::i I.&J 23 Vl I.&J ~ f11\ \tP ~ I o ALUM. SLIDING DOOR OXXO f4\ 'e5 J " 1 I I .1 Cl I.&J :c U Vl I.&J I.&J Vl SEE SCHED. t3\ 'e:Y c-\ c II III I II II . II \ \ , I II II II I I --JI' !?\ 'eY o ALUM -- '" 'V v REVISION 3 ADDENDUM #3 - MARCH 30, 2005 REVISE LOUVER TYPES C & 0 ) DELETE FIBERGLASS REFERENCE AT) DOOR TYPE 'G' ____ A...-/'--- - ^- ^- ^'- 3 ( ~~i ~~ ~~ 1 ~ F~.) J;.~ i · ....- W I'~ :;j;,v:1 ,. ,.~ ~fS.7;;: ~eh\id@t)~, .. ~, ifI". ,~ , ~ ", I I [ \ I I [ I I I I I I I I i t.'~ x. ..... ~ I C)JAL~~- .,.. ,.' ,i.. "..'. (C~2:1'M) ,,-"7~~'?I<~8a,'~~ ",_:::?~a~'6If'<fft'1 I ' - I PROJEC~NO. 03540 .. 1 INOPERABLE WINDOW WALL INOPERABLE WINDOW WALL f I I I I I I I II II {1\ /1 'eY I I I i SEE SCHED.:t (9\ I I~) I I '--I" ' t- 1 I 1 c:i I.&J :c U Vl I.&J W Vl ~I<- GL \ I -rB\ 'eY o ALUM LEGEND DOOR & FRAME WD HM AL WOOD HOLLOW METAL ALUMINUM A B C D GLAZING IMPACT RESISTANT FIRE RATED CLEARED GLASS TEMPERED GLASS BPRC Submital: Date Plotted: March 31. 2005 u Date Issued: january 10. 2005 Revisions: -& Addendum #3 - March 30, 2005 " SEE SCHED. I r X\ 'r II~II 'I<-- I / I ,,' .r----...c:i ( 1 '\ ~ 'e5 ~ l.Ll Vl / !I IX"- 'e5 1\ I<- ~:\I \, fi\ 'e5 o ALUM G LAS S 03540 CONSTRUCTION DOCUMENTS ....." .. ..,. L-~------'-__~~__=-~" XR -- LOUVER TYPES r "'-- / ,~ , I 1'-0" 2'-0" H 1#. W. . 1 1 GRILLE @ 2'-0" . ~ 2'-6" 3' -0" ~ [ii INTERIOR 0 1 t 1 1 t 1 t I ELEVATOR ~ . LOBBY ~[[I @. @. ![. ![. co ~n ~I 2'-0" ~w ~u <w w v <::E ::E 1 1 It I-~.It I-:::!E . g FLOOD VENT @ ...... v<nolX)<no 1 EXTERIOR .I~O-' <co ~ '" a::'ltwa:: . co ([) <@> <S> ~ <t> FLOOD VENT \" \ WINDOW TYPES 4'-4" 8'-0" M.O. 4'-0" M.O. EQ. D[JD . 0 . 0 0 I I ci ;.., ci ;.., ~ ::E . b 0 I 1 U:l U:l . co I N . co 1 N ci ~ ci ~ ~ I U:l . ~ ci I ~ N . co 1 U:l . o I N . o 1 N . co I ':q- . o 1 N . o I N . o I N . o I N . o I N o @ o o o SINGLE HUNG - OPERABLE LOWER PANEL SINGLE HUNG - OPERABLE LOWER PANEL SINGLE HUNG - OPERABLE LOWER PANEL SINGLE HUNG - OPERABLE LOWER PANEL INOPERABLE WINDOW WALL INOPERABLE WINDOW WALL DOOR TYPES iSEE SCHEDl iSEE SCHEDl i SEE SCHED. t iSEE SCHED.f_ / / / / / / / c::i / c::i / c::i c::i I".J / I".J / I".J W ::I: ::I: / ::I: :J: U U U u en I' en "\ en en I".J \ w \ I".J L.&J W I".J l;l ~ en \ en \ \ \ \ \ \ \ \ \ \ iSEE SCHEDl 1 0 / / / 8 c::i w ~ ::I: 11c=:J11 u ~r---lll en w ~ ~ - en [S] 0 SEE SCHED. i f I- I v', ~ ~ ~ ."", )- . NOTE: REFER TO SHEET XXX FOR DESIGN PRESSURES AND IMPACT RESISTANCE FOI\ DOORS, WINDOWS AND LOUVERS 8 -0 M.O. NOTE: REFER TO SHEET XXX FOR DESIGN PRESSURES AND IMPACT RESISTANCE FOR DOORS, WINDOWS AND LOUVERS 8'-0" M.O. 4'-0" M.O. . o 1 N 8'-0" M.O. -r J~L ~ --l r"U.r t-- I . o I 00 ci ~ . . ...... I m . DO . .1 B co, in ci ~ . o I N . DO o (0 o o @ INOPERABLE WINDOW WALL INOPERABLE WINDOW WALL INOPERABLE WINDOW WALL INOPERABLE WINDOW WALL INOPERABLE STOREFRONT f"' 1-'1 I ~I JI to , I rf- 8'-0" M.O. +---~- I I I 1 -r I -l d ~ 2'-0. M.O. r- r----- I I I I . o I in . o I 00 . I I ~ I 1_. _ 1__ __ J " o o (0 INOPERABLE WINDOW WALL INOPERABLE WINDOW WALL INOPERABLE WINDOW WALL NOTE: REFER TO SHEET XXX FOR DESIGN PRESSURES AND IMPACT RESISTANCE FOR DOORS, WINDOWS AND LOUVERS f c:i L.&J :J: U en L.&J L.&J en . 14'-0" "'.0. 1 f 1 r I c:i I".J :J: U en I".J I".J cn 1~1111c=:J11 o HM o MDF o HM LOUVERED o UDF LOUVERED o MDF DOUBLE BY-PASS o MDF POCKET DOOR o FIBERGLASS o ALUM, SLIDING DOOR OX FRAME TYPES ~ 21 SEE SCHED. 'j1<r 2" SEE SCHED, 1'-8" ~ ~~<- -If f 1 ,- 2" SEE SCHED. "..2" ~f 1 2" SEE SCHED. 2" i SEE SCHED, t . ...... ~ ~ c::i I".J :J: U en L.&J I".J en c::i w :J: u en w w cn c::i I".J :J: U en L.&J L.&J en c:i L.&J o cn w w cn - ; I <( ,,/' - ! .1 ~ ~ ~ Ie ~i Jiri .~; ~~ ~= ~j ;~ II n.:a::: c:i W ::I: U en w w en I I +- - .- 8 @ 8 8 *DOUBLE EGRESS DOOR s Keyplan c::i LaJ :J: U en w w en c::i LaJ ::I: ~ LaJ ~ o ALUM. SLIDING DOOR axo o ALUM. SLIDING DOOR OXXO (0 ALUM ~ -~ rm JAM J 1 2005 & WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A r---- I I I i I I i '~-,- /'- r:;-- -- -) i I (;)rh,n~.kI;-6e-'</ {f~~~Jr~7~" i 1--- PROJECT NO. 03540 - '- . ! 1 , L_. ~____~___~j ~-~l I i I I I I I I I I I I I I I i I I ;'.'j..} .a..e5idel'} ,.- (.'~ tI ~ ~ ~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ,- :,C:':'; :':, >ft) ":f /; iiI') , \\\<<<'" ".\~,~ C 2003 lHESE PLANS ARE COI"fRIGHTED AND ARE Sl/8JECT TO COPYRIGHT PROTECTlON AS AND "ARCHITECTURAL IYOIl..- UNDER SECTION 1 Q2 OF THE COPYRIGHT !\CT. 17USO, AS AMENDED DECEMRER. 1990 AND ICNOWN AS ARCHITECTURAL IYOIlI($ COPYRIGHT PR01EC11ON ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FOIlM AS WEll AS THE ARRANGEMENT AND COMPOSmON OF SPACES AND ELEMENTS OF THE DESIGN. -_J I I i I I I i I _J T 'f~l I \\ I I / l/' L__~ SEE SCHED. f I I ' , I t- I / / c::i W :I: U en I".J w en c::i L.&J :J: <..> en LU L.&J cn L \ GL \ o ALUM o ALUM o ALUM LEGEND DOOR & FRAME WD WOOD HM HOLLOW METAL AL ALUMINUM GLAZING A IMPACT RESISTANT GLASS B FIRE RATED C CLEARED GLASS D TEMPERED GLASS ',-, '... '~ ate Plotted: Jan~.9ry~~_ 2005 '-"; Do sued: January 1 0, 2005 03540 TRUCTION DOCUMENTS \ -~--'--'._~-~--_._--'- ~ '0 N ...,. 1 / - e :g :> U / en Ol e .~ ~ o ...,. 8 /E g~ en .. en...,. ~@ ~g ~C\I '0- .!;;~ ~ e ~~ It).. 8e /0 8~ C\I::= /0 0.: a::: XREFS: ^-FP3 ^-Units-2 A_FPI ^-Units-3 LFum-2 LFum-3 mB ^-FP2 ^-FP-PEN ^-FP..symb ^-AnishLegend S_Col-l S_CoI-2 S_CoI-3-6 DOOR NOTES 1 PROVIDE CLOSERS AT COMMON AREA DOORS, 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE, 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED, 4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS, 5 REFER TO SPECS FOR DOOR GLAZING. 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED, 7 DOORS SHALL MEET LOCAL WINO SPEED REQUIREMENTS. 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS, 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS, 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" OF DOORS, 11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD SCHEDULE, NOTED ALL "WALL, EDGE ZONE" IN REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR LEGEND DOOR & FRAME WD WOOD HM HOLLOW METAL AL ALUMINUM GLAZING A IMPACT RESISTANT GLASS B FIRE RATED C CLEARED GLASS D TEMPERED GLASS ffi m. DOOR SCHEDULE COMMON AREA DO~lR SIZE DOOR FRAME LABEL G LAZ E DETAIL:::, HDWR REMARKS TYPE TYPE TYPE HEAD JAMB THRFS, SET 101 3'-0" x 8'-0" (PAIR) 1-3/4" A HM 45 MlN 3/A-504 1/A-504 2/A-S04 6 102 3'-0" x 8'-0" 1-3/4" A HM 90 MIN 3/A-504 1/A-504 2/A-S04 7 103 3'-0" x 8'-0" (PAIR) 1-3/4" M HM 3/A502 SIM, 1/A502 SIM, 2/A502 SIM, 8 104 3'-0" x 8'-0" (PAl R) 1-3/4" M HM 3/A502 SIM, 1/ AS02 SIM, 2/A502 SIM, 8 105 3'-0" x 8'-0" (PAl R) 1-3/4" M HM 3/A502 SIM, 1/ A502 SIM, 2/A502 SIM, 8 106 3'-0" x 8'-0" (PAIR) 1-3/4" M HM 3/A502 SIM, 1/AS02 SIM, 2/ A502 SIM, 8 107 3'-0" x 8'-0" 1-3/4" A HM 3/A-504 1/A-S04 2/A-504 9 108 3'-0" x 8'-0" (PAIR) 1-3/4" A HM 45 MlN 6/A-501 4/A-S01 5/A-SOl 10 109 3'-0" x 8'-0" (PAl R) 1-3/4" A HM 6/A-S01 4/A-SOl 5/A-SOl 6 110 3'-0" x 8'-0" 1-3/4" A HM 90 MlN 3/ A-S04 1/A-S04 2/A-S04 7 1 1 1 3'-0" x 7'-0" 1-3/4" A HM 3/A-S04 1/A-S04 2/A-S04 1 1 112 3'-0" x 7'-0" 1-3/4" A HM 3/A-S04 1/A-S04 2/A-S04 12 NOTE: FOR DOOR TYPES, SEE SHEET A-441 TYPICAL UNIT DOORS ALL FLOOR LEVELS DOOR SCHEDULE COMMON AREA DOIlR SIZE DOOR FRAME LABEL GLAZE Jl::.IAlLS HDWR REMARKS TYPE TYPE TYPE HFAD ,JAMR THRFS, SET 201 3'-0" x 8'-0" 1-3/4" A HM 45 MlN, 6/A-501 4/A-501 5/ A-SOl 9 202 3'-0" x 8'-0" 1-3/4" A HM 45 MIN, 6/A-501 4/A-501 5/A-501 13 ~'v' ~'...-2S..8'-0" 1 - 3j 4" A HM 90 MlN 3/A-S04 ~ 1 /~--).Q4 _2/lc~4~ 14 ( v V V v V v- V' V" V" V" v ') 204 3' -0" x 8'-0" (PAIR) 1-3/4" M2 HM 20 MIN, 6/A-S01 4/A-SOl 5/A-501 6 ""'d- ,A. ,,-^- A.J ..A" -^ A. ~ 8M./'- ~ ^-..../'- --/\.. -^ .J.:\.. .h.. .h. ~ '~- ^ ,...6. r--' 1::;- -0- x 0 U \ r7'\1 K) -^ M^ l)j'K'"'-:::rt:Tl- "!-/ Fe -::Jul I:::> 207 3'-0" x 8'-0" 1-3/4" A HM 90 MIN 6/ A-50 1 4/A-S01 5/A-S01 16 208 3'-0" x 8'-0" 1-3/4" A HM 45 MIN, 6/A-SOl 4/A-SOl 5/A-501 13 210 2'-10" x 8'-0" (PAIR) 1-3/4" A HM NR 6/A-SOl 4/A-501 S/A-S01 17 211 3' -0" x 8'-0" 1-3/4" A HM 90 MIN 3/A-504 1/A-S04 2/A-S04 14 NOTE: FOR DOOR TYPES, SEE SHEET A-441 TYPICAL UNIT DOORS ALL FLOOR LEVELS DOOR SCHEDULE COMMON AREA DOIlR SIZE DOOR FRAME LABEL GLAZE Jll AILS HDWR REMARKS TYPE TYPE TYPE HFAD ,JAMR THRFS SET 301 3'-6" x 8'-0" 1-3/4" A HM 45 MlN, 6/A-501 4/A-501 S/A-501 9 302 3'-6" x 8'-0" 1-3/4" A HM 45 MlN, 6/A-501 4/A-S01 S/A-SO 1 13 ( ~ l\' -0" x 8'-0" 1-3/4" A HM 90 MlN 3/A-504 llA-S04 2/A-S04 14 ~- v v V v- v v- v v- V" 20 MIN, V" V" V" ,V' v v v v "- ') 304 3' -0" x 8'-0" (PAIR) 1-3/4" M2 HM 6/A-S01 4/A-501 S/A-501 6 A /' 17'^~' ./IsL'~" ~" M^ RM../' I i::J'R /'- -^--^ /'.. ./'.. r ~ - ~ .4'. -^ V '--'u'--' r-:r- "t::I'" ^ O-'V ,I nll\7 -Uj7\'~ r- 5 -::Jul IT 307 3'-0" x 8'-0" 1-3/4" A HM NR 6/A-501 4/A-501 5/A-S01 16 308 3'-0" x 8'-0" 1-3/4" A HM 45 MlN, 6/A-SOl 4/A-SOl S/A-S01 13 309 2'-10" x 8'-0" (PAIR) 1-3/4" A HM NR 6/A-S01 4/A-501 S/A-S01 17 310 3'-0" x 8'-0" 1-3/4" A HM 90 MIN 6/A-501 4/A-501 5/A-501 14 701 3'-0" x 7'-0" 1-3/4" A HM 18 ROOF ACCESS DOOR 702 3'-0" x 7'-0" 1-3/4" A HM 18 ROOF ACCESS DOOR n nn C' I~l n ~ l!5 u: U "J . i., ~ l! \ .- -,--"""1; ~< , r '", f It ,., ~ ./ ILl J....i (. L eo' ~ I I '-' , l~ ".... .... ,..-..,- ~~"~'...'.~ ~ -'-0- ~ nJ:\i f; . ~ . H ~ . I':.. r.:.t ,.~ .. -,~ '1 " , :~ .;... :' ~ ' '. t-,-"". ">r# "^ "',"'~'. '-' ..~.,~..,.~ .. '[ '~, NOTE: FOR DOOR TYPES, SEE SHEET A-441 TYPICAL UNIT DOORS ALL FLOOR LEVELS Keyplan ~'."'.""'..'."..' (@.~.",-" _. ,'."""".,. ...~'.,......,.,." ..................~. ."". ~ PROJECT NO. 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 M1785 5365 E Cfy Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 2003lHESE PLANS ARE COPYRIGHJB) AND ARE SUBJECr TO COf>YRIGHT PROTECTION AS AND 'ARCHI1ECTURAL WOlllC' UNDER SECllON 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMSER.. I ~ AND KNOWN AS ARCHrrECrURAI. WORKS COPYRIGHT PROTECTION ACT Of 1\190 THE PROTECTION INCLUDES BUT IS NOT LiMrrED TO THE OVfRALL fORM AS WELL AS THE ARRANGfMENT AND COMPOSmON Of SPACES AND ELEMENlS OF THE DESIGN, BPRC Submital: Date Plotted: June 20, 2005 Date Issued: January 10, 2005 Revisions: ill BUILDING DEPARTMENT COMMENTS JUNE 20. 2005 A-442 03540 .c'2.,.....J ,,_..idel.l V' . ~tl "... t>> ~. , tS '>>,.' , C""... .. CONSTRUCTION DOCUMENTS XREFS: ^-FP3 ^-Units-2 A_FPI ^-Units-3 LFum-2 LFum-3 mB ^-FP2 ^-FP-PEJoj A_FP-5ymb ^-AnishLegend S_CoI-l S_CoI-2 S_Col-3-6 ~ '0 N 1 / - e Q) t: :> ~ en Ol e .~ o ...,. ~ Q) E Ol~ 0_ en .. en _ ~@ ~~ '0- eO ~~ ~Q It) .. C")e ~o ~~ /0 a..: a::: DOOR NOTES PROVIDE CLOSERS AT COMMON AREA DOORS, 2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. 3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUiRED. 4 PROViDE SMOKE TIGHT DOORS AT STAIR LOCATIONS 5 REFER TO SPECS FOR DOOR GLAZING, 6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED 7 DOORS SHALL MEET LOCAL WIND SPEED REQUIREMENTS 8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON AREA DOORS, 9 PROVIDE FIRE GLAZING AT RATED CONDITIONS, 10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24" OF DOORS, 11 SEE STRUCTURAL DRAWINGS FOR WiNO LOAD SCHEDULE, NOTED ALL "WALL, EDGE ZONE" IN REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE" 12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR LOCATION DOOR LEGEND DOOR & FRAME WD WOOD HM HOLLOW METAL AL GLAZING A ALUMINUM IMPACT ISTANT GLASS RATED TEMPERED GLASS I Keyplon WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2llO3 THESE ~LAi'lS ARE COPYRIGtfTB) AND ARE SUBJECT TO COPYRIGHT PROJECTION AS AND 'ARCHrTECTURAL WORlC' UNDER SECTION 102 OFTHE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTUIlAL WORKS CQPYIlIGHT ~ROTECTiON ACT OF 1990 THE ~ROTECnON INCLUoes BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS TliE ARRANGEMENT AND COMPosmON OF S~ACES AND ELEMENTS OF THE DESIGN, DOOR SCHEDULE DOOR SIZE 101 102 103 104 105 106 107 108 109 110 1 1 1 3' -0" x 8'-0" (PAIR) 3' -0" x 8' -0" 3' -0" x 8' -0" (PAIR) 3' - 0" x 8' -- 0" (PAl R) 3' -0" x 8' -0" (PAIR) 3' -0" x 8' -0" (PAIR) 3' -0" x 8' -0" 3' -0" x 8' -0" (PAIR) 3' -0" x 8' .-0" (PAIR) 3'-0" x 8'-0" 3' -0" x 7'-0" 112 3'-0" x 7' -0" I- I -- I- 1- 1- DOOR TYPE A A M M M M A A A A A FRAME TYPE HM HM HM HM HM HM HM HM HM HM HM NOTE: FOR DOOR TYPES, SEE SHEET A,-601 TYPICAL UNIT DOORS AU. FlOOR LEVELS 1 -- 1 -- 1--,3/4" 1 <3/4" 1- 4" DOOR SCHEDULE DO~)R 201 202 203 204 205 207 208 210 21 1 NOTE, SIZE 3' -0" x 8'--0" 3' -0" x 8'-0" 3' -0" x 8'-0" 3' -0" x 8'-0" (PAIR) 3' --0" x 8'-0" (PAIR) 3' -0" x 8'-0" 3' -0" x 8'-0" DOOR TYPE 1- " A -'-------- 1---- 1-- 4" A 1- 4" 1- 1- :', 4" ------- 1- 4" ,-------+-- '1- 4" 2' -10" x 8' -0" (PAIR) I "A ---_.------- 3' - 0 " x 8' - 0" i- :~ /4 " A - -,---~- .._-, , ~----- -- - --=t-~~ ,--------- 1--._-,--- A M M A A FRAME TyPE HM HM HM HM HM HM HM HM H~v1 DOOR SCHEDULE FOR DOOR TYPES, SEE HfTf ;.\-601 TYPICAL UNIT DOORS ALL I=-UJOR LEVELS DOOR SIZE 301 3'-6" x 8'-0" 302 303 304 305 307 308 309 310 701 702 3' -6" x 8'-0" 3'-0" x 8'-0" 3' -0" x 8'-0" (PAIR) 3'-0" x 8'-0" (PAIR) 3' -0" x 8'-0" 3' -0" x 8' --0" 2' -10" x 8' -0" (PAIR) 3' -0" x 8'-0" 3' -0" x 7'-0" 3' -0" x 7'-0" DOOR FRAME TYPE TyPE A HM A A M M A A A A I 4" F------ , A ---.-t - .----+ =--+-- I Hrv1 HM HM H~1 HM HM HM HM A HM HM ----------1 d.es.id, en... ,.~ ,. .', <:(~ ! tI"" \ · , -::)/,f"//- t.... <<) . ')' -j I L ( ~n';::::~~o~:;kj~W~: I NOTE: FOR DOOR TYPES, SEE SHlU j,-F)O"1 TYPICAL UNIT DOORS ALL F' U:VELS r--- LABEL GLAZE TYPE 45 MlN 90 MlN 45 MIN 90 LABEL GLAZE TYPE 45 MIN, 45 MIN, 90 MlN NR NR 90 MIN 45 MlN, NR 90 MIN LABEL GLAZE TYPE 45 MlN, 45 MIN, 90 MlN NR NR NR 45 MIN, NR 90 MIN -~------~~-----~- COM-MONAR EAl TAIL_, ._-~-,--~ HEAD JAMB THRES, .__~~~(i~_ ~-=:~~)2..._+_~__=-~0 .~.__ :3 :',U4 1 /A~504' :~CJ4 ----~ Irv1, I/A502 '::,ltvl, I~k HDWF' S[l REM.t'RKS h ,(~, Irv1, 1/A502 'jiM, 3/A50~' 1M, 1/A502 SIrv1, ---------~._._----- ~._~-- 3/A502 S,IM, 1/A502 SIM, .----.'---------- --.---- 3/A-:.114 1/A-:,()4 ------- 6/A-::-,(11 4/A-501 (:, Q ,) "/A ,- (-, 1 L --,--IJLt -.- /'0,--:)01 '~ 10 3/ !-\-f504 A-501 1/A--504 -- 1/A-504 1/A-5CJ4 2' / A- =,Cil 2//1--504 1 I :104 -=-~=_~~=_==-==n__ J=-~==~~.==---===- ~...... ~=n -~ I -t~~_ -~ - ... --...---...-----..-------------------------------.-----_.._._._....._.----------_.._----~--_._._-_._- COMMON AREA ________.-- D II AI L S _~________ H D W 1< i HEM) I JAMR fHFTS, SET f, 1 I ~/A-cm ".001 , 6/!~~~~ ~;:::B~~-/~2~~~-=::~--~ ~_:- _~-= 6/'::... _'--_. 4/A~01JCL^,-C,fJI 1', ___ _..__ (::An~!- :~:=;'~;~f~*-:~: +~~:- -==-- 3/ ;:--,=+ -1/ A- 504_F;;i~~~- - 1~~r =:-_ ___ --::-~~-~-:--~ ~=-~==r:--=--~-=-~-- = .-r~...,,---=-'~-~ -- --t---- .-f--. ... .. -~:--~=--=-.==---.-1-=~~=~=~==-:--~....~:~~:~=--==~----- I ...L _ .__ ,.. _. _~______~'____' f~;EMAF;KS, ~ IE mJ'l! n W'lFT -- 1\ JAN I 1 2005 COMMON AREA ) AILS HDWR ---~.~---.-. -_.._----~--------~- H !\[i JAI'v1B IHF:S, SET ___50,-- -.::: ~~~ ;="--=- ~b',= L ~ d=..---~ ==-~-- ~-~ ~~ii I-;>~lt -~-}t =~-~-~=- -'-~-----+-'---- -----1 6/^~__ = )~~~t.t~;l.~i0~~ ~7t _==__ -~=- __:~_==A-501~t=Ane()~_ ~j= _-===~== I I ' ----",- --- ----. .----------,+---,- ,-~---..-,.-,----I------- -t...' ,.---------,,------------- -~~-~: =- L_ ~-k-___---=t _:1=-=~--~=== J FTrv1ARI'S --t--- ------l BPRC Submital: 03540 Date Plotted: january 10, 2005 - -_..~-_._~"_._----------_..__._._--------- --------- Date Issued: january 10, 2005 --- ,-------,-,-------' ,----- . - -- ~--_., Revisions: I I I I I I _~______.J XREFS: ^-FP3 ^-Units-2 A_FPl ^-Units-3 mB ^-FP2 ^-FP-PEN_' S_CoI-2 S_Col-l ^-SP U.S ^-FP-PEN_3-6 ^-FP-Pe.I S_Col-3-6 ~ - It) 1 / - e :g :> U / en Ol e .~ ~ o ...,. 8 /E :g,~ 0_ en .. en _ ~@ ~g ~C\I '0- eO ~~ , 0 ~-, It) .. ~8 gi C\I:::: /0 a..: a::: i \ \ \ \ II II II 11 I' , , III ~ ~ i II II ! I II Ii ,~ : ~ II 11 H I ~ 1\ q I , I II , I I ! II II , ! ~I i ..1; ~-lli i ~ I i , " J I ~JL , I. 0-4 I cb ~, o ~~-- I- I I I I I I r I I I -t- '. I "I, I \ I I- I I I I I I L -~ o '-i o~) / SHOWS SLAB PENETRA nONS IN GARAGE CEIUNGS CD ~ROUND S,LAB PEN~R~~I,~N!Pl~~~2HJ6 0' 2' 8' 16' ---l Keyplan -- -- - CD I ~ ---/~---- ,~ " ~I ~ -~- m r i r I -~~~- I cb I' 1 o . . .j { 181 l - ,/,// I I I , ~~.a.oo, '=:::r:=:::-j..:;,--- -- :L~_.._.. 9.00 - 9.00 - !L. /x' 1/8" per It ~,_ / E -' / llC:=::==:.~~:: ,"=~. "- .- 61 --------~ 0- WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E cty Hwy 3O-A. Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2003lHESE PLANS ARE COPUIGHTED AND ARE SUBJECT TO COPrRIGH1 PROTECTION AS AND 'ARCHITECTURAL WORIC' UNDER SECTION 102 OF THE COPYRIGH1 ACT, 17USO, AS AMENDEO DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlON ACT OF 1990 lHE PROTECTION INCLUDES BUT ~ NOT UMlTED TO THE OVERALL FORM AS WELL AS lHE ARRANGEMENT AND COMPOSITION OF, SPACES AND ELEMENTS OF THE DESIGN, ----.... ',~ I8J8I f- 181 )~.oo_ L- '.00 ----c ,~ ' . _:':::::::'0 --- ;'i'! <it; ~ i: ,:: ',ij ~ - .oJ - "'- . II) q t~ --~ '.::::' ./' ;0'" I 61 T I -, I ~J~ Jill -9.00 9,00 -.1 I i I I _9.00 -8.25 Ii ~~ ........ , ~, cb I . 1 . wlw :z: :z: :::i :::i ~ .,.~ < < :s :s . ~ . 1 -L 1 . 1 . 1 . 1 . /1 . 1 . -I . 1 . ----1 ~""'r---.... . w UJ ala < < :s :s . 1 . LEGEND ORA WING FOR COORDINA TlON ONLY. REFER TO ENGINEERING DRAWINGS FOR SPECIFIC INFORMA TlON. o TRASH CHUTE [J [~':J MECHANICAL CHASE PENETRA TlON LJ ROOF DRAIN PENETRA TlON -' ~ 3/4" STEP IN CONCRETE SLAB - INDENT AT DOORWAY AS SHOWN - SEE DETAIL 2/A-501 LINE INDENTS WHERE THE SLAB STARTS TO SLOPE TO DRAIN WATER OFF OF THE BALCONY REFRIGERANT LINES o o o HANDRAIL SUPPORTS - PENETRA TlONS o o o o o MAIN ELECTRICAL CONDUIT PENETRA TlONS o o ELECTRICAL CONDUIT PENETRA TlONS FOR INFORMA TlONAL PURPOSES ONL Y - G. C. IS RESPONSIBLE FOR COORDINA TlON OF ALL PENETRA TlON LOCA TlONS t1..caideq<.... '\:! ~. (. ~ '~. :, ;;?' ,\~\ f-4 I.... .,,'..,',,~,"'.~l."'., ,.,...11' ~ .':::t fi 1" ' (?)-K:~~L~~'~;/ {{Y~;~~ir'!7r PROJECT NO. 03540 I n. ___ u_____ _un ,I I--;~~-'--,--~--~-' I '1 ,\\,0 .. \ \JI\ \, BPRC Submital: - -------~- -~------------~._... --~.. Date Plotted: january 10. 2005 ----- ..----- ~ .-~ --.--,,- Date Issued: january 10. 2005 03540 CONSTRUCTION DOCUMENTS Revisions: A -451 XREFS: ^-FP3 ^-Units-2 A_FPl ^-Units-3 mB ^-FP2 ^-FP-PEN_l S_Col-2 S_Col-l ^-SP us ^-FP-PEN_3-6 ^-FP-PEN S_Col-3-6 l It) ~ / - e :g :> U / en Ol e .~ ~ o ...,. 8 /E Q)00 Ol-o 0_ en .. en _ ~@ "2g ~C\I '0- eO ~~ ~Q It) .. C") e ~o g-g C\I; /0 a..: a::: I . I . wlw :z :z ~. .~ < < ~ ~ . 9.00 . 9.00. 9,00. 181 - ---8 LEGEND DRA'MNG FOR COORDINATION ONLY. REFER TO ENGINEERING DRAWINGS FOR SPECIFIC INFORMATION. I: t ~l,------ a o [JL:] [] TRASH CHUTE MECHANICAL CHASE PENETRATION ROOF DRAIN PENETRATION -' '- 3/4" STEP IN CONCRETE SLAB - INDENT AT DOORWAY AS SHOWN - SEE DETAIL 2/A-501 LINE INDENTS WHERE THE SLAB STARTS TO SLOPE TO DRAIN WA TER OFF OF THE BALCONY REFRIGERANT LINES o HANDRAIL SUPPORTS - PENETRATIONS MAIN ELECTRICAL CONDUIT PENETRATIONS ELECTRICAL CONDUIT PENETRATIONS o o . I ----- -- ~ I . I . I . I . I " . I . . I . I T f o o I ~ o o o o o 181 ~t I I ---, f-I--{~ FOR INFORMA TlONAL PURPOSES ONL Y - G. C. IS RESPONSIBLE FOR COORDINA TlON OF ALL PENETRA TlON LOCA TlONS ~ ~ r T y' -'- l m - .9.0? I-- I I I ~--~-~ r " /' -.'c----.."... 9.00 -7-" ' ~.____._ 1/ ... , . ~ 8.25. ~ I ~ I : ~ Jt",~'~ '~I!,J I T :1Ill 'I . 1 1, t t, I :~ - 181 I i--- ~--- I -i i . . ~ I~ ::J ::J :I:: :I:: ~ ~ < < ~ ~ . ~~ 1(-- (~~) I ~..-- 1 -r :1 1 r- I~ I I~' I ;~ ~ - - - 181 !m 1 , ~r 181 181 ~~-- I - --- ----- ~ I 1 I 9.00. 8.25. -J.. ~ 1 1 ","~~- ~ ~, SHOWS SLAB PENETRA nONS IN GARAGE CEIUNGS CD 2ROUND S,LAB PENI!~:II~N!Pl~~~2HJ6 0' 2' 8' 16' Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 L C 2003 THESE ~LA~ ARE COPYRIGHTB> AND ARE SUBJECT TO COPYRIGHT ~ROTECnON AS AND 'ARCHITECTURAl WORI(" UNDER SECllON 102 OF THE CO~YRIGHT ACT. 1 7USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROJECnON INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS OF THE DESIGN. [] /'" - -..... '-"B."o""'."'-'''.''''''''--'.~=:::=:=nn-:" / ,,>;, UP ON \ Iii , -I, gl o -..---..-,--.-.,-.' --@ I G :t,.el'io i d el) ~. <::'(~ C; .J-.", ~\ is,,rfJ,...,.,~...','~':.,',..., ~,V..,' ~ "7/1; . "l'- '~,;)/f .//-- +i'; <<):,--) i (7h~.n-rU'-Le-e,.r-r/ ~:_Y("",...k)r~7 ("-' PROJECT NO. 03540 i I L____ BPRC Submital: 03540 Date Plotted: january 10, 2005 -------------..-- january 10, 2005 CONSTRUCTION DOCUMENTS Date Issued: Revisions: ----- -- - .-- -- ----------- ----------,--- A-452 XREFS: A...FP3 A_Units-2 A_FPI A...Units-3 TTLB A_FP2 A...FP-PEN_I S_Col-2 S_Col-l A...SP US A_FP-PEN_3-6 A_FP-PEN S_Col-3-6 30'-" 30' 30' 30' EQ, EQ, EQ, EQ, EQ, EQ, EQ, I . ~I ~ < :2. I 30' 30' . 00 w~ ~ "v -' ........ Ul ~ ~ W~ ~~ Ul ~ w~ ~~ vl~ ~ I ........,......-c()c. '. ~:I 12'-+' '" "'~qoc 8 ~""'..,...., .... .................................... . . . . .. .' ~ ............................ :..............:. aao , '" I .. cj !/ SLOPE ; /~~ /S'J r'..". ! i /.~. : : , _9.00....,. . w ~ ~~ -,a Ul~ ~ I '" 30'-1' 30' 19'-9' ~J 22'-2" t--- Ol ~ -q I.{) ...,. <: / - e Q) t:: :> U / en Ol C .~ o o ...,. o o /E Q)a. ~~ ~N ~@ ~~ ~ -g~ ~~ ~~ It) .. C")e ~o 8'0 oQ) C\I:::: /0 a..: 0::: 1\\ ( ~~ , ~ '/ o ~--' SLAB PENTRATION PLAN CD ~ND FLOOR ,- 0' 2' 8' 16' SCALE: 1/8. - l' O. WHEN PLOTTED AT 24 X J6 Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJ ECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPVRIGfiT PROTECTION ACT OF 1990 THE P~OTECTION INCLUDES BUT IS NOT LIMITED TO THE O~~~~I~~~t~~T~i~~I~~ ARRANGEMENT AND COMPOSITION OF SPACES ANO , w~ ~~ Ul ~ TRASH CHUTE , -0""""",,0.. ~~ . ..(Fe....' "..,..0, ,,,'~o [)...., ,~ .l;?'" LEGEND ORA WING FOR COORDINA T10N ONLY. REFER TO ENGINEERING DRAWINGS FOR SPECIFIC INFORMATION. ! I w~ ~~ Ul ~ I. o ----~---- . I_J[J l]~ r-= MECHANICAL CHASE PENETRATION I ROOF DRAIN PENETRATION ~ 3/4" STEP IN CONCRETE SLAB - INDENT AT DOORWAY AS SHOWN - SEE DETAIL 2/A-501 --' . -t"", , " , , '. ! - .~ LINE INDENTS WHERE THE SLAB STARTS TO SLOPE TO DRAIN WATER OFF OF THE BALCONY . REFRIGERANT LINES I o 0 o HANDRAIL SUPPORTS - PENETRATIONS o o o o o . MAIN ELECTRICAL CONDUIT PENETRATIONS I o o ELECTRICAL CONDUIT PENETRATIONS . I '111, ... '. . I ""? (c .:' _ :: . I , ;.... , l' ,~.., -~' ~ I ,.., - . ':-- -u- I . SLOPE . :~ 9.00 I SLOPE 9,00 ------c 9.00 I · 1 w;::: ~~ -'II) Ul~ '" I '" :'1 .9.00", ~ ;: -8,25 l ~ ;: ~ ~ j y -----~ 18' t o - 0 ,'1....., Q g -oL -0 0- 30' 30' 1" w ~ :z ~ :::::i _ :c : ~ . ~ ;:if FOR INFORMA nONAL PURPOSES ONL Y - G. C. IS RESPONSIBLE FOR COORDINA nON OF ALL PENETRA nON LOCA nONS BPRC Submital: Date Plotted: February 14, 2005 Date Issued: January 10, 2005 Revisions: .ffi Addendum #2 - Feb 14,2005 A -453 1- 03540 ..eSidell(>; II' ~. <!: , ~ "' ."~ ",...., a f'" I ,1,~__-", ( '" I" 1'1'~ .,~"",. 0".". ~--.. "'''=" '\I ~......' , , 1! l'! ' '., '~..." ~ liIl:....w. ~ f ;J ~..jC~ CONSTRUCTION DOCUMENTS ,(, )" ~ ii, v"'{.-~:~~." '. . '(((;.. ~ \ '\l;';. ~. \ '\ " ! ElMI"' ,.- ''''''.'- ~,' ') /"~"" '{Cjfl : , , ,~.,~.,c~"""€.e~d It!:.':?'~r'''6Jc1?'t!ffi " 11' PROJECT NO. 03540 ~ XREFS: A_FP3 ^-Units-2 A_FPl ^-Units-3 mB ^-FP2 ^-FP-PEN_l S_Col-2 S_Col-' A_SP U.S ^-FP-PEN_3-6 ^-FP-PEN S_Col-3-6 y/ " '\,', \, ~ " \\. ::t . ~'" <::> '* \\ .....l....... \'\ en _ ': ~\, --- .,~... . I s sloPE ~ ,----rFT ~ S '-, "~~ "~ SLOPE I I I : I SL EI_-l 1/ "/1fT . . I I ! I I I N I I : I I I I I I I I I I cr- ';~"..';"""'. I < .,'...., I '., "- - ' // /' /;;{ /S\,IJ' ./ S OPE 1 {4"/FT I I I I I I L La.Jt:;: ~....... .....l. (/)~ ~ I <0 YJ' 30'-1' ~ It) l / - e Q) t: :> U / en Ol e .~ o ...,. 8 /E Q)00 Ol-o 0_ en .. en _ ~@ "2g ~C\I '0- eO ~~ 00 ...,.--. Ilj.. C")e ~o g"g C\I~ /0 a..: a::: () CD ~~D FLOOR ,- SLAB P~~~~~:I~~o~:~~J6 0' 2' 8' 16' Keyplan -l u__~__~ o 0 I- La.J.!:t:. ~~ -' ....... (/) ~ ~l lj ~l tl' "',".,.., "',., -.. ".t ~' '.. "'. {; " I ...~~. -, e f 30' 1 .1 _It 13'-9' :~ . .~ ~.'~ "~~ ..:~~, .. '.- , .,'), '- '~~ ''''-, '"",, ,'. ,., 1t ~''"--j - 1- [--$- ~~) .....l. (/)~ o 19'-9' -I La.J l.*5 0::: .8,0ffi .... I) Q.. l.--, 22'-2' -0 La.J~ ~~ ~~ ~ I 1:! 10'-7~' 30' 30' ~ I La.J~ ~~ ~~ 0-- -e -~ 0 ~ o La.J~ ~~ ~~ l -r - ~~~9ir '- .- 0)- ~~t WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 2003lHESE PlANS ARE COPY~IGHIB) AND A~E SUBJECT TO COPY~IGHT PROTECTION AS AND 'ARCHITECTURAL WORK" UNDE~ SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDS) DECEMSER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYIllGHT PROTECTION ACT OF 1990 1l1E p~OTECnON INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS lHE ARRANGEMENT AND COMPosmON Of SPACES AND ELEMENTS OF THE DESIGN, " '.... " "- ... ~, ~~, ...\\,~... ~... ''''''''''~'II. ""'" -"ll.,. "', '.... '"" ',~ ", FOR INFORMA TlONAL PURPOSE$" NL Y - G. C. IS RESPONSIBLE FOR COORDINA TlON OF ALL PENETRA TlON LOCA TlONS i,.Leliidel1(,"1 q;~" :i' ~~\ P' .I..'..rrJ,.....,..I1-.'....,.,~:'t..,.......,..~ ~ '....f .A" :, I.N. .,~.;)/" .-...-- t..: (f':.'- ') I ( ,/;':;',<'/u;.t<",,,./ ~:~ "."'..;".s('~? f"" 10'-7~' ~ t--,---~-l'l - 9'-~' ~ ...., .,~, - 12'-~.u___+ 9.00 . 9.00. SLOPE ~ -- 9.00 --C .9.00 ~L / 1/8" per ft / .os SLOPE~. 9.00 La.JO::: ~;-- .....ll() (/)C! .9.00 ! ~ .8.25 l !~ . Ii j ~ ... - ~ '--~~ - o 0 16' ------J 0-- ----::: y- I..... b tI_~ ~ I .., ':.- l N I .., PROJECT NO. 03540 30' I . ~I ~ <( :::IE . I . 0 I. LEGEND 0 TRASH CHUTE -e --e- -0 0 ~/ DRAWING FOR COORDINATION ONLY. REFER TO ENGINEERING DRAWINGS FOR SPECIFIC INFORMATION. La.J~ ~~ ~~ . I . ~ ~----_-.-_-----,._.._-- ~ I . I . I . C~J Ci<J cx.J MECHANICAL CHASE PENETRATION ROOF DRAIN PENETRATION -' '-- 3/4" STEP IN CONCRETE SLAB - INDENT AT DOORWAY AS SHOWN - SEE DETAIL 2/A-501 LINE INDENTS WHERE THE SLAB STARTS TO SLOPE TO DRAIN WATER OFF OF THE BALCONY REFRIGERANT LINES o o o HANDRAIL SUPPORTS - PENETRATIONS o o o o o MAIN ELECTRICAL CONDUIT PENETRATIONS o o ELECTRICAL CONDUIT PENETRATIONS ----0- . ---. 0 - J.-~ I . I . 1 . I ~ oL- 0 0 30' -1.. :z :< :::J : ::c - ~. ~ ~f __I ! I I I I I I I ! 03540 i I I ' I I __I BPRC Submital: Date Plotted: january 10, 2005 .m_____m___.__.. ...__.____________ _ __ ____________n_____. ____n_~____..__.__" D sued: january 10, 2005 ~ "Q - It) ~ / - e :g :> U / en Ol e .~ o ...,. 8 /E Q)00 Ol'() 0_ ~ I". en _ ~@ ~~ '0- eO ~~ ~Q Ii') .. C")e ~o 8~ C\I;: /0 a..: a::: XREFS: ^-FP3 ^-Units-2 A_FPI A_Units-3 mB ^-FP2 ^-FP-f'Ef'U S_Col-2 S_Col-l ^-SP US ^-FP-f'EN_3-6 ^-FP-f'BIl S_Col-3-6 I . I~ -< ::=t . I . . . I . r . I . I . . 10'-5' I . I . I . II 2'-1' EQ, 30' TYPICAl RAJUNG PENETRATION SPACING EQ, EQ, 3' -4J2' EQ, EQ, T I I I I I III I I I I I I I I I I III I I I I I. I II II III ~. ~ ..... I ;" LU I- 2>~ vl~ t- ::J .~ r . LU~ ~~ ...... ......... en ~ -0- ~ :., I o j 10'-5' ........~ o -O~~ 30' EQ, 2'-1' 0-= 0 ~ TYPICAL RAIUNG PENETRATION SPACING . EQ, EQ, EQ," 2'-10" EQ, " '.- "~~o,o-"'~ ',- '''.- ',' --0 ' ' LU~ ~~ vl~ LU~ ~~ ...... ......... en ~ , TYPICAL RAIUNG P~NETRAllON SPACING EQ'~_!_ECl, --I- 'l/T__... -0 . .-0-- 30' LU~ ~~ vl~ -- J- LU I- ~~ ......a en~ CD :~D FLOOR ,- SLAB p~~l.~~o!I~~o~~~~J6 O' 2' 8' 16' '-"',.-0"'- I- LU~ g~ en ~ LU~ a... o ... vl~ 30' ''',0 ,.- ,,-. ",(),. .. .--o"...O'7",O"'",.(}, ...,.__j0c'..'-"."-co.-o{)o'.",.,.',.,'O ..., I o ~ ,- 1- LU~ ~~ ...... ......... en ~ - -; ,'-'" r ~ ~- - --.- ---- - - -"-'- ~- ---------- --------- .. CL...",....J0 0"'" I i "9 " i\ ~ LU~ ~~ vl~ I . '" I ;" ~ ' '" I ;" 11> .-[ ':0 I ;" 6 - ! ':0 I .~ \) )1 . ii -! Ii o , '" _I ..., o " I 'lo I ;" 9 :1 ~ I ;" ~ :; ~ I ;" ,0 . '" I ;" '0 . ... .j ~ <> - :1 ':..,. j! ~ $ d 'i -..,. I ;" "..J LEGEND DRAWING FOR COORDINATION ONLY, REFER TO ENGINEERING DRAWINGS FOR SPECIFIC INFORMATION. I' '" LU~ g~ en ~ I I I ~--I-- --un. '1' ~ ..' I ..... ~ l' I ---+ J-- 10'-5' 30' I- LU.l:!:::. a... g~ en ~ 9,00 9.0 w · ~ vl;J:: '- . IlO C! 9.00 - o F }~ t/ ~ <" o ~ I S 9.00 - 33'-3' 1-0 ~ LU~ ~~ vl~ o TRASH CHUTE 1 ..... I ;" ~ , N I 10 ,~ 0- 0 o o o 1-. I ~ 30' ~ I' '" ~ ,- '" ~~-~ 'lo I Co N SLOPE 1/4"/FT '" I On 6'~' 1 I I 1(;\ -1- -,~ I I I I SLOPE t- 1/4"/FT I I ~I I g --~j 12'-~' . .----t ~-==' I I I I SLOP-L---- T 1/4"/FT I ,,-~. -=-- . j MECHANICAL CHASE PENETRATION 30' T T ~ 9.00~- , ..... I 1- n u . '" .1 N nUT I i i ~I I I gl I g J@ o ROOF DRAIN PENETRATION .... '-- 3/4" STEP IN CONCRETE SLAB - INDENT AT DOORWAY AS SHOWN - SEE DETAIL 2/A-501 LINE INDENTS WHERE THE SLAB STARTS TO SLOPE TO DRAIN WATER OFF OF THE BALCONY REFRIGERANT LINES o o HANDRAIL SUPPORTS - PENETRATIONS J '. ~ 'I J :l :., I o ;:: - 10'-5" ,..- ........ / "", j UP ON \, 2' -4J2" \ j, " / ........ ,..- o o o o o o MAIN ELECTRICAL CONDUIT PENETRATIONS o o ELECTRICAL CONDUIT PENETRATIONS I ~ ..... I ~ - ----,----.--1! - ili . I N l' 9.00 8.25- FOR INFORMA nONAL PURPOSES ONL Y - G. C. IS RESPONSIBLE FOR COORDINA nON OF ALL PENETRA nON LOCA nONS Keyplan _._-~~--._--~--_._~~ o 30' o ~ o 0 -0 -0--- o -0 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cfy Hwy 30-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 2003lHESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND 'ARCHITECTURAl WORI(" UNDER SECTION 1 02 OFlHE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPylltGHT PIlOTECTiON ACT OF 1990 THE PROTEClION INCLUDES BUT IS Nor UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOsmON OF SPACES AND ELEMENTS OF THE DESIGN, I i .a...esidel) "'~ ('>~ ~Ct'~i' . '.. ~. ~l,.. V,",'",~..f,~'-. ,1$,. ~ '-..#, J' . 'tr I!' . - c" (..~k;:~uL'e~.:;/ {f-Y::,~lir~7c PROJECT NO, 03540 ,', ? "\'~' ~(t' ill/; , ~;:/0/ \~~:,~ -l BPRC Submital: 03540 Date Plotted: january 10, 2005 -. -~----~-~-_.. ..----- ~ --..-.--- -- ._---- Date Issued: january 10, 2005 CONSTRUCTION DOCUMENTS Revisions: , -- - -.- --- - ..---, -, ,~- --- - --- -,--~- ....---- __.. __ _n__ __ ___ _ ____._, _____'____,____~ A-454 _______ J XREFS: ^-FP3 ^-Units-2 A_FPl ^-Units-3 mB A...FP2 ^-FP-PEN_' S_Col-2 S_Col-l ^-SP us ^-FP-pe-C3-6 ^-FP-P8Il S_Col-3-6 UJ~ ~~ vl~ YJ' ~ I <D ~ ~ ~~ --1-~ ~~ S OPE 1 4" 1FT ~~ I I I . '" I .00 N d LU ~ I 1!:l d LU I I I I I 1 L -0 8 '" I 00 N LU ~- UJ I- a..~ 9. Vl~ -t- ~-- 6'-2' -~~ --- I '" ~ I <D fQ, 1. EQ, ~ EQ,~ EdEQ, 1 I ,~. EQ,j .1...Ea,' Y. EQ, j cis YJ'-1' ~ It) ~ / - e Q) t: :> U / en Ol e .~ o ...,. 8 /E Q)00 Ol-o 0_ V1 .. en _ ~@ "28 ~C\I '0- eO ~~ ~Q u') .. C")e ~o g-g C\I; /0 a..: a::: I 0 o ~ I -.... ~ ~ ." ". f I 1-1' ~\ I I 17- lcr"~~ " __;'Cl~ - t :.;>r---- 'it> I. ~__n ~-~-- .~- o 0 ~ --- ----ct- CD ;:D-6TH FL~OR SLA~!;.~,~!R:!!~~24~;AN O' 2' 8' 16' UJ~ ~~ vl~ , ....:.... .'. UJr. @S-t::::.. ....J. Vl~ ~ o ." ." 4" ...: 19'-9' YJ' o -() Keyplan UJ~ a.. 'v ~~ .... ; ;-. . ~ o ~1- , 4--' 12'-4' .~l": , ' ." . . " . .1 . .~. .,' ", ';'4. .' ' '., t ~ 'j' .~ lO'-7Ji' -r - UJ ~ -' o 0 22'-2' WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 02003 THESE PLANS ARE COPYRIGHTED AND ARE SU8JECI TO COPYRIGHT PIlOlECTION AS AND "ARCHITECTURAL WORt(" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEM~ER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECllON INCLUDes ~UT IS NOT UMlTED TO THE OVERALL fORM AS WELL AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS Of mE DESIGN, YJ' ~ I -=] UJ~ a.. , .. · 0 't vl~ ~ 10' i~' SLOPE .... ." . "'f: 18' . SLOPE ~ t", . --J 0- 30' -0- o -0 ~ o 0- -0-'-----0-- -,---() 0 '--'-.j/-/ UJ~ ~~ vl~ b 'j' 00 I l't~ l' ~ .:i - cI.------ '--':j- ~l ~ 9'-~' ,---~ ,.!, --->I' - 12'-412'_u_,_~ UJ ~ ul -~ N I <D .~ o 30' J :::J ~. ~I . UJ~ ~~ vl~ 0'- II . . I . --~I -- . I . I . "l . I . I ---. ~ -~ . o ------0---- 0- ..-/1'~ o 0 30'-1' . ~! 30' .- LEGEND DRAWING FOR COORDINATION ONLY. REFER TO ENGINEERING DRAWINGS FOR SPECIFIC INFORMATION. d :2 . I o TRASH CHUTE [:::J MECHANICAL CHASE PENETRATION ROOF DRAIN PENETRATION ....J '- 3/4" STEP IN CONCRETE SLAB - INDENT AT DOORWAY AS SHOWN - SEE DETAIL 2/A-501 LINE INDENTS WHERE THE SLAB STARTS TO SLOPE TO DRAIN WATER OFF OF THE BALCONY REFRIGERANT LINES o 0 o HANDRAIL SUPPORTS - PENETRATIONS o o o o o MAIN ELECTRICAL CONDUIT PENETRATIONS o o ELECTRICAL CONDUIT PENETRATIONS FOR INFORMA nONAL PURPOSES ONL Y - G. C. IS RESPONSIBLE FOR COORDINA nON OF ALL PENETRA nON LOCA nONS ::..etli d ell ~ .' ..,.. '. <.'~ I f....'fJ.......,..,"~......~..'~.";,...;',,.,..w* '~\?,. '",r il ,., I~; /.~:;)A/"..-- 4'.., <<)/')') ( ./h-:7i~k'/ct'.','.,/ ~:~-7 ."..~Sr~7r< PROJECT NO. O~~40 __ u _ \ 7i':"; i- i I I \ I I 1 I I I I I I I I 1 L____ ,j ''1 f' . \\,...t,).. ' .1\,.\ ,.1" \ ':'lJV ~ BPRC Submital: ___ _ __ _ ______ , ?at~~()~~cl:_ ___j(~nuc:l~ 10, 2005 _' Date Issued: january 10, 2005 -----_._-~- 03540 CONSTRUCTION DOCUMENTS Revisions: --------------------- A-455 i __~_______.J XREFS: ^-FP3 ^-Units-2 A_FPl ^-Units-3 mB ^-FP2 ^-FP-PEN_l S_CoI-2 S_Col-l ^-SP L.LS A_FP-PEN_3-6 ^-FP-Pe-l S_Col-3-6 ~ "Q It) ...,. < / - e :g :> U / en Ol e .~ o ...,. 8 /E Q)00 Ol-o 0_ en ., en _ ~@ Eg ~C\I -go ~~ ~Q I.f) .. C")e ~o g-g C\I:: /0 a..: a::: t ::J 1::1: ~ r . )L I f- w~ a... g~ VI .- -------- 30' -e- o 0 ~ o o --Q ..', ~ 0- 0 30' ~ - w a.. o -' VI o ~ o e-- w~ a... ~~ 4'-6;- ~ 9'-~' 33'-3' o --e- ~o o 0- ........ 1-0 LEGEND o DRA WING FOR COORDINATION ONLY. REFER TO ENGINEERING DRAWINGS FOR SPECIFIC INFORMATION. TRASH CHUTE [;:;:] MECHANICAL CHASE PENETRATION o o o o o o o ROOF DRAIN PENETRATION -' '- 3/4" STEP IN CONCRETE SLAB - INDENT AT DOORWAY AS SHOWN - SEE DETAIL 2/A-501 LINE INDENTS WHERE THE SLAB STARTS TO SLOPE TO DRAIN WA TER OFF OF THE BALCONY REFRIGERANT LINES o HANDRAIL SUPPORTS - PENETRATIONS MAIN ELECTRICAL CONDUIT PENETRATIONS ELECTRICAL CONDUIT PENETRATIONS FOR INFORMA TlONAL PURPOSES ONL Y - G. C. IS RESPONSIBLE FOR COORDINA TlON OF ALL PENETRA TlON LOCA TlONS \\'.'h :\~\'~ i L. . 1 30' 30' ~ f- ~ L.a.J~ a.. . g~ VI .- ~ I a. SLOPE ..:'~:;' ." , C> I ;". f- w~ a... g~ VI .- ~~~~- o o Etl 'j I o o I . r 1 I . I 1 I I ~ l' 10'-5' 1 I . I I- , ~ . .1' . I wt:;: 25........ 17l~ .- - -0- 1 I!z! ::J ::I: ~ < ~ . I 0-- 0 o -0 ~ o e-- -i'T- -0 - 0 ~ o - ---0------- , I a. w~ a... ~~ w~ a... g~ VI .- - - - -1 " ' -r: J .... ,.' , , .' .: . , ~' " I t~ I' ~ I 1,..'.:,..- . ... ~ , I 1-- l' J :( r- . ,.., , ~ . ,.., , ~ . ,.., .' ~ -- 1 10'-5' 1----- ... ----~ L------ 10'-5' - 1-- 10'-5' -~ l- I ~ I- , ~ . r- , ~ ~- N , <0 N , <0 N , <0 .~ o -0 /1"-, 0- 0 TYPICAL RAILING PENETRA nON SPACING ET~t~~1 //~~, ~ 6- ---0----0- wt:;: ~........ vl~ .- o 0- -0 o o -- 0---0---- 30' 30' 30' CD ~:D-6TH FL~OR SLA~!;~,~O!R~~!~~4~;AN 0' 2' 8' 16' Keyplan ~ I 1-- . ,.., , ~ -- J - f 10'-5' , N , <0 - 0 .-----1'-. o -0 o o 0--- 30' WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 02003 THESE PlANS "'RE COP'l'RIGHIED AND "'RE SUBJECT TO COP'l'RIGHT PROTECTION AS "'ND ....RCH~URAL WOR~ UNDER SECTION 102 OF THE COP'l'RIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS "'RCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTI;D TO THE OVI;RALL FO~M AS WELL AS THE ARRANGEMI;NT AND COMPosmON OF SPACES AND ELEMENTS OF TtlE DESIGN, ~ ~ ':r, , 'in ~------ ~ o~ 12'-~'_'~~ n - =-=- I I I I SLOPE T 1/4" /FT I . .'11;. ,..-,.. "'. /' / ~.' , " " \ , " / / '. . " ." .':~:." . " .. . i . '..... I I ..-1____ '<<> , Co N 6'-~' fi-{~ ~ .., ~ 13'-~' j I- , 1-- ~I'@ I ,,-~- '" N , 'in gl j o_@ ~e6idel1('> (; tJ~~.. '. ~\\ P i'..'.,",~"....""..., ~ " .'. ' jl '., I ri 'ii (' ~.)') ,f //--- '(C') ',~~ -) ,/F; "1~6,/~,.,r~/ ~:Y 'rL~;"j'-:f7f'" I ------. ---"--'~-'-------"-I I I I PROJECT NO, 03540 BPRC Submital: 03540 Date Plotted: january 10, 2005 _ ___.,._______.___~~._.__..______ _..______._. ._,___~_______,. .____ m__,_ Date Issued: january 10, 2005 CONSTRUCTION DOCUMENTS Revisions: _____~__,_______,.____.,..._______u_______'_ A-456 -----------"------ Ol ~ -q - o l/) oe( / - e Q) t: :> U / en Ol C .~ o o ...,. o -0 /E Q)Oo OlC\l OC") en .. en - ~@ "28 OC\l ~ '0 ' e- .- C") ~ ... o ~~ l/) .. C")e ~o 8'0 oQ) C\I;: /0 a..: 0::: XREFS: TTlB A_SC EXTERIOR SID ~ I 1 I l ~ EXTERIOR LANDING 5'-0" L ~. (15) / ,~ JAMB 1\,T,NTER~~EDlATE ,IAIvIB (FIXED/OPERATING PANELS) 3"=1'-0" /'~ ( 14) ~ / _./ JAMB I\T ASTRAGAL (TWO OPERABLE PAJJELS) ,3"=1'-0" EXT, STUCCO SYSTEM SEE SPECIFICATIONS ~rr RIGID FOAM BOARD . I to STUCCO FINISH OVER REINFORCING MESH 'J' BEAD LAP MESH 2" HIGH LIP, TYPICAL AT SIDES OF RAMPS AND LANDINGS 2' -8" OPEN 3'-0" 1: 12 ~ I~ ~ ~ '0 I EXITRIOR I ~ t LANDING 5'-5" ,L -l ,1- -~~~ !\r-J~ ,'I, C ,Jj 4 4 ~ 'J ~ ~ 'JJ ~~ / / ~,~ / / INT. .-----. ( -- '------~ " " 8" CMU WALL ~' ,-- 2 ., BLOCKING - 1%" METAL STUDS @ 16" O,C, / ~" SEALANT OVER BACKER ROD -I ~/ TYPICAL ALL SIDES I -.lv T EXT. ------------- I'l III G DOOR SCHEDULED SLIDING GLASS DOOR WITH SCREEN INT. ~~, (13) \ . '~ JAMB @ SLIDI 3"=1'-0" AT OPERATING PANELS/MEETING STILES EXT. 8" CMU WALL / l STUCCO SYSTEM 1);/ SEE SPECIFICA TIONS ~/ I LAP MESH -.~ t---- , , 0 ~l~~"~'.~;.',..,.. ~~.) · = ",~; 'x ...- /:'~:.'.>,'. ' //" .~"'" /(~ I..... /~,) d<J , /";~ ~" "'-'x/ I "/~X' '>< INT. EXl STUCCO FINISH COA T OVER REINFORCING MESH RIGID FOAM BOARD ~ 8'-4" A.F,F," 4 ,j " 4 ~ .~ DRIP SCHEDULED SLIDING GLASS DOOR ~" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES // ~. EXT. INT. EXl ---.--....... HEAD @ SLIDING DOOR HEAD ( 9 ) ( 12) , , 3"=1'-0" AT FiXED PANEL ~' 3"=1'-0" ~----- INT, EXT. INT. SCHEDULED SLIDING GLASS DOOR I-l I I TURN WATER-PROOFING BASE UP WA TERPROOFING - ~. TURN UP W' AT SILL, ENDS UP 4" TO 5" AT ~M~' I SET THRESHOLD IN ,~ FULL BED H,S, GROUT 1 t::::- " PRIMARY SEALANT: 1 ~~ SECONDARY SEALANT -, . 11 TYPE 1 WATERPROOFING , MEMBRANE SLOPE CONC. SLAB - REFER TO STRUCTURAL DRAWINGS FINISH FLOOR AS SCHEDULED - VERIFY HEIGHT AND COORDINATE WITH FFH REQUIREMENTS ~ ~ 44 4 4 ~ 4 Ll " iJ<1 4 4 4 4 ~ <J <J '" .j 4 " ~ 4 4 4 4 t .1J 4 4 4 " -.I ,j 4 <J 4 4 4 4 .1' .j <J <7.:1 <J Ll 4 <J <J,(l 4 I I " I L 1\ ~ I I \ J'- l' r · ' . .1 , 1'1 " :1 I ~ '-, <1 , : .' J .ll " <J ", , ~ " /\ SCHEDULED DOOR , tAND HARDWARE i DOOR THRESHOLD SET I IN FULL BED OF I SEALANT- SEAL THRESHOLD TO JAMB , AND ALL FASTENER HEADS (TYP.) TYPE 1 WATERPROOFING MEMBRANE FINISH FLOOR AS SCHEDULED 4 4 44 4 <J4 4 -.I <J -.I 4 4 4 ~ '1 4 4 4 , '-" 4 4 4 d -coIJ /~....~ THRESHOLD ~/..-----........ THRESHOLD @ SLIDING DOOR (8 ,)"=1'~0" ;' 11 \ \, ) AT F',XED PANEL ',~-- -----/ ',"=1'-1]" '~.... EXT. INT, INT. 8" CMU WALL RIGID FOAM BOARD /~ 1/4" SHIM . to 1%" METAL STUDS @ 16" O,C, STUCCO FINISH COA T OVER REINF LAP MESH 12" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES FULL GROUT FRAME AT RATED DOORS ....-- SCHEDULED SLIDING GLASS DOOR SCHEDULED DOOR INT. EXT. INT. _/'~ JAMB @ SLIDI G DOOR JAMB ---------' 3"=1'-0" AT FIXE[I PANEL (7 ) "--/ 1 0; I" J~ INT. EXT. I / " /~ '" ] .1 ~J <J STUCCO SYSTEM SEE SPECIFICATIONS 8" CMU LINTEL - REFER TO STRUCTURAL DRAWINGS FOR LINTEL REINFORCING -.l <l .J 8" CMU LINTEL - REFER TO STRUCTURAL DRAWINGS FOR LINTEL 3 REINFORCING INFORM A 8" CMU WALL DRIP EDGE 8' - 2" A,FJ," SCHEDULED FRAME -- ~~ SIDELIGHT AS SCHEDULED INT. ~ ^ INT, \/ L----------rl STUCCO SYSTEM SEE SPECIFICATIONS J 8" CMU WALL .~ LAP MESH T'rll.~\ "')'-~ ,', .. <, - I j;.,....L~ STUCCO FINISH /; ... <0 I COAT OVER , . c"'l REINFORCING MESH ~''--- RIGID FOAM BOARD ~ ~ , <J EXT. INT, - STUCCO SYSTEM SEE SPECIFICATIONS -- 8" CMU WALL - LAP MESH ..q. /\1. /\ It ~ ~ I, I \v/' \ 1< .... ~ A 1-7 ~ :', ~ [} j J ~ J J <J I AI j , 8" CMU LINTEL - REFER TO STRUCTURAL DRAWINGS FOR LINTEL REINFORCING - III. . If - STUCCO FINISH COA T OVER REINFORCING MESH - RIGID FOAM BOARD ~ .J ., -.I <J <J J <J . -I ~" SEALANT OVER BACKER ROD, TYP, ALL SIDES \ \ l I mOOR INT. I I } EXTERIOR RAMP, OPTION 1 ::] 'f J-- 3' -0. ~] EXTERIOR RAMP, OPTION 2 SLIDING GLASS DOOR THRESHOLD /16\ PLAN FOR RAMPS \.... / )"=1'-0" _________/ 'J '''--, , ~...~ ~" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES SCHEDULED FRAME SCHEDULED DOOR AND HARDWARE AS SPECIFIED EXT. (6 .3"='1'~0" AT FIXE[I F'ANEL EXT. INT. PROVIDE SLOPE AWAY <J FROM DOOR (TYP.) SEE d PLAN, VERIFY CROSS d SLOPE MEETS FFH <J REQUIREMENTS (TYP.) 4 DOOR THRESHOLD SET IN FULL BED OF SEALANT- SEAL THRESHOLD TO JAMB AND ALL FASTENER HEADS (TYP,) \ \ FINISH FLOOR AS I SCHEDULED - \ VERIFY HEIGHT WITH \ > I I. THRESHOLD (MUST II BE LEVEL)- '- \, 4 d 4 " IJ <J <J 4 J <J J ~ <J <J 4 " 4 4 li-'l- L I EXT, -l I /~- SIDELIGHT AS / I SCHEDULED ALIGN STEP IN SLAB WITH FACE OF CMU WALL SEALANT CONC, SLAB - REFER TO STRUCTURAL DRAWINGS <J /T / / I PROVIDE SLOPE AWAY J FROM DOOR (TYP,) SEE <-. PLAN, VERIFY CROSS " SLOPE MEETS FFH REQUIREMENTS (TYP.) ! 1 ,j 4 <J .l <J <J J 4 ,j ! 4 / ~j -\ <J " " <1 L.J,/ I ,j.J <J '" <J 4 , " 4 4 '" 4 ~ ,j <J <J 4 <; '" <J 4<; ,j " " <J,j d<J '1 ~ ~/"--'''-, THRESHOLD @ UNIT DOOR ( 7) ,)"=1'-0" q i="IXED PAN~L t /' // SCHEDULED FRAME -/ // SIDELIGHT As////I SCHEDULEDj' 1 \ EXT. INT. ......-- 8" CMU WALL // .// ,....--- STUCCO SYSTEM / 1/ /// SEE SPECIFICATIONS <J I J \ ~ JAMB ANCHORS- l,' // MIN, (4) PER JAMB ./ .... AS SPECIFIED ,./ .1 1%" METAL STUD @ 16" O.C, ~" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES 'J' BEAD ... ", ,~~" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES EXT. INT. ,~ / EXT, , I /......-- 8" CMU WALL \ ,,// ..........-- STUCCO SYSTEM ,,' // SEE SPECIFICATIONS ./ LAP MESH I II ~:.).',"d'~ ~l' 1";:'1 · ',', ...- , . RIGID FOAM BOARD / . ''--1 <J ~ ~ 1~ '1 STUCCO FINISH COA T OVER REINFORCING MESH '" ~ , I I . to '7 -.I A;1 '....-12" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES ~JAMB ANCHORS- SEE NOA REQUIREMENTS \ 1\.-1 v EXl (1 0) JAMB @ UNIT DOOR .1"=1'-0" 3"=I'~O" AT FIXED PpNEL ~/ I Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A }~J) :~~:~~~. f~' :jUt;\,~, ~ .~~'~' '.~ 'Ii< ~ . ,", ~fI" 1,/' . . ~'A' ;,~ " ~. v" ,. .!"..~) ~d? , 0' ,f _. "" ,'. "'C~ " : "!':t",',' r;~'" " : ' ~~,: , :. ~: "~ ,-(, :, , . :\~: ~ kJ1J~'.,~"..,jf'll.5 . " \ ~, 1.,~ l' l,' , " .\' 'J' 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O~A. Suite 108 Seagrove Beach, FL 32459 Phone 850-231~2057 Fax 850~231~3553 C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMSER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES SUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, ~et1ride.t) , , e-, v , '.""'",, ", ('j~... ,~ Vi .~ r. 'I ,>', '. .....~ /(jj) .., ' " (~:.:.w.,,'.;. ~.~~ :":. '.' ....., : ./~"'. ", ........, 'fj);:Ii;,#"~.;l:!,<""?'!'€~ ~"'." PROJECT NO. 03540 <J ~I @ 16" o,c. BATT INSULATION ~, d ) I . / <J d ,J <J . " <0 8'-2" A,FJ," I I ,I ,~ . , .' "., ~ % ' , ,f-:' . ." . . . I ',. '. .,-." c'. .',:": ,,", ~ SCHEDULED FRAME ---. SCHEDULED DOOR AND HARDWARE AS SPECIFIED -- ~ ~" SEALANT OVER BACKER ROD, TYP, ALL SIDES EXT. I 0;:=~~D \ \ l. I INT 'CALOl'MDooR INT. I I EXT. \ T //1 ,./' / r I I SCHEDULED DOOR AND HARDWARE DOOR THRESHOLD SET IN FULL BED OF SEALANT- SEAL THRESHOLD TO JAMB AND ALL FASTENER HEADS (TYP.) ALIGN STEP IN SLAB WITH FACE OF CMU WALL SEALANT CONC, SLAB - REFER TO STRUCTURAL DRAWINGS II I, .1 PROVIDE SLOPE AWAY 1 FROM DOOR (TYP,) SEE < PLAN, VERIFY CROSS ........ SLOPE MEETS FFH I ~~QU~~~~S (TYP.) , . I <J Ll \ I THRESHOLD @ TYPICAL UNIT DOOR FINISH FLOOR AS SCHEDULED - VERIFY HEIGHT WITH I > THRESHOLD (MUST 1 BE LEVEL)-- I --'L .::J. <l -, <J / ;" ( <1 4 .j <; <1 LJ '7 '(/ ..:1/ / 4 .J <J d .; d dLJ <J .j '7 .j 4 -co 4 4 I · @ <J .J d .1 .1-.1 .1<1 ;<J "4 d .j '1 3" = 1'-0" INT, EXT. /- 8" CMU WALL / /- STUCCO SYSTEM ,//' SEE SPECIFICATIONS . ,- LAP MESH iO] I ".11 V .~ ') ~. L. " ~,r I "" I . 1" ,I ~ ~,=l t RIGID FOAM I BOARD -co 1 ~ I v~ d " 1%" METAL STUD- @ 16" O.C, ~" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES -! ~ I" 1 .J <1 .j 41, III[ , , t. I' I I P'i- I I STUCCO FINISH COA T OVER _ ~ REINFORCING MESH " _ ~~" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES - JAMB ANCHORS- SEE NOA REQUIREMENTS SCHEDULED FRAME- SCHEDULED DOOR I /\Ll / , 1 'v EXT. INT, JAMB @ UNIT DOOR 3" = 1'-0" 03540 '" ,............ .~~ t ~ ",-Y.a (,. ,., ( ~ ~.;'~ ~. e ii~Aa \f a ~r::.:U BPRC Submital: Date Plotted: March 31. 2005 Date Issued: January 10,2005 Revisions: &. Addendum #2 - Feb 14, 2005 3 Addendum #3 - March 30, 2005 EXTERIOR DETAILS CONSTRUCTION DOCUMENTS MAY 2 5 2005 ~ A-501 ~ - g < / - e :g :> U / en Ol e .~ ~ o ...,. 8 /E 8,00 o~ en .. en..... ~@ "28 ~C\I '0- eO ~~ ~Q It).. lje /0 ~~ /0 a..: a::: XREFS: mB ^-sc ~ 3'-0" f 2" GH IP ---' '/ HI L , TYPICAL AT SIDES :1 L OF RAMPS AND LANDINGS O'l I -:..r --' INTERIOR LANDING . " " 0 I ~ ~ 2'-8" OPEN n 2' -8" OPEN INTERIOR SIDE EXTERIOR SIDE ~ J 3'-0" . 0 EXTERIOR I ~'<: n 0 EXTERIOR LANDING I Ln LANDING 0 1--'1<- 1: 12 I n J t ~ :1 . 5'-5J <.0 5'-0" I Ln EXTERIOR RAMP, OPTION 1 " , " ,---' l 3 -0 J EXTERIOR RAMP, OPTION 2 SLIDING GLASS DOOR THRESHOLD G:~ \,:~N FOR RAMPS (15 "------.-/ JAMB 3"=1'-0" AT INTERMEDIATE JAMB (FIXED/OPERATING PANELS) JAMB 3"=1'-0" AT ASTRAGAL (TWO OPERABLE PANELS) EXT. INT. STUCCO SYSTEM SEE SPECIFICATIONS 8" CMU WALL BATT INSULATION - %" GYP, BD. ~ RIGID FOAM BOARD ,- 12" F.R, WOOD BLOCKING r- 1%" METAL STUDS @ 16" O,C. . <.0 STUCCO FINISH OVER REINFORCING MESH 'J' BEAD LAP MESH 12" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES SCHEDULED SLIDING GLASS DOOR WITH SCREEN INT. EXT, (13 JAMB @ SLIDI G DOOR 3"=1'--0" AT OPERATING PANELS/MEETING STILES EXl 8" CMU WALL STUCCO SYSTEM SEE SPECIFICA TlONS -- LAP MESH_______ INT. ~ SCHEDULED SLIDING GLASS DOOR --- BATT INSULATION ------ --- %" GYP, BOARD 1%" METAL STUDS 8" CMU LINTEL REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMEN T INFORMA TION i.o STUCCO FINISH COA T OVER REINFORCING MESH RI~ FOAM BOARD DRI ~ /' 12" EALANT OVER BA R ROD - TYPIC ALL SIDES EXT. INT, A T FIXED P AM~L INT, EXT. SCHEDULED SLIDING GLASS DOOR TURN WATER-PROOFING BASE UP WATERPROOFING - ---, TURN UP 1>2" AT SILL, ENDS UP 4" TO 5" AT JAMBS SET THRESHOLD IN FULL BED H.S, GROUT - ~ .---- CONC, SLAB - REFER TO STRUCTURAL DRAWINGS FINISH FLOOR AS CHEDULED - VERIFY HT AND COORDINATE H REQUIREMENTS SEALANT \ TYPE 1 WATERPROOFING \1\\\,.\. MEMBRANE . ------ SLOPE " " '" d ,j'" ~ 4 4 '" " 4 '" <I 4 '" d " '" '" .tl L\ 4 d '" d 4 ., d 4 '" '" .) <I' d '" 4 <Jd '" d 4 " "',..;1 QIj THRESHOLD @ SLIDING DOOR 3"=1'-,0" AT FIXED IJAIIEL EXl INT, 8" CMU WALL ~- STUCCO SYSTEM SEE SPECIFICA TlONS - BATT INSULATION -~ %" GYP, BD, ~ RIGID FOAM BOARD /~ 1/4" SHIM 1%" METAL STUDS @ 16" O,C, . <.0 STUCCO FINISH COA T OVER REINF LAP MESH >2" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES / / -- SCHEDULED SLIDING GLASS DOOR EXT. JL_ JAMB @ SLIDI _ __J . G DOOR INT, (ig A T FIXED PANEl 3"=1'-0" Keyplan _.. J EXT. ~ 8'-4" AU." EXT. Cv HEAD INT. r- STUCCO SYSTEM // SEE SPECIFICATIONS / / ,-- 8" CMU LINTEL - x>< REFER TO STRUCTURAL DRAWINGS FOR LINTEL REINFORCING INFORMATION /- 8" CMU WALL r-- DRIP EDGE 12" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES SCHEDULED FRAME SCHEDULED DOOR AND HARDWARE AS SPECIFIED INT, INT. (8' ~/ INT. INT, CD 3"=1'-0" ,.j " ..j "," '" L\ '" d '" ..j '" L\ ",4 3"=1'-0" FULL GROUT FRAME / AT RATED DOORS ~ SCHEDULED DOOR JAMB 3"=1'-0" EXT. SCHEDULED DOOR AND HARDWARE 2 DOOR THRESHOLD SET IN FULL BED OF SEALANT-SEAL THRESHOLD TO JAMB AND ALL FASTENER HEADS (TYP.) TYPE 1 WA TERPROOFING MEMBRANE FINISH FLOOR AS SCHEDULED I '" 4 d "'4 4 PROVIDE SLOPE AWAY '" FROM DOOR (TYP,) SEE " PLAN. VERIFY CROSS SLOPE MEETS FFH REQUIREMENTS (TYP,) " '" '" 4 d '" ",,, 4 d '" '" d <1 <1 ..j 4 '" 4 <1 <1 " d <1 4 4 '" <1 " Ll ...,4 EXT, - 8" CMU WALL STUCCO SYSTEM SEE SPECIFICATIONS ~ JAM CHORS- MIN, (4) JAMB AS SPECIFIED ---- . J' BEAD ~ ~\ ,~-- >2" SEALAN T OVER BACKER ROD - TYPICAL ALL SIDES EXT. WALTON H. CHANCEY &.ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 M1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 2003lHESE PLAI'lS ARE CQPYRIGHlID AND ARE SUBJECT TO COPVRIGH1 PROTECTION AS AND "ARCHrTK:TURAl WORI(" UNDER SECTION 1 02 OF THE COPYRIGHT ACT. , 7USO, AS AMENDS) DECEMBER. 1990 AND KNOWN AS ARCHrTK:TURAl WORI($ COPYRIGHT P~OTEcrION ACT OF 19'10 lHE PROTECTION INCLUDES IllJT IS NOT UMlTEO TO THE OVERALL FORM AS WELL AS TI1E ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN, EXl 8" CMU LINTEL - REFER TO STRUCTURAL DRAWINGS FOR LINTEL REINFORCING INFORMA TION %" GYP, BD, 1 %" METAL STUD @ 16" O,C. BATT INSULATION 8'-2" A,FJ," SCHEDULED FRAME SIDELIGHT AS SCHEDULED EXT, (6) ~/ INT, --- STUCCO SYSTEM x>< SEE SPECIFICATIONS // /~- 8" CMU WALL / //r-- LAP MESH / , <1 ~ 4 '" &l 4 LJ 4 <1 <1 4 ." Ll <1 ~ STUCCO FINISH COAT OVER REINFORCING MESH RIGID FOAM BOARD "--- 12" SEALANT OVER BACKER ROD, TYP, ALL SIDES INT, OR 3"=1'-0" INT, DOOR THRESHOLD SET IN FULL BED OF SEALANT- SEAL THRESHOLD TO JAMB AND ALL FASTENER HEADS (TYP,) FINISH FLOOR AS SCHEDULED - VERIFY HEIGHT WITH THRESHOLD (MUST BE_~VEL) ~-\ " '" ..j <1 d <1 (7) ~/ INT, BA TT INSULATION %" GYP. BD, 1%" METAL STUD @ 16" O,C, SCHEDULED FRAME - SIDELIGHT AS SCHEDULED---- INT. QQ A T FIXED PANEL EXT. ~ - SIDELIGHT AS SCHEDULED r- / / ALIGN STEP IN SLAB WITH F ACE OF CMU WALL SEALANT -- CONC, SLAB - REFER TO STRUCTURAL DRAWINGS <1 4 <1 d PROVIDE SLOPE A WA Y FROM DOOR (TYP,) SEE <' PLAN. VERIFY CROSS SLOPE MEETS FFH REQUIREMENTS (TYP,) .' . .d " <1 '" .1 <1 d <1 I LJ"'4 d'::\ <-J.1 4 " q 4 " <1 4 Ll '" '" L\ " tt d LJ <1 4 d 4 <1 " 4<1 <1 4 '" ..., '" 4 '1j 4<1 " " <1 LJ " THRESHOLD @ UNIT DOOR 3"=1'-0" A T FIXED F' ANEL --~ EXT. /- 8" CMU WALL ////C /" //- STUCCO SYSTEM /' SEE SPECIFICATIONS r- LAP MESH ./ / RIGID FOAM BOARD i.o - STUCCO FINISH COA T OVER REINFORCING MESH " "'-, ~ ., " ''''-,_>2" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES JAMB ANCHORS- SEE NOA REQUIREMENTS EXT. JAMB @ UNIT DOOR 3"=1'-0" ------~--1 I I I 1- -- .a....eS ide l) l-- <::"~.. lt~', . \s. if 'irI~~ :t.'...." ? \., 4i , r;, \ . /~-))A /'/--- t.. <<~) ',:' ---) L(-~h;:::~~~~~Y;~~~! d <1 EXT, 8" CMU LINTEL - REFER TO STRUCTURAL DRAWINGS FOR LINTEL REINFORCING INFORMATION %" GYP, SO, 1%" METAL STUD @ 16" O,C. BA TT INSULATION 8'-2" AJJ," ,}' "''\ INT, STUCCO SYSTEM SEE SPECIFICATIONS 8" CMU WALL __nO LAP MESH , '" .:I " ^ LI " <1 " 4 ." Ll <1 ,- STUCCO FINISH COA T OVER REINFORCING MESH "-- RIGID FOAM BOARD .1' . .\' ~. . ~. . ". --- - 12" SEALANT OVER BACKER ROD, TYP, ALL SIDES SCHEDULED FRAME SCHEDULED DOOR AND HARDWARE AS SPECIFIED --~ I INT. I CAt-Of\llT-'D-UuR EXT, ~D o 3" = 1'-0" INT. DOOR THRESHOLD SET IN FULL BED OF SEALANT- SEAL THRESHOLD TO JAMB AND ALL FASTENER HEADS (TYP,) ~-- FINISH FLOOR AS SCHEDULED - <", VERIFY HEIGHT WITH THRESHOLD (MUST BE LEVEL)~ " d " LJ <1 ,} <1 <1 EXT. _ ~- -- ________._______1 SCHEDULED DOOR AND HARDWARE ALIGN STEP IN SLAB WITH F ACE OF CMU WALL SEALANT CONC, SLAB - REFER TO STRUCTURAL DRAWINGS PROVIDE SLOPE A WA Y FROM DOOR (TYP,) SEE PLAN, VERIFY CROSS SLOPE MEETS FFH REQUIREMENTS (TYP,) .d .'.1 </ .1 4 '" ",1 '" " ~ L' .\ J <:} 4 ..j <1 4 /1 --^\ <J " '1j '" ,} " ''._;j <1 .J @ THRESHOLD @ TYPICAL UNIT DOOR 3" = 1'-0" INT. BA TT INSULATION '" %" GYP. BD.\ 1 %" METAL STUD \ '\ @ 16" O.C, \ 12" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES SCHEDULED FRAME ~ SCHEDULED DOOR ~ INT. EXT. 8" CMU WALL STUCCO SYSTEM SEE SPECIFICATIONS LAP MESH -;::-----1 ~-f'=9~ I --- ,RIGID FOAM BOARD ~I ---- [- STUCCO FINISH COAT OVER ------4 REINFORCING MESH " ',,--->2" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES -~ JAMB ANCHORS- A 1_ _ _. _ __ _ _ ____SEE NOA E::.OUIREMENlS / CD JAMB @ UNIT DOOR 3" = 1'-0" , "/ ..~3rJ' \~ '.If!\) l BPRC Submital: 03540 Date Plotted: january 10, 200S -_.~~~~._-....--- -----"_.. --_..__._~.- -_..__..-.- Date Issued: january 10, 200S ONSTRUCTION DOCUMENTS Revisions: I ! , ~ XR FS' TTLB A_SC ""~ // ~ INDICATES EXTENT OF WATER PROOFING ~ UP CMU WALLS OVER END DAMS / ./ ..----- ~~///'" ~ ~~\:J/ ~ -----/ C)~ /S~~$'\) ~, /' ,*\J~~\'\' ~ \J\)\)~ - INTERIOR FLOOR SLAB I ~ ALUM, SILL FLASHING ANGLE SET IN FULL BED OF SEALANT /' -1~" CONC. LEDGE AT SLIDING GLASS DOORS 00 RUN WATERPROOFING OVER END DAMS ND SILL FLASHING EDGES UP WALLS A ILL FLASHING AS SHOWN ON THIS --DEtAIL IL 8/A8,1 (TYP,) -,'-::::.:. EXl CONC. FLOOR SLAB '-.:::,:::~,~ "":~~~ ~, '- - 2"Xt' ALUM, SILL FLASHING ANGLE DAM SET IN FULL BED OF SEALANT UNDER SILL FLASHING ANGLE (G.C, OPTION: PRE -FORMED PAN IN ONE PIECE WITH WELDED CONNECTIONS, SET IN FULL BED OF SEALANT - TO SAME DIMENSIONS) FLAHING @ BALCONY SILL N.T.S. /",./'1 ,? I /7 i /~/~fJ /" /~ / ,/ ~ // //~/./ ~~.""':;:;P~! ! 01 !/; / r1 1fl;/ 11/ III I l/V !II III / llll If 1 Ii/II /I / / 1;1 / . / I! / 11/ SLIP LOWER END OF JAMB FLASHING MEMBRANE AND SILL FLASHING MEMBRANE OVER WATER RESISTANT BARRIER @ - THE WINDOW SILL /~ CMU WALL /~ BASE COAT - FINISH COAT // ,7' y/ /~ 0//~/_' / ! / ./ /' // // ./ CD / ./ // / CD // ./" .? / / ? v' /// / 7' / / /' // ,/ ,,// - / // ./ ,/ ./ /- 0) CD NOTES: FLASH THE WINDOW OPENING BY INSTALLING MOISTURE BARRIER MEMBRANE AS SHOWN ABOVE BY WRAPPING THE ROUGH INSIDE SURFACE OPENING, ~ PROVIDE NAIL ON WINDOW OVER THE FLASHING SYSTEM, AND THEN INSTALL THE STUCCO WATER RESISTANT BARRIER, 'Q PROVIDE LATH OVER MEMBRANE AREAS TO RECIEVE STUCCO, - o Lt) ..( / - e Q) ~@ .!;;; o o ...,. o ~E 0lLt) OC") en .. en - ~@ '0 It) "'8 ON ~ '0 ' e- .- C") ~ ... o ~::E It) .. C") e ~o 8'0 oQ) C\I:::: /0 a..: a:: FLASHING @ ROUGH OPENING N.lS. INT, INl Keyplan EXl INT, REFER TO PARTITION TYPES STUCCO SYSTEM " ' b r-.. ............- CONC. L1N TEL - REFER TO ./" STRUCTURAL DRAWINGS ~ SECURE TO CMU PER WIND LOAD REQUIREMENTS, " I> b b " " r-.. "e t> to, 2" '--, ~ CASING BEAD "~"'" .~~ ~ "--- ~" CONTINUOUS SEALANT WI BACKER ROD AS SPECIFIED FRAME AS SCHEDULED 1 2) HEAD @BALCONY / 9 .,) \ . "'----/" lNl 3"=1'-0" --~. /' /// EXl EXl INl INT, b r-.. " ' b REFER TO PARTITION TYPES '_. - PROVIDE DRIP ">c. ----~- BACKER ROD AND SEALANT, /./t. TYP BOTH SIDES ~..~.I t...'. FRAME AS SCHEDULED >---', >-<' t> ,............- STUCCO SYSTEM , ,~STUCCO SYSTEM " G L L ~---------/ " ' " " ,--",' L b e t> to, b~ ..! ~/ <,/// " /' - >, b r-.. - CONC. LINTEL - REFER TO STRUCTURAL DRAWINGS - SECURE TO CMU PER WIND LOAD REQUIREMENTS, ) Q .......... 2" .......- CONC, LINTEL - REFER TO ///'" STRUCTURAL DRAWINGS / " t. ~/ .....- SECURE TO CMU PER WIND LOAD REQUIREMENTS, to, L b " ~-' -' " ~//.---- .~ b L e t>-r;' to, I SLOPE TOP OF DECORATIVE I COLUMN BEYOND / / I ~ " ". 1 I CASING BEAD - ~" CONTINUOUS SEALANT WI BACKER ROD AS SPECIFIED DOOR AND FRAME AS SCHEDULED '" " /'" '--.---- I t>' i ! 1-- := t. I I. v r-..e " G t ,-~----... HEAD @ STOREFRONT G) CLUBHOUSE /---- HEAD @ BALCONY DOOR 3"=1'-0" ,________v INT EXl ALUMINUM FIXED WINDOW FLASHING ANGLE FI~ISH FLOOR AS SC~EDULED ! WA TER PROOFING MEMBRANE OVER EPOXY GROUT ~" NON-SHRINK EPOXY GROUT URETHANE "CAN'T" BEAD BACKER ROD AND SEALANT TYPE 1 WATERPROOFING MEMBRANE AT SLAB AND UP WALLJAMBS 6"+1- r-- TILE AS SCHEDULED I I \ \ \ \ \ \ \ \ <1 ~ <1 .j <1 ~ <1 " d <1 ,1 ~<1 ,1 <1 ,1 <1 <1 .J <1 .j <1 4 .j <1 <1 <1 ,0 <1 ,j <1 4 <1 "L1 <14 <1,1 <1" ,j ,1 I, I I 6) 3"= 1 '-0" ,LUBHOUSE ! I' ~ EXl INl EXT, <1 <1 <1 il ';J 4 " <1 II Ij ALUMINUM DOOR AS SCHEDULED FLASHING ANGLE FRAME AS SCHEDULED d ,1 <1 <1 CONC. SLAB - REFER TO STRUCTURAL DRAWINGS -- SHIM ,j " <1 .j TURN WATERPROOFING BASE UP AT SILL -, \ BACKER ROD AND SEALANT TYPE 1 WATERPROOFING MEMBRANE r FINISH FLOOR AS I SCHEDULED - VERIFY I HEIGHT AND COORDINATE TH FFH RE UIREMENTS <1" 4L1 <1,0 ,::J <1 .j " " <1 Ll <1 <1 c:l <1 " LId <1 .j oJ <J' .J-.:} <1 <1 <1 4 .j <1 <1 C! .j J <14 <1 Ll J <1 4 <1 4 4cJ V] " '-' /--..... ( 5 ) SILL @ STOREFRONT o CLUBHOUSE /-"---, SILL @ BALCONY DOOR 11) ~=~:L @ BALCONY ~ . ( 8 ~) 3"=1'-0" ',,------_/ ----..---- EXl INl --< x, REFER TO PARTITION TYPES ~ 8" CMU WALL / ~ STUCCO SYSTEM 'x(X ' ./ , i >-< ~. SHIM ................ ~~" CONTINUOS SEALANT WI ~ BACKER ROD AS SPECIFIED ------- DOOR FRAME AS SCHEDULED /\ 1 0) JAMB @ BALCONY (7 3"= 1'-0" >-< >-<. /// 3"=1'-0" xx CLl;BHCiUSE EXl INl EXl II >-<....- ) I >-<r >-< ) i REFER TO PARTITION TYPES ""'~~" CONTINUOS SEALANT wi BACKER ROD AS SPECIFIED "'- DOOR FRAME AS SCHEDULED >-< REFER TO PARTITION TYPES 8" CMU WALL ~ STUCCO SYSTEM // ,/......- 8" CMU WALL /~ STUCCO SYSTEM ,f" I , I ~_______________ SHIM //~- SHIM .v:n n (\ ) '-../ ;\ ;\ ...---' , JAMB @ STOREFRONT .......----.. JAMB @ BALCONY DOOR ( 4 \) '----..----/ CLUBHOUSE 3"=1'-0" -~ 3"=1'-0" EXl --- - I I' , i c-- -- ~ I SEE DETAIL 4/A FOR NOTES , I // I . ) i --- -.-- 502 '\ HEAD @ STOREFRONT 3"=1'-0" INT. /\ ! / EXl DOOR AND FRAME AS SCHEDULED, SET FRAME IN BED OF SEALANT OVER WA TERPROOFING MEMBRANE - TURN WATER-PROOFING BASE UP AT SILL ~ ~" SHIM / ! CONC, SLAB - REFER TO STRUCTURAL DRAWINGS <1 WA TER PROOFING MEMBRANE OVER EPOXY GROUT ~" NON-SHRINK EPOXY GROUT ,~URETHANE "CAN'T" BEAD - BACKER ROD AND SEALANT TYPE 1 WATERPROOFING MEMBRANE A T SLAB AND UP WALLJAMBS 6"+1_ ]LE AS SCHEDULED BACKER ROD AND SEALANT- ^ TYPE 1 WATERPROOFING I MEMBRANE <1 d .j <7 <1 j '.j oJ oJ <1 LI <1 d <1 <1 .J ,1 L\ <1 <1 " <1 SILL @ STOREF~l5~f 3"=1'-0" INl ( : ~--- - ..,'_______~" CONTINUOUS SEALANT wi ............... BACKER ROD AS SPECIFIED ..... ...... ~ DOOR FRAME AS SCHEDULED - ; I - I I' t - - I ( EXT. ./--- 8" CMU WALL ........-- STUCCO SYSTEM ,/ //--~ SHIM ~" CONTINUOS SEALANT wi BACKER ROD AS SPECIFIED ---. DOOR FRAME AS SCHEDULED - u - -- -- DOOR AS SCHEDULED JAMB @ STOREFRONT CLUBHOUSE 3"=1'-0" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A """''\' ...... ,,\ ~~ ~ !~,: <"~D"-' ;-~. /......, :, (l "V~.' t;......' ... li: ~,~ f,I f . . !'V-'" d..e9.'ideQ~ l<<""' ,,"',' ,''''. , ~ ' "1>>- ~ , ~' ~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C~;;~~:;;,<#;r<:6 gn~tt4n;~ :r~"""- 02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTUR^L WORK" UNDER SEcnON 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMSER, 1990 AND KNOWN AS ^RCHITECTURAL WORKS COPYRIGHT PROTECTION ^CT OF 1990 THE PROTECTION INCLUDES SUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 BPRC Submital: Date Plotted: March 31, 2005 Date Issued: January 10,2005 Revisions: 03540 CONSTRUCTION DOCUMENTS 3 Addendum #3 - March 30, 2005 EXTERIOR DETAILS ~ v(:~, i I A-502 mB ^-SC INDICA TES EXTENT OF WATER PROOFING UP CMU WALLS OVER END DAMS ~ ~~ {0~Y C)~ S'v~~) ~\)'\~ <:}'> ~ / \)C)C)~ '~ ~~./~ / ./' / INTERIOR FLOOR SLAB / / / r ALUM, SILL FLASHING ANGLE SET IN / FULL BED OF SEAllINT / / lJf CONC. LEDGE AT SLIDING GLASS A);< / DOORS \ ~~ ",' ~ '.:-'~ RUN WATERPROOFING OVER END DAMS \ ~ "'-,____ ND SILL FLASHING EDGES UP WALLS co /,/,/ // )Z A LL FLASHING AS SHOWN ON THIS "-.. I ,// / '" // DE~ IL 8/A8,' (TYP,) ~ V ~ , ' vi ~ """,/ '~, , '~ , t>V' "" ~ ~ EXl. CONC, FLOOR SLAB ""-"'" ~ ~ '-'::: ~ 2"Xt ALUM. SILL FLASHING ANGLE DAM SET IN FULL BED OF SEALANT UNDER SILL FLASHING ANGLE (G.C, OPTION: PRE-FORMED PAN IN ONE PIECE WITH WELDED CONNECTIONS, SET IN FULL BED OF SEALANT - TO SAME DIMENSIONS) @ FLAHING @ BALCONY SILL N,T,S, / SLIP LOWER END OF JAMB FLASHING MEMBRANE AND SILL FLASHING MEMBRANE OVER CtJ WATER RESISTANT BARRIER @ ~ v THE WINDOW SILL ~/ ~ 1/ /-CMUWAll t--- / /; II /( ,//., ~ FINISH COAT " II f / ...)/ // " /( . / / " ' " A~, p7~ " ~1'\i'\1V" : ~iP / ~I/;/ / CD /' /~ AOVC t77 tv ~ 1'0. t--- r-. t-.. r-. t-.. r-.. ...... " :/ ~// , 0/ ~"~/// I ...... I " " " " ...... ...... ...... ~ /// ~/ llz:d./ 0) / // / //// ~V// i' r-. r-. r-. ...... r-. ~ ///" " // " //' ~V' CD A1E ~ , ~ 6LY~ l .,p' #~ v, J / # /"" // ~v /// ( 1 " " " i' t'- i' t'- r-. t'- r-. ,/ ~ / ~v// CD 'A~ ~~I<C;;J // v: /// .At"- ~ ~y NOTES: FLASH THE WINDOW OPENING BY INSTALLING MOISTURE BARRIER MEMBRANE AS SHOWN ABOVE BY WRAPPING THE ROUGH INSIDE SURFACE OPENING, ~. PROVIDE NAIL ON WINDOW OVER THE FLASHING SYSTEM, AND THEN INSTALL THE STUCCO WATER RESISTANT BARRIER. "0 PROVIDE LATH OVER MEMBRANE AREAS TO RECIEVE STUCCO, ~ ..( / - e :g :> U / en Ol .~ @ FLASHING @ ROUGH OPENING N,T,S, o o ...,. ~!= 0100 ~a en CO ~@ 'E1t) ~~ -go ~~ ~Q ~c ~o g-g C\I~ /0 a..: a::: INT Keyplan INT INl. m ISH FLOOR AS SCHEDULED - -1 " <1 4 <1 4 <1 " <1 .:\ ~ ~" EXT '>-) ", r;-<~;) ';/' '>-<~ " '''.'' ;:gD~~ ~~}/9/"".' L >-< ) 1><>-<") "I> L t~~;r~ ,/ " . " n<> REFER TO PARTITION TYPES /~~ STUCCO SYSTEM // /' ~~ ~ " " ' t. ......'- CONC, LINTEL - REFER TO /// STRUCTURAL DRAWINGS /'~ / 1/// SECURE TO CMU PER WIND LOAD REQUIREMENTS, . '. 1/ " " t:> t. " ~ " " " t. . " I> I> ~ // X / .. ilW - l l~ OJ! _ ~ Ii I il ~" ',~~- CASING BEAD 2" "",- ~'~ ~""'-- Jf CONTINUOUS SEALANT wi ~ BACKER ROD AS SPECIFIED " " FRAME AS SCHEDULED l illV' " " EXT, r---~- I ALUMINUM FIXED WINDOW - FLASHING ANGLE ~___ WATER PROOFING MEMBRANE OVER EPOXY GROUT / I' -)2" NON-SHRINK EPOXY GROUT -~- RETHANE "CAN'T" BEAD I I / W BA R ROD AND SEALANl----~- ~ t 1 =~~ TYPE' ERPROOFING I / MEMBRANE SLAB AND UP ~ ~ IV I WALLJAMBS 6" - .Ie; v~ j'--- TILE AS SCHEDULED ",---I ~ l' , <1 - <1 .J L1 <1 4 ~j 4 _<1 " d <1 L1 <"J 4 <1 <1 <1 d <J 4 <1" <14 <14 " ALl L1 " OJ) SILL @ BALCONY 3"=1'--0" EXl ^ b-< ) k/~' 'v ~"'" 1':>--< / --<.) '>-<, 1'>-<, --.i -~- REFER TO PARTITION TYPES ,~~ /x K3r/< . t(< l/: /~ ::U~~~ :~~EM . :~>Z~t<'/~// >\ -T/< <: >< ~< D J~>,,~~/ ____-----~-- SHIM k.'\;/~/'"x/Y>~=~ ~~ ~ . ,."1 j _I x. ~ -= I~=: 12" CONTINUOS SEALANT w/ BACKER ROD AS SPECIFIED DOOR FRAME AS SCHEDULED ,L- 1--__ /' G~c>>4~0B @ BALCONY ,------- INT (2) INl. 8 INl. c/) EXT :;jr) V;Z ~ - ,j -- REFER TO PARTITION TYPES ~ 1.:<> ^,; / STUCCO SYS1EM K ^", r'>< _l~/..:.--- CONC. lIN1EL - REFER TO /< ~ " t:> k l~ STRUCTURAL DRAWINGS ""v/" I> ~ t. V V- SECURE TO CMU PER WIND //'-.., ,,~ LOAD REQUIREMENTS. ~k~"<< >".: "~~v ~ >(70' /^"x ,./'-..,/ / ' )< /, t:~~2:"''/ v CASING BEAD .J2" CONTINUOUS SEALANT W/ BACKER ROD AS SPECIFIED DOOR AND FRAME AS SCHEDULED ili HEAD @ BALCONY DOOR 3"=1'-0" -~~ ~ EXT. J_. ALUMINUM DOOR AS SCHEDULED FLASHING ANGLE I / WA TER PROOFING MEMBRANE 1/, OVER EPOXY GROUT Ita J 1: )2" NON-SHRINK EPOXY GROUT Itl / r- URETHANE "CAN', BEAD / / BACKER ROD AND SEALANT / / j;/lfTYPE , WATERPROOFING MEMBRANE . ~ / / A T SLAB AND UP WALLJAMBS 17 // 6"+/- ~ f1'i1l~ // r TILE AS SCHEDULED 7 / <1 - <1 <1 4 <1 d " 4 _<1 " <1 /1 <J L1 <1 L1 <1 Ll <1 <1 <1 " <1 L\ <1 4 4 " .7 <1" " .4 <14 <1" 4 " SILL @ BALCONY DOOR ~ ,"'- ^ tQ~i'.. 1( .k'5:<' K ~ y "'~ >-<r! ;x'. "~<' '>( ~{ >(~ \~. ;:;.. 1</ xX x K/: ..' //- 8" CMU WALL ::J 'X ., / / F STUCCO SYS1EM .C3~. . , /) <~< rl<VxxS>c L-//- SHIM I ~ .~"' ~ ~///_ '1," CONTINUOUS SEALANT wi ~r~ ~~:- BACKER ROD AS SPECIFIED r~ ~ ~/'~ -------~ DOOR FRAME AS SCHEDULED EXl REFER TO PARTITION TYPES - l --- UJJ \JJ r l- \) '- JAMB @ BALCONY DOOR 3"=1'-0" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cfy Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2OO3IHESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTKlN AS AND 'ARCHITECTURAl WOR~ UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMSEIt 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECnON INCLUDES IlUT IS NOT LIMITED TO THE OVERALL FO~M IW WELL IW THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS OF THE DESIGN, INT (6') ~ INT, SHIM EXT INT R ~ ~~ STUCCO SYSTEM ,,/ , ~ CONC. LINTEL - REFER TO / STRUCTURAL DRAWINGS I________~ ~ SECURE TO CMU PER WIND /= / /~ LOAD REQUIREMENTS, ~~ " . :<V v~- \ ~I> " / ',".~~,,__~ ~ ~ II j SLOPE TOP OF DECORATIVE , I COLUMN BEYOND />< / ~ ,\ ~" :.....1 ".. '";'/.-..~ ~~, J<, ~.._ / II no I~ n\\ I ~,~ ~, -~"" / "- ~~'f., ~ "<~,___>/ '- PROVIDE DRIP ---- _________.T' '------~ BACKER ROD AND SEALANT, "'.i.. TYP BOTH SIDES I -,~ "'~- FRAME AS SCHEDULED 1/] 'j, r' 1>< " ' t. L t. " t:> " I> ~ t. " ~" , '>-< k ~" -y^- =1. HEAD @ STOREFRONT @) 3"=1'-0" CLUBHOUSE EXl 1-- r FRAME AS SCHEDULED TURN WATERPROOFING BASE UP AT SILL \ ~ -=~ \=1fW II (lJ) "\11 trn Ir CONC, SLAB - REFER TO STRUCTURAL DRAWINGS ----1 BACKER ROD AND SEALANT TYPE , WATERPROOFING MEMBRANE FINISH FLOOR AS SCHEDULED - VERIFY HEIGHT AND COORDINATE TH FFH REQUIREMENTS (~) INl. (i G) 3"=1'-0" '- - ~... . :.~~ . . -=~~~; :lit~al:JanuaryW, 2005~~ \.;;:~,;~?~~"~~~,Hi' .,.~ _~~!.e_~~~u~~~_ _J~~rl~a~ 1 0, ~5 (~i'.: =---=-==~~--=-= .'- " ' ,:' " ~ Ii-- ~ <1 L1 ~<1 ~<1 4 4 L1 <1 <1 <1 <1 4 ,1 ,1-::1 <1 " <)' .1d 4 <1 L1 " d <J 4. 4 <1 <1 <1 <1 .j " <1 d <1 " Llq "" 4 " SILL @ STOREFRONT @ - :,"=1 '-0" XX CLUBHOUSE EXl. , K)b/ -I ~)< I~>-< 1 K . K:)0 ~ ~.. <:<><xX;:<;;X //- 8" CMU WAll fa f<:' ~" /' /r STUCCO SYSTEM )/ // ~I>/ ,- /' ,/ rS) k/ .~~ L_ S ><,~/>VX _ iii' 'I '.. .. ~ \m T ~~ J ~"" ---- l~ ~ ij, r I'-'.....:c-~,__ '1," CONTINUOS SEALANT WI t----~ BACKER ROD AS SPECIFIED '" 1'0.. ........ I /,---- DOOR FRAME AS SCHEDULED ~, JAMB @ STOREFR~ REFER TO PARTITION TYPES L----------/--- SHIM .~ 3"=1'-(( "C~ ------------ --_.~-- -l <2..et?ideQ ~ <::'t) ~ ~~ .~ ~~\~~~~'JI.<> ~. HI,..""...".,........"..',.. If.' a '. f '.1 ... i' r~' I";; I ~.- ",- , ....... ~) y'" '... r:-> ,..~ . ') (J "//€U".,.,,,,...a" rf:";;;:~".kJ""?~-' r- .__~_n_____-~--"-- I PROJECT NO. 03540 , ----~.,----~---_..._---,-~_._---_._-~---_.._.-'_.,._---,-,---~-_._------ EXT t:/j i\, 'c~ .' n{ I I I I ~.11 J~ ~ - '., ) >-<...-<) -<':) -< ') -:... ) ;>-<'-<) '>-<' t~ . L t. L " '. f>, ,. ./ \> b. t.. " " -< ) , , /- " " l- . ". I> I SEE DETAIL 4/ A502l _h'~ FOR NOTES - ~-~=~-=~---::-/ ; i I I I I I l I ~ ~ ~_ __11. ______ ' ---\ / \- '. HEAD @ STOREFRONT / I-~-- .--------------r ~-- -= ---r lJ _-c=_ -: =- -"l 1 __ ____ ___ ------ -- - \ 3"=1'-0" CLUBHOUSE INT, EXl -=t--~ DOOR ANDFRAM-~-~S '[ SCHEDULED, SET FRAME IN BED OF SEALANT OVER WA TERPROOFING MEMBRANE // =; iii I ~ 'Ij --~ TURN WATER-PROOFING BASE UP AT SILL [//1 r-----.W SHIM / CONC, SLAB - REFER TO STRUCTURAL DRAWINGS / I / BACKER ROD AND SEALANT t::J 11' en" rtJ ,\- TYPE , WATERPROOFING I MEMBRANE I I~.l.[ l ~UJ tJ5 ' . . :;f;: n~ u II rrn /1 -VI , II / it ,-. , 1 1 lj~ -".. .....\ 1 " -~- -- I ~ I '1 <~ "J 'J ..; '. ," 'I '1 .} d 'J ,.1<.1 ,,1< ..; cl <1 <1 SILL @ STOREF~l5l\ff 3"=1'-0" CLUBHOlh[ INl. EXT, 'i.y(/LT- ~.. ._______n' '/ >-<<: :'~ .. :-</< ., >-<: '-- ::>-- ".- -<.-- 'h:::cl ~:-I ~>-<<~ >< ~ -,lj , -- / L JL ,.,'1",. /nn'-' ~ T';';;;;;; 21~';' l"~~-"~ t', ..--.1 _ , I.. . ~-- u REFER TO PARTITION TYPES .' , . . ' '. ,/ 8" CMU WALL - STUCCO SYSTEM .,,,/, ~ l 1 ~/ I~:')~f" "it~~7~~F:7f';t = =T~- ~~." : -, L,!.J!-~--'..h;.:.n.'C..~,'X:L_ ! !' I' I ~ ., I' { " t U.,..' i! ,r ' .,! ,. " "" ;: i: (" ,.. !: ',' /;:J ,,;'~It).~"f\~ iill .J LJ~ .. , f",.. " .) I ;; ~- , i',', O~"'7' ";"~";'!1 ; . .' --a.: . ,.., "," ,.'. I('C .;, '.'.. ," 'f 'i h,. ", -' ;,J..., , ....' ......'.'.'fOn!:fit ' .. SHIM Ie """" )2" CONTINUOS SEALANT wi BACKER ROD AS SPECIFIED DOOR FRAME AS SCHEDULED '" "C--J ", p l77"7"'7" DOOR AS SCHEDULED ~ {T L__ _ ~,. /\___,_,_L_ .__.__,____.._ JAMB @ STOREFRONT CLUBHOUSE .._______.~..._________~_.___._--------.------.-~-".-.----__n'.______________ _____ 03540 ! --'~~- CONSTRUCTI )N DOCUMENTS . ,__ _~n__ _____ I-----'~-~----~- EXTERIC R DETAILS n_ .,_________~____ f--- I-_~n___'..____ m -- ..~----------- ,- -- -- /r.~)2 \: ,', ~ XREFS: mB A_SC EXT. INT. EXl INT. EXT. INT, EXT. INT. /\~ \ ; V 'x~ ) , >-< >-<) 'i ./ , , >-e?-<)' ( ':>-< ,>-<:. ) r(.') )/ '>< ':>-<, ) . ~",'~ ,/ i >-<) " >-<. 1-< ) >-< '>-<:1 >-< >-<: ) .' , X?-<)' yJ >-<~ ) STUCCO SYSTEM 8" CMU WALL r- DECORA TIVE FOAM COLUMN WITH STUCCO FINISH OVER REINFORCING MESH - STUCCO SYSTEM .'~ 8" CMU WALL /- STUCCO SYSTEM ~ CMU LINTEL 8" CMU LINTEL - REFER TO STRUCTURAL DRAWINGS FOR LINTEL REINFORCING INFORMA TION 8" CMU LINTEL - REFER TO STRUCTURAL DRAWINGS FOR LINTEL REINFORCING INFORMA TION 8" CMU LINTEL - REFER TO STRUCTURAL DRAWINGS FOR LINTEL REINFORCING INFORMA TION 8" CMU LINTEL - REFER TO STRUCTURAL DRAWINGS FOR LINTEL REINFORCING <J ", -""I~/:; I ) ~ , <J ~ " " <J <J -<l / / .d ,J r Li <<) -<) " />-<) /\, ~, ; ;>-<) ~) :>-<, . ) ,;X i >-<. ) _.~;>-< ' ..:l I I ~ .J d Ll .1 " ~ ~ 1" oJ oJ ~ eO <1 eO IJ Ll <J eo Li <J ..1 j e" Ll .j <J -~ F.R, WOOD BLOCKING, SET IN BED OF SEALANT Li 1 5/8" MTL, STUDS-, ~ STUCCO FINISH COA T OVER REINFORCING MESH ~ RIGID FOAM BOARD ""~,, ",:- LAP MESH STUCCO SYSTEM 8" CMU WALL <1 . --....- STUCCO FINISH "'" OVER REINFORCING MESH '~ RIGID FOAM BOARD - PROVIDE DRIP EDGE CONTINUOS SEALANT OVER BACKER ROD, TYPICAL ALL SIDES ALUMINUM WINDOW ASSEMBLY .~~------- F,R. WOOD BLOCKING, SET IN BED OF SEALANT - 'J' BEAD -- ~" SEALANT OVER BACKER ROD, TYP, ALL SIDES 'J' BEAD ~" SEALANT OVER BACKER ROD, TYP, ALL SIDES '-- F,R, WOOD BLOCKING, SET IN BED OF SEALANT ~~ - CONT, SEALANT OVER BACKER ROD, TYP, ALL SIDES ~" SEALANT OVER BACKER ROD, TYP, ALL SIDES I . . EXI \/ LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY EXT. INT, INT. EXT. -'v' NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY EXT. INT. ~ NOTE: NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY HEAD @ FIXED WINDOW HEAD @ FIXED WINDOW HEAD @ FIXED WINDOW @ /.-'/~--------- ( 6) '----'/ NOT USED HEAD DETAIL @ OPERe WINDOW /------ ......, ( 9 \: \ / "',---------' C!~ INT. \12) "''''--- ' 3"=1'-0" 3" = l' - 0" 3"=1'-0" 3"=1'-0" EXl EXl STUCCO SYSTEM 8" CMU WALL INT. EXT. INT. EXT. ALUMINUM WINDOW ASSEMBLY INT. FULL BACK BEAD OF SEALANT PREFINISHED ALUMINUM SILL FLASHING ;- CONTINUOUS / SEALANT I /~~ FULL BACK BEAD ~/. OF SEALANT / PREFINISHED ALUMINUM / SILL FLASHING CONT. SEALANT FULL BACK BEAD OF SEALANT PREFINISHED ALUMINUM SILL FLASHING r- CONT. SEALANT i i \g t --- - STUCCO FINISH OVER REINFORCING <.0 MESH SLOPE 8" CMU LINTEL - REFER TO STRUCTURAL DRAWINGS FOR LINTEL REINFORCING ;;. '"", STUCCO FINISH OVER REINFORCING MESH 2 lIt\ ' RIGID FOAM BOARD . ,.' 'J" ,.,.~'~. J ' . \ . /- LAP MESH '^'., , STUCCO SYSTEM OVER 8" CMU STUCCO FINISH OVER REINFORCING MESH ''',,---- RIGID FOAM BOARD RIGID FOAM BOARD :Er.1 ,/~. ,~~ I I ,>-<. >--<) >-< ~~ LAP MESH STUCCO SYSTEM OVER 8" CMU EXl SLOPE '~...... '.~ 'J' BEAD I' ~" SEALANT OVER BACKER ROD, TYP, iv' ALL SIDEeXT, LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY ';. I ~lSTUCCO SYSTEM //~ OVER 8" CMU ~- EXT. INT. lNT, / NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 )f PAST TRIM EDGES EACH WAY NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY SILL @ FIXED WINDOW lNT, SILL @ FIXED WINDOW o (5') NOTE: 3"=1'-0" :5"=1'-0" HEAD @ FIXED WINDOW NOT USED /~-----" (li~) ~,/ (14) SILL DETAIL @ OPER. WINDOW \,------./i 3"=1'-0" ( 8 \) r=I'-O" '~. EXT, /~ 8" CMU WALL // ~ STUCCO SYSTEM /// SEE SPECIFICATIONS /./ INT. EXT, 1\ j' INT, EXT. INT. EXT, ~" SEALANT OVER BACKER ROD- TYP. INT. EXT, INT. /\ 'j J\ j"-- '. /" ........-- 8" CMU WALL / // // STUCCO SYSTEM ,~)I 8" CMU BATT INSULATION 8" CMU- BATT INSULATION STUCCO SYSTEM SEE SPECIFICATIONS ".-~ ,~ ~), .1 .------) ^ ~----.. ~\ LAP MESH :=G/ --.....'-.'". . -----..' BATT INSULATION RIGID FOAM BOARD STUCCO FINISH OVER REINFORCING MESH "\ '\ <J STUCCO SYSTEM SEE SPECIFICATIONS <J ,j <1 ~I l~ 1%" METAL STUD -- @ 16" O,C, Ll ~ <J .j <J _1.:1 .j ,I ,;d ," d I " 'J . .j 8" CMU WALL RIGID FOAM BOARD STUCCO FINISH COAT OVER REINFORCING MESH ,) RIGID FOAM BOARD STUCCO FINISH OVER REINFORCING MESH - DECORATIVE FOAM COLUMN WITH STUCCO FINISH OVER REINFORCING MESH <J <J RIGID FOAM BOARD STUCCO FINISH COAT OVER REINFORCING MESH . "'" '[j'~.' ~\-~I '" -~'\ , / :< 1 / .I ;' -----------L ~ "'" ~ 1/" 12 . '--LAP MESH - 'J' BEAD - ~" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES 1 -F,R" P.T. WOOD BUCK SET IN BED OF SEALANT ~ EXl \/ LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY "....._~" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES F,R" P,T. WOOD BUCK SET IN BED OF ~'. SEALANT , ~T. 'V-~ LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY ',.... ...... ,:~~" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES "\ \.~ W SEALAN OVER BACK R ROD - TYPICAL AL SIDES \ \ \ \ \ ,,_~" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES F,R., P.T. W 00 BUCK SET IN BED OF SEALANT I ~ 'Q o U) .( / - e Q) t:: :> U / en Ol C .~ o o ...,. o ~E Q)a. 8'3 ~N ~@ '0 It) '-8 ~C\I -g...: .- (") ~o Sf~ U).. (") e ~o 8'0 oQ) C\I; /0 a..: a::: INT, INT, EXT. INT. EXl INT. INT. i EXT NOTE: LAP REINFORCING MESH OVER RIGID ~AM TRIM & EXTEND 2 ~~ PAST TRIM EDGES EACH ~A Y NOTE: NOTE: NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY NOTE: LAP REINFORCING MESH OVER RIGID OAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY JAMB @ FIXED WIMDOW JAMB @ FIXED WINDOW JAMB @ FIXED WINDOW CD JAMB @ OPERe WINDOW /--...., I 4 \) \ .I ~/ (3) JAMB DETAIL @ OPER. WINDOW \,~/ ,3"=1' ,.----.... /7\ ( I \ I .. / ~ (1 0) 3"=1'-0" 3"=';'-0" 3JJ=l'-O" 3"=1'-0" -I --l 03540 BPRC Submital: Date Plotted: March 31, 2005 Date Issued: January 10,2005 Revisions: 3 Addendum #3 - March 30, 2005 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A Keyplan CONSTRUCTION DOCUMENTS o """""Q r.;,,,,, -_ t--'u t: 'J j ~.., l~ r 'i \.J i'II'it~ ::;;'iJ 4-:Let;idel) 'F'"' " ,.~ ~ ',.,~~ ~, ~ ri' " ~, )~~::: ~~ ,") " '"~ EXTERIOR DETAILS 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 ,.,.,\\.",,)I~ if:':\\;:~:,', ~1~~ , '\rJ\)' ,~.' , , I~~~ ,~-- -,"""" w'..,'w . , ,(#,' . CC2 ,,') O. ~?J~~ I PROJECT NO. 03540 A-503 ,,' C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES SUT IS NOT LIMITED TO THE OVERALL FORM AS well. AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, I HI XREFS: mB ^-SC ~ ~ .( / - e Q) t:: :> ~ en Ol e .~ o ...,. ~E Q)00 Ol-o OC\l acXj a..@ ~8 ~C\I -gO ~~ ~Q LO (")e 00 ~2 ~o a.. a::: INT, EXT. 1 5/8" MTL, STUDS EXl 8" CMU LINTEL - REFER TO STRUCTURAL DRAWINGS FOR LINTEL REINFORCING INFORMATION /r- STUCCO SYSTEM /r- CMU LINTEL / , <I 4 4 <I .a %" GYP, BD, BA TT INSULATION 4 .d 4 <I d .4 cj <I CONTINUOS SEALANT OVER BACKER ROD, TYPICAL ALL SIDES ALUMINUM WINDOW ASSEMBLY STUCCO FINISH OVER REINFORCING MESH RIGID FOAM BOARD PROVIDE DRIP EDGE CONT. SEALANT OVER BACKER ROD, TYP, ALL SIDES INT. NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 )2" PAST TRIM EDGES EACH WAY (I~ INT, HEAD DETAIL @ OPERe WINDOW 3"=1'--0" EXT. ALUMINUM WINDOW ASSEMBLY STUCCO FINISH OVER REINFORCING MESH RIGID FOAM BOARD r I -------FULL BACK BEAD OF SEALANT PREFINISHED ALUMINUM SILL FLASHING CONTINUOUS SEALANT SEALANT WOOD SILL AND APRON 5/8" GWB 1 5/8" MTL, STUDS BA TT INSULATION- F,R, WOOD BLOCKING / /' \" ~ ~, ~ "--- LAP MESH ~~- STUCCO SYSTEM OVER 8" CMU NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 )2" PAST TRIM EDGES EACH WAY (I~ SILL DETAIL @ OPERe WINDOW 3"=1'-0" INT. EXT, /////~~ 8" CMU WALL ./ /--- STUCCO SYSTEM .///.// SEE SPECIFICATIONS , /~ ~ ><--'V' r------.J X ;25~/ ~ BA TT INSULA nON ~'~ ~ %" GYP, BD. ru~>~ ~ ~ ~- ~ 1%" METAL STUD \: ~ ,/,il @ 16" O,C, ~ --=----.J <I ~ ~> ': '",' )< ~lr< ,'/\X)<> >('x y /'X Y ", <I <I -~--" il <14 1" ~ ----r -----" t.-- RIGID FOAM BOARD STUCCO FINISH OVER REINFORCING r @ @ " '-.~--' J' BEAD ". ~~)2" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES . """ INT. -J ^' EXl NOTE: LAP REINFORCING MESH OVER RIGID ~AM TRIM & EXTEND 2 >2" PAST TRIM EDGES EACH WAY qj)~=~~B DETAIL @ OPER. WINDOW Keyplan INT, EXl DECOR A TIVE FOAM COLUMN WITH STUCCO FINISH OVER REINFORCING MESH 8" CMU LINTEL - REFER TO STRUCTURAL DRAWINGS FOR LINTEL REINFORCING INFORMA TION %" GYP, BD, \ " \ \ '> \. " " \ '\ \ \ , , " , "" , '~\. :'\ '; " \~ .~ (12\ NOT USED\_ \, I ), '-----~/ ,~\, ~, "~ '" ',,,- ~ , ,'"' '-~ , INT, :0 STUCCO SYSTEM 8" CMU WALL ~ X "--' J' BEAD ~ >2" SEALANT OVER .. BACKER ROD, TYP, ~ ALL SIDES F,R, WOOD BLOCKING, SET IN BED OF SEALANT EXl NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 )2" PAST TRIM EDGES EACH WAY 8" CMU LINTEL - REFER TO STRUCTURAL DRAWINGS FOR LINTEL REINFORCING INFORMA TION ---- (1) INT. HEAD @ FIXED WINDOW 3"=1'-0" EXT. ~ STUCCO SYSTEM 8" CMU WALL SLOPE %" GYP, BD, --- '~ '~ ~ " "~ ':, ~'1~~.. INT, )2" SLOPE '''" "-- 'J' BEAD )2" SEALANT OVER BACKER ROD, TYP, ALL SIDE~XT, ,"" ",,",, LAP REINFORCING MESH OVER RIGID FOAM,. TRIM & EXTEND 2 )2" PAST TRIM EDGES EACH WAY "~ " ">'~~"':~.., '~. " ,... :>" .. :" '~,.... ", " <"~C'~ <....., ~x.)< 8" CMU ~ / X "X BATT INSULATION ~\ X \ "x '\ kr~~' L 1%" METAL STUD VA @ 16" O,C. \., ~~ X V ~(A~~?X %" GYP. BD.' . ~ x: 1'< <<.~'//' /,//,-11//<< . )'2"l m II~ 'Y2t .~, ~"\ Q1l .., - t' "", . '---- LAP MESH ", - ' J' BEAD ~)2" SEALAN OVER BACK R ROD - TYPICAL AL SIDES NOTE: (l~D NOT USED (8) INT. EXl INT, v / )2" SEALANT OVER >2' [@.'/;;.. _ ~::~;~:OD- TYP BATT INSULATION -'.. fL n t,' / H/ %" GYP, BD, ", '" ~ T'" _----,;; n :~. cN"<'y)<'/:V /) / r--- 1%" ~ETAL STUD ~\\ ;:'2:5"'/'" ^ ,/ ..... @ 16 O,C, \ ~ ^.// \\ ~~ ~ <I /'.', \ '----- '.\.X ,1 ,~/~ <I .; " "., 1....//1- ';<--:1, ~:)x'X:<I f/"., , ?~ .;,~ 4 ";\/ l<// \.,' // ...., ", IW-;=, @@ STUCCO SYSTEM SEE SPECIFICATIONS - 8" CMU WALL RIGID FOAM BOARD STUCCO FINISH OVER REINFORCING MESH -- LAP MESH 'J' BEAD '-. ......'-. '" ,.~)2" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES INT. L:-- EXT, NOTE: LAP REINFORCING MESH OVER RIGID OAM TRI~- & EXTEND 2 )2" PAST TRIM E~GES EACH WAY INT. NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 )2" PAST TRIM EDGES EACH WAY G:-9f~=~~B @ OPER. WINDOW CD ----.-l I -------~ "', STUCCO '~'~>i,.", SYSTEM 4" '~ ~ ~, --'~' "'- -..~-RIGI~"~ ~//'/. /./;./ BOARD".~ ")~/. I /~ STUCCO FINISH"'~ :(;;;;:%/:/< ~ v OVER REINFORCING ~, MESH 1 %'i STUD @ 16" O:C:-., HEAD @ FIXED~:W1NDOW ":'&, . ,~" , . ':"0.., .,.., '::- EXT. 3"=1'--0" [' x/ -:-.. :'- . co I :..-,.... J EXT. JAMB @ FIXED WINDOW 3"=1'-0" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cfy Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 2003lHESE PLANS AIlE COPYRIGHTB> AND ARE SUBJECT TO COPYRIGHT PROJECTION AS AND 'ARCHITECTURAl WORI(" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMIlER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 lHE PROTECTION INCLUDES BUT IS i'IOT UMlTED TO THE OVERALL FORM AS WELL AS 111E ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, INT. EXT. .~ STUCCO SYSTEM 8" CMU WALL 8" CMU LINTEL - REFER TO STRUCTURAL DRAWINGS FOR LINTEL REINFORCING INFORMATION ---.- , <I " 4 <I .a %" GYP, BD, ~~---- " .d " <I " " " .d <I . ~ /""---- F,R, WOOD BLOCKING, SET IN BED OF SEALANT 'J' BEAD -- 12" SEALANT OVER BACKER ROD, TYP, ALL SIDES INT, EXl NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 )2" PAST TRIM EDGES EACH WAY (f) HEAD @ FIXED WINDOW 3"=1'--U" INT. EXl WOOD SILL AND APRON -- ..------- FULL BACK BEAD OF SEALANT PREFINISHED ALUMINUM SILL FLASHING '" C_~ CONT. SEALANT . Kg- ----- - STUCCO FINISH OVER REINFORCING <.D MESH RIGID FOAM BOARD 1 5/8" MTL. STUDS BA TT INSULATION F,R, WOOD BLOCKING 5/8" GWB ---- INT, ~~7",:::" --- STUCCO SYSTEM OVER 8" CMU EXl NOTE: -./'- LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 )2" PAST TRIM EDGES EACH WAY SILL @ FIXED WINDOW (5) ..- 3"='11~OJl INT. EXT, I^, ---8 ~ / V <)(. ~----. ,/... " 8" CMU~~u'-- ~ X /< BA TT INSULA TION ~ ;25 x:: </ \\ ~x >I , \ ?5]~-X7~.//\ X ~ (\x")< X ~... <I X ~, il <I ~ <I'" .; ~ ~ <ld ~ ", ~ '..,,"""~.. ~~ \r " ~ . ; '. . ;: .. / , ;. ,. .., ,;/> . /~~ .,:,- . .. /.; ..', / ';.' .. . f<'~. <// :~/ :lL.~ %" GYP, BD, - 4 ~ .1 <I il INT. EXT. 1- m_____ STUCCO SYSTEM 8" CMU WALL 8" CMU LINTEL - REFER TO STRUCTURAL DRAWINGS FOR LINTEL REINFORCING INFORMATION ------- , <I -<.i , ,_:\ 'I 1" ;:: --I ~ ---L~ %" GYP, BD, --------- d <,) <1 d .c ,j <I ~ STUCCO FINISH COA T OVER REINFORCING MESH RIGID FOAM BOARD F,R, WOOD BLOCKING, SET IN BED OF SEALAN T " -- LAP MESH INT, ____..____ _,._L_~___~_________, ; ,--~- \--~- )2" SEALANT OVER BACKER ROD, TYP, ALL SIDES EXl \; NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 )2" PAST TRIM EDGES EACH WAY @ HEAD @ FIXED WINDOW 3"=1'-0" INT. EXl .-T------~--------- 6~L~E~~;~TBEAD I -I( 1--' PREFINISHED ALUMINUM i I SILL FLASHING I I SLOPE j--------- CONT. SEALANT f/~~ / \\g":-i --~ I ..-::-[----- STUCCO FINISH ; OVER REINFORCING 2"1 I-----~-l, MESH -("'1---- ~ I '.-- RIGID FOAM BOARD =--__~-_~:~~- LAP MESH ---------------- STUCCO SYSTEM OVER 8" CMU EXl WOOD SILL AND APRON ----- 1 5/8" MTL. STUDS- .. BATT INSULA TION--- .. F,R, WOOD BLOCKING 5/8" GWB INT. NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 )2" PAST TRIM EDGES EACH WAY @ SILL @ FIXED WINDOW 3"=1'-0" INT, EXT, BA TT INSULATION %" GYP, BD, ../'.', ~~~;<.'.' /--'''') ::=:.::) ::=:::..:..) ~/~, .... \. ~~?// r\L~~ " k--.-./ /\'" */"\ " 1....--'-,) .. V--=:'-:::'J ,/ " \ ~) ~//'... ~'--) ~//'-". '~~~> ;-_\\~ ',. " 8" CMU WALL .. . STUCCO SYSTEM SEE SPECIFICATIONS / .,.// ~ ,/'< "" <I .1 . ...~~ ~' - --J ./t __._.~_n ~~~~;OAM 1/' """ 1<; ----- STUCCO FINISH / I. OVER REINFORCING 1< ~ MESH LAP MESH 'J' BEAD 1%" METAL STUD @ 16" O,C, ,\ <I" '1 .l i1 ;1 ~ DECORATIVE FOAM COLUMN WITH STUCCO FINISH OVER REINFORCING MESH <I <I " ~ .. .... / ~X-7 /< .. / "- / ... / " /)(,.'';x( ",,1:10.. :><:.. ~u '. __---' >2'l ~~. \\\ " ',\,-- LAP MESH .i~ \_-' J' BEAD -->2" SEALANT ',. R BACKER ROD - TY~ ALL SIDES INT. 1 EXT, ..n / NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 )2" PAST TRIM EDGES EACH WAY CN=~MB @ FIXED WINDOV'{ ---- --l I I I ~ e6idc..~h '-...... . , . , (.... CI ..~ ,,:.. ~ '\\ ~ )J~~~: ~ ~..l.,.r{j"I'.,."',,...,...,- . ~ ~ '.,.." ,J , ,- (j)p;;~~~'<L~;/ {J;A,~~r,:?~' -~ PROJECT NO. 03540 ,----- L__ INT. NOTE: .,>C :_c:-.:..-=~=~:..".:: ~ . J2~'" Ul..... 2" 1<--'_ -J I I I I I I I F,R, WOOD BUCK i SET IN BED OF I I SEALANT , u_ m__j_______________ /\_l_---u ___ EXT. \/ LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 )2" PAST TRIM EDGES EACH WAY L-. ,.f'~~--'-,-;"';~--ii-. t1~;--!;- I"-~~' ! I, ." I : L, (;,,'-, \ I ' , l) f ("" " -.;~ ,,;;,~ --'" p... "'''', " [/. ~ f f; }' , i I \ ~ I A " ^ ... '-',,", "," i f i !; .:,. "1 ." . "'" ,) "! ! L...; L~11! I i L - -.v- ~; DI~~u"r' ';', , "f Pl II "Ih~,. I:.lL........#AI..A ----12" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES -,,/ B @ FIXED WIMDOW , "- ".""" ., ,...,'....:.. " 1 3"=1'-0" , ,.' . , ; \~:~:;~ .-,: ;;;f ;"',::' - ,.,'-.-~:~ :1~~~a~I:~Ja -~10,-2005--- .. D~t~-Issued~---,;~~ua -1(,2005-- . _____ __~._~_._._______. ~____.H_ ___________..... _._~______. Revisions: _ --- ------,----_.---- -,..,---------, ---------- 103540 ------_._------,-- ----------------- CONSTRU JION DOCUMENTS .,. ,--- _ ------'.,..----- -.----------- \. EXTERI01\ DETAI~?'~'/ __.'" ,.___mm~-------- \, ~:~...~:i \ftI:~ A-50~ , "i'::;.,;. --- -..------...- --,-,- -- -" -- -.-..---- -- ,-,- - - ---, -- ----,--- -,It- 01 ] Ol ~ ~ o It) .( / - e Q) t: :> U / en Ol C .~ 2 Cl ...,. ~E Q) 00 Ollt) 00 ~N ~@ "28 ~C\I -g...: .- (") ~ 0 ~:E It) ." (")e ~o 8'0 oQ) C\lt /0 0.:0::: XREFS: TTlB A_SC EXl STUCCO SYSTEM 'J' BEAD- CORNER BEAD EXT, STUCCO SYSTEM 1, LJ " .., '" .., cJ " '" .1 <1..j .j 2" +- " " .., ~ .., q~ .., '" iJ'" 'J' BEAD~,. " CORNER BEAD EXl .., 2 2" PROVIDE POSITIVE LOPE AWAY FROM DOOR AS SHOWN ON PLANS, CROSS SLOPE TO MEET F H REQUIREMENTS (T ,) N<I: '" " '" .., .., .., .l q I" " " .J.., .J " q NOTE: SEAL THRESHOLD TO JAMBS (TYP) .., " iJ '" .., '" .., '" " q ~ q " d .., 4j <i q d " .. \ .~ ., ~. '" .... , . .. . " .".. " .. -, " ,,~ .. ~.. ".J ..'- . .' . 4 . . ~ .. , " <J -J .1 .., -1 ..,-1 " ~ INT, ~ .j FINISH AS SCHEDULED POURED CONCRETE WALL ~ CONTINUOUS SEALANT OVER BACKER ROD - TYPICAL ALL SIDES .., q ,j d '.1 /q .., N l - SCHEDULED FRAME SCHEDULED DOOR NOTE: GROUT-FILL MTL. FRAME q .J .., -1 <1 d .1 il 4 , .., ..2 .., .j .., " .j .., ,j f; .., . " . <I .. .. " .. . , " ""'.:.. '1 . <\ .~ 4." ~. . .." '" '" .j INT. .J FINISH AS SCHEDULED POURED CONCRETE WALL ~ CONTINUOUS SEALANT OVER BACKER ROD - TYPICAL ALL SIDES "0U ~ '" .J '0 " .., .., , -J <J ...\ .j ~j .J .1 N SCHEDULED FRAME SCHEDULED DOOR NOTE: GROUT-FILL MTL. FRAME '" .j .\ " .j '.' tlf 6" fr .., cJ '" I .j .., " INT, ;- SCHEDULED DOOR AND HARDWARE - PROVIDE 1: 2 SLOPE MIN. EACH SIDE WHEN SLOPE IS OVER X" FROM FINISH FLOOR (TYP,) ~ DOOR THRESHOLD SET IN FULL BED OF SEALANT - SEAL ALL FASTENER HEADS, PRO~DE SEALANT AT BASE BEYOND. CONC, SLAB - REFER TO STRUCTURAL DRAWINGS .j -- FINISH FLOOR AS SCHEDULED (VERIFY HEIGHT WITH HARDWARE FOR SILL TYP.) I Keyplan I INT. 1/8\ ; I I NOTE: SEAL TO ATTACHMENT FRAMING, SEAL ALL FASTENER PENETRATIONS PROVIDE SEALANT RECEPTOR AT ENDS (TYP) /---------......" FLASHING DETAIL @ LOUVER ( 6 ) ..-----~ 3"=1'-0" /.// ~~ __r t 'v EXT. INSECT SCREEN LOUVER FRAME AS SPECIFIED ~- PREFINISHED 1-PlECE BACK AND END DAMS UNDER SILL OR F ABRICA TE WITH SILL FLASHING (WELD JOINTS - PROVIDE GAUGE REQ'D FOR WELDED CONSTRUCTION) F,R, WOOD BLOCKING, SET IN SEALANT ALUMINUM SILL ~ CONTINOUS SEALANT SLOPE ,~ RIGID FOAM TRIM - STUCCO FINISH OVER REINFORCING MESH %" STUCCO SYSTEM 8" CMU WALL SILL @ LOUVER INT. 3" = l' - 0" I'. ~k /'l\/' x / / , I ' I I FINISH AS SCHEDULED PREFINISHED METAL INTERIOR TRIM /r~"~' .' ,<1 .j <).J .., .., I .j iJ '" .., .j .J .., .., CONTINUOUS F,R, -....'-.... WOOD BLOCKING SET IN SEALANT , 4 LOUVER ASSEMBLY (SET IN SEALANT BED) INSECT SCREEN INT. It 1- EXT. INT. . ( 7) "~/ JAMB @ LOUVER EXT. INT. RIGID FOAM TRIM ~ STUCCO FINISH OVER REINFORCING MESH 3"=~'-0" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Sea grove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PIlOTECTlON AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL fORM AS WELL AS THE ARRANGEMENT AND COMPOsrnON OF SPACES AND ELEMENTS OF THE DESIGN, INT. FINISH AS SCHEDULED \> L L PRE-FINISHED METAL INTERIOR TRIM \> '\'^', L. L '7'-", '(.;\ II \/ ~~-'~, HEAD @ LOUVER (6 EXT. /- 8" CMU WALL STUCCO SYSTEM - CONCRETE LINTEL - REFER TO STRUCTURAL DRAWINGS --- CLIP ANGLE AND FASTENERS - F,R, BLOCKING SET IN SEALANT --- CONTINUOUS SEALANT OVER BACKER ROD - TYPICAL ALL SIDES --- LOUVER ASSEMBLY (SET IN SEALANT BED) " INSECT SCREEN 3"=1'-0" ~~/ INT, / =-n , //1/" EXT. INSECT SCREEN ---- LOUVER FRAME AS SPECIFIED PREFINISHED 1-PIECE BACK AND END DAMS UNDER SILL OR F ABRICA TE WITH SILL FLASHING (WELD JOINTS - PROVIDE GAUGE REQ'D FOR WELDED CONSTRUCTION) F.R. WOOD BLOCKING SET IN SEALANT ~- ALUMINUM SILL " ~.=- -~~ tj '. __Ii>> l ^ . , I '------- ~. V , --------------", SILL @ LOUVER ( 5 : \ / 3"=;)~Olt '~/- -i'[ , / )\ FINISH AS SCHEDULED~x'.( / 'I I, V ~I ,j PREFINISHED METAL INTERIOR TRIM .1 ~ .., ~ .j " CONTINUOUS F,R,~ WOOD BLOCKING SET IN SEALANT ...... -==~-.::.== LOUVER ASSEMBLY (SET IN SEALANT BED) - / INSECT SCREEN Ll 'v \ EXT. .....-----.. JAMB @ LOUVER 4'; ! -- CONTINOUS SEALANT ------- CASING BEAD - %" STUCCO SYSTEM 8" CMU WALL EXT, 3"=1'-0" '------------~/ " ~L~$i.~eQt::'~ ~<' '~ ,.~ , ~ ..,. C~)l4>~~-- ,'.. (f,i;;:J.') .w"7~:'l.€UL,~<.&'F'6tf iL'~?'frrd!JrJa?6 " PROJECT NO. 03540 lNT. v'--- f ~I , ,I EXl -+-- STUCCO SYSTEM I 8" CMU WALL I 3 '-- RIGID FOAM BOARD STUCCO FINISH OVER REINFORCING MESH 8" CMU LINTEL - REFER TO STRUCTURAL DRAWINGS FOR LINTEL REINFORCING INFORM A TlON , .., .j .j '" .j .j .., .j e" d " .-J RADIUSED, FIXED ALUMINUM WINDOW SYSTEM INT. _ 'J' BEAD ~" SEALANT OVER J ,BACKER ROD, TYP, .. . 1.... .. _1 I ALL SIDES \/ LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY EXl NOTE: HEAD @ FIXED WINDOW ( 3 ). ~---~--..-- ELEVA lOR INT. EXT, , , / -- '. , V FULL BACK BEAD OF SEALANT PREFINISHED ALUMINUM SILL FLASHING CONT. SEALANT SLOPE INT. . >-< }<)-<. '1 ;;-;, / C '.;>-<. " >-<:~' ,. ( >-<: ,C::. /<1 ~><,:..,),)~. .. .1 r>-<J /". />-<><1; \ , >-<" " (>-< ' ,>-< .)-<, , 1< , I I .. f 1, '-- RIGID FOAM BOARD '~STUCCO FINISH OVER REINFORCING MESH STUCCO SYSTEM OVER 8" CMU EXl NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY 2~ SILL @ FIXED WINDOW I ,.. ELEV Jl TOR INT. I .L V EXT, /~ 8" CMU WALL ,/ // ~ STUCCO SYSTEM ,// SEE SPECIFICATIONS '---- ...----- '. ) '- '~') "- =-::'=J L _ -~' ~ SEALANT, / TYPICAL AT FOAM PERIMETER .., 1%" METAL STUD @ 16" O.C, ['=-;8:2' . ~-----;), ,',..'/ .j . ! / J "-------~/ <J /-------~- ' .-----------1 ' ~ , 'c'=::-i" ,\ Ej' . ,------, . .' ",-"-'- ) " - - --~ ~ .~: --) , ,y--- - , ' , ~L_ . , , --~- ---J " 'x. ~ " ,,4 /. " " RIGID FOAM I TRIM ',,---+ STUCCO FINISH lOVER REINFORCING MESH .".<' ~ LAP MESH . 'J BEAD , ~-~" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES RADIUSED, FIXED ALUMINUM WINDOW SYSTEM -- INT. NOTE: _ --.J I^' L I ~XT, 'v LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY /---... ( 1 \ JAMB @ FIXED WINDOW f-- I," l' i)l) ELEV A. iOR "'-----~ 03540 Date Plotted: March 31, 2005 Date Issued: January 10, 2005 Revisions: & Addendum #3 - March 30, 2005 EXTERIOR DETAILS CONSTRUCTION DOCUMENTS A' ~"Ir.c-... V" _.~" ,....;, """":J. ' ' ,,'" ,.'., '... ~' ,~' , c...~ # ~ l", J . -... ,~) A-504 l_~__ . ~ "Q o It) .( / - e :g :> U / en Ol e .~ ~ Q ...,. 8 /Q) E 00 Olo-, ~~ en CO ~@ "28 ~C\I -go ~~ ~Q It) .. C")e ~o ~~ /0 a.: a::: XREFS: mB ^-sc EXl STUCCO SYSTEM 'J' BEAD- CORNER BEAD EXT, STUCCO SYSTEM 'J' BEAD ~ CORNER BEAD EXl <I s ,j ~ <I cl ,j <I <I d <I ~ d <I LI <I ,j d <I d d <I <I Ll <1 Ll L.1 <I 4j <I d <I d " ...4 SLOPE . " , '. .. . . .. ..4 .. }2" <. .." " . . . "i. ".!l.< -1 " '.. .. 2" .... .. , .... .: , . , ~ <I ~ d <J ,j <I d ,j " <I d <I <I,j d <I 11 4 d " , <I <I " <I " " ,j<J LI d " ~ <J . . . , .. .- . , .. 1'. " .. 1'1; . 4. .' <1 ~ <l .. 2" PROVIDE POSITIVE LOPE AWAY FROM DOOR AS SHOWN ON PLANS. CROSS SLOPE TO MEET F H REQUIREMENTS (T ,) 1Xs" MIN '", <( <I " cl " <I cl " <I <J <I Ll <I " d <I " <I .j ., 4 " <J d <I cl <I d " 4 <J .j <J d d " <I <I d LI Ll " .j<l <I -L/ . r ',j w. .. .' . NOTE: GROUT-FILL MTL FRAME <I Ll " <J <JL1 " .j <I 4 " " <J <I <I <I " d<J /.j <J 4/ " -i;> /// <J / .j <I d d " .j <I .1 .. , " NOTE: GROUT-FILL MTL, FRAME II I / <J ,j <I .j " <I d <J NOTE: SEAL THRESHOLD TO JAMBS (TYP) ~--:~ INT, FINISH AS SCHEDULED POURED CONCRETE WALL CON~NUOUS SEALANT OVER BACKER ROD - TYPICAL ALL SIDES \~ '" ;~ '\,,~ '" 'J.; " f:~ . :v \, SCHEDULED FRAME SCHEDULED DOOR "':,' \\ "'\ "\\ \\ '.\ "'~ ''\ INT. FINISH AS SCHEDULED POURED CONCRETE WALL CON~NUOUS SEALANT OVER BACKER ROD - TYPICAL ALL SIDES '" SCHEDULED FRAME SCHEDULED DOOR INT, -~-- SCHEDULED DOOR AND HARDWARE /~-~ PROVIDE 1: 2 SLOPE MIN. EACH / SIDE WHEN SLOPE IS OVER }4" FROM FINISH FLOOR (TYP.) r-- DOOR THRESHOLD SET IN FULL BED OF SEALANT - SEAL ALL FASTENER HEADS, PROVIDE SEALANT AT BASE BEYOND. ~ CONC, SLAB - REFER TO STRUCTURAL DRAWINGS -FINISH FLOOR AS SCHEDULED (VERIFY HEIGHT WITH HARDWARE FOR SILL TYP.) Keyplan .." '" ." ~, "~, '~, -;).., .,~ ";',,"~~ ";." "''-~'';-',,- "- ~ ':~,~,.. '~" >'~ :, ';'<'::, " " I,,!. ~ '.:" ......!- >~>._. INT. , ',,~ , ,:t.-", , " ';.:-~",~ .."....." " PROVIDE SEALANT RECEPTOR AT ENDS (TYP) NOTE: SEAL TO ATTACHMENT FRAMING, SEAL ALL FASTENER PENETRA~ONS INT. " ' I> " FINISH AS SCHEDULED PRE-FINISHED METAL INTERIOR TRIM-----~ C!!) FLASHING DETAIL @ LOUVER C0-m3~~AD @ LOUVER 3"=1'-0" '. ~,I,~. ,.~;" . ;"- (}3) ~~.~~ @ LOU\{E~" INT. FINISH AS SCHEDULED-- PREFINISHED METAL INTERIOR TRIM CONTINUOUS F,R, ~~ WOOD BLOCKING SET IN SEALANT LOUVER ASSEMBLY (SET IN SEALANT BED) ~ INSECT SCREEN _m --1 INT. Ci) JAMB @ LOUVER EXT, INT, INSECT SCREEN LOUVER FRAME AS SPECIFIED PREFINISHED 1-PIECE BACK AND END DAMS UNDER SILL OR F ABRICA TE WITH SILL FLASHING (WELD JOINTS - PROVIDE GAUGE REQ'D FOR WELDED CONSTRUCTION) F,R, WOOD BLOCKING, SET IN SEALANT ALUMINUM SILL CONTINOUS SEALANT ,,, "~ / "',- // ~ %" STUCCO SYSTEM 8" CMU WALL ~ 0)-~~~~ @ LOUVER INT. FINISH AS SCHEDULED ...... / Xl<, ....... // /'.:'\'" ,-~,~ / " , ...... <J / <I // .j ...... " .... " ., / 4/ /~....V )\" >X", / / ~ ~'h.. , :"", PREFINISHED METAL INTERIOR TRIM --- ------... cl LI '. '~':--...~ -..;>...~ , . """., . . "tooXINUOUS F,R,- WOODllLOCKING SET IN StAt'At\1 '"<~''''' '..,...., ~ - ---- LOUVER ASSEMBLY / (SET IN SEALANT BED) --/ INSECT SCREEN I -",',1\., -;;'""" "'<~'>." ''';'~>'"'''' . r~'Q~~....., -'*.* EXl INT. ~~~~B @ LOUVER 3"=1'-0" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 M1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 2OO3IHESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORF:' UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND ICNOWN AS ARCHrrECTURAl WORKS COPY~GHT PROTECTiON ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERAll FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, i-- I i i,.1--e$ ide .t)(" ~ \~; .\ ~~ -t;,. ,'f,t tl . f-o ~~..., ~ 1 ' J ~f' ('~"i-)~/'/'--- · '~<: <<}/)-) I____~_:~~., ;/~h"".,;,,.,,/ ~: ~:;;/r.L...k;r:~r:" I I PROJECT NO. 03540 EXT. 8" CMU WALL STUCCO SYSTEM CONCRETE LINTEL - REFER TO STRUCTURAL DRAWINGS CLIP ANGLE AND FASTENERS F,R, BLOCKING SET IN SEALANT ,----- CONTINUOUS SEALANT OVER BACKER ROD - TYPICAL ALL SIDES LOUVER ASSEMBLY (SET IN SEALANT BED) ---- INSECT SCREEN EXT, ------ INSECT SCREEN -------- LOUVER FRAME AS SPECIFIED ------- PREFINISHED l-PIECE BACK AND END DAMS UNDER SlL OR FABRICATE WITH SILL FLASHING (WELD JOINTS - PROVIDE GAUGE REQ'D FOR WELDED CONSTRUCTION) . ---- F,R, WOOD BLOCKING SET IN SEALANT ------.-~ ALUMINUM SILL CONTINOUS SEALANT CASING BEAD m_~ %" STUCCO SYSTEM - -- 8" CMU WALL EXT, rn ~"~-W1 '...J ", .iAN J 1 \,QQ6 8" CMU LINTEL - REFER TO STRUCTURAL DRAWINGS FOR LINTEL REINFORCING INFORMA TION %" GYP, BD,-~----- '.1 \ \ 'o. ,\ \ RADIUSED, FIXED I , \ ALUMINUM WINDOW \, \ I SYSTEM ~--------- [------ - -~- I \ --tJ' BEAD ',~- 12" SEALANT OVER I BACKER ROD, TYP. ALL SIDES INT. / ---- _ ___ _ __ _ _\ ,- ~__ _____ nL ______ ,~ ________ \j NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 12" PAST TRIM EDGES EACH WAY INT. EXl --=+=~- STUCCO SYSTEM --i.-- 8" CMU WALL I d ~ .J ~ ,1 <J " .j <j e,j -- RIGID FOAM BOARD -~-------- -- STUCCO FINISH OVER REINFORCING MESH EXl C~~' HEAD@FIXEDWINDOW 3, ~-.___.___.'__'m__________..______m_______'_'_mm_______. '" -."'- .. - - -------,--.-- ,/ ,1" I' 0" ELEViHOR INT, EXl. FIXED ALUMINUM WlNDOW~-------- SEALANT ---- 2" FULL BACK BEAD OF SEALANT PREFINISHED ALUMINUM SILL FLASHING -~ CONT. SEALANT WOOD SILL AND APRON 1 5/8" MTL, STUDS j / BATT INSULA TION--- F,R, WOOD BLOCKING 5/8" GWB INT. ~ RIGID FOAM BOARD ',- STUCCO FINISH OVER REINFORCING MESH --- STUCCO SYSTEM OVER 8" CMU EXl. NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 12" PAST TRIM EDGES EACH WAY 0__\ SILL@FIXEDWINDOW 2. )-,--.---. .n_____~_____ -- - ,,-. _'~______________n__ . .--.----- ---- j/r=I' ri" ELEVATOR INT. BA TT INSULATION %" GYP. BD. 1%" METAL STUD @ 16" O,C, ~ n~tf : ....-.." l,/! l EXT, , "'..~ t'~~; '{:~~):)~'t,> ~.", ";';f- '. <.~;.t~,.".t, ~'~'.' ""', !, RADIUSED, FIXED ALUMINUM WINDOW SYSTEM ---~---, EXl 8" CMU WALL STUCCO SYSTEM SEE SPECIFICATIONS SEALANT, TYPICAL AT FOAM PERIMETER I /\1 ~n_ RIGID FOAM TRIM STUCCO FINISH OVER REINFORCING MESH LAP MESH 'J' BEAD ',----~--12" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES l EXl _._"-~-- -.-------- \ / LAP REINFORCING MESH OVER RIGID FOVAM TRIM & EXTEND 2 12" PAST TRIM EDGES EACH WAY INT. .~ ""~"~:"l..>~;, ...." '", NOTE: .(".':~~-' JAMB@FIXEDWINDOW 1 J, ~U_ ------ nu___ ~/ "-!'-D' ElEVA. TOF< '" ~ -----1 I I I I i I I I I I -______1 1 BPRC Submital: Date Plotted: january 10, 2005 ~__._________ _.__....__. _m._____~____._....__.~.~ _.___,n..___ Date Issued: january 10, 2005 Revisions: \ \ \ ALUMINUM RAILING BACKER ROD AND SEALANT TO MATCH TILE - TYPE , WATERPROOFING MEMBRANE FINISH FLOOR AS SCHEDULED LAP WATERPROOFING MEMBRANE OVER AND UNDER METAL FLASHING 8" CMU XREFS: mB SLOPE D //;/; / / ~ /~ / " / /' ,// //./ , ./ SLOPE 1/8" PER FT ~ )f SEALANT OVER BACKER ROD <1 4 " <1 <1 " ^v----- . - ^v.-----~-T CONCRETE SLAB STUCCO SYSTEM SEE SPECIFICATIONS CONTROL JOINT ~~ MTL, STUD FRAMING, SEE STRUCTURAL DWGS. STUCCO FINISH OVER REINFORCING MESH STUCCO SYSTEM SEE SPECIFICATIONS - FLASHING " <1 " <1 " " ,j /1 4 <1 <1 <1 " 4, <] <1 " <1.1 " <1 <I <I .-- CASING BEAD LJ ~' <1 " " <1 " ~..6. :~< 4 SEALANT PRE -FINISHED ALUM, EDGE FLASHING SET IN SILICONE SEALANT /---- CONTINUOUS SEALANT OVER BACKER ROD " <1 4 " <1'Z! '.. :. <1 .... :..L: , " <1" " <1 .<J ',..-:.. :'-q..- :' 4<1 " <I .... "." ....... L\ <l 4 <J 4 " 4 " <1 " /1 I <1 i I I <I , I I I ,J, I " ,-j,- " .1 ,,1\ oJ ./ I' , --~----_.--,.-----~-------.-c-~~~ \ ..1 " " .\ 4<1 <I 8" <1 ~" CONT. SILICONE SEALANT AND BACKER ROD CASING BEAD - STUCCO SYSTEM " Ll </.1 ,1 LJ <) " " 4 <J <I" " <1 " " n--- <I" <1 ,1 LJ <I <I 4" <I 'I <I ,,4 <1" 'J L-J" <1 4 11l " 4 ~\ " <1 " <] " <1 <I I ~ i1 " t ALUMINUM ~,TYP, MTL, FRAMING, SEE STRUCTURAL DRAWINGS 4 <I <J L1 -1 <I ,1 <1 " 4 ,"] <l1 " "1,j ____A______~__~_ ~- CORNER BEAD / / - EXTERIOR SHEATHING MTL STUD FRAMING SEE STRUCTURAL DRIP EDGE Co ALIGN SOFFIT WITH FINISH FACE OF COLUMN BEYOND, TYP. BOTH SIDES / ALIGN SOFFIT WITH FIN.ISH FACE O~ COLUMN BEYOND, TYP, BOTH SIDES EXTERIOR GYP. BD, SHEA THING DRIP RIGID FOAM BOARD LAP MESH (]) ~~~E OF SLAB DETAIL AT PIER /\ -----_...-------- /' \ / . 'j :3 " LI L'l <J f', <I <I <J G G ---- 8" LINTEL REFER TO STRUCTURAL DRA WINGS \\ \ \ @ BALCONY EDGE DETAIL 3" = 1'-0" EXl INT. TURN BASE WATERPROOFING MEMBRANE UP WALL 6" MIN, FROM SLAB OR CRICKET ---~.------ STUCCO ------.---- CMU ----~---- - ',----"- // /~; //:- />,</// / / / ALUMINUM RAILING HIGH STRENGTH EPOXY GROUT, TYP, BACKER ROD AND SEALANT TO MATCH TILE TYPE , WATERPROOFING MEMBRANE FINISH FLOOR AS SCHEDULED LAP WATERPROOFING MEMBRANE OVER AND UNDER METAL FLASHING SEALANT o SLAB EDGE DETAIL AT GARAGE 3" = "-0" ~ ALUMINUM RAILING, TYPICAL ~.! '0- RIGID FOAM BOARD LAP MESH ,r---- CONCRETE COLUMN LI <1 Li i1 '---'-~''--------'----------- J <J , <J 4 STUCCO FINISH OVER REINFORCING MESH -- 8" CMU WALL 'J' BEAD ----.- CMU MORTAR tSEALANT OVER BACKER ROD-'\ \ \ WA TERPROOFING \ MEMBRANE - TYPE 1 ---, \ \ , \ . " " .1 <I Ll L1 <I " <I ~ ," 'N <J 4 <I ,j " Ll <J <.\ " " SLOPE 'J <I <I J " <I .;;, ,J .J <1 '/ ,/; /; / // " <I <I "d <J " <J PRE -FINISHED ALUM, EDGE FLASHING SET IN SILICONE SEALANT " " " ., <J 4 ;.... .J- ;;~ .... .; <I <J <1 d <J " \> " <J " .j <J " " .::1 <, '<1 '1 " .J " " " .\ '" 4 " '1 4 .j " " G t. " --- %" STUCCO SYSTEM AS SPECIFIED SLOPE -2--- " '1 ...'...... Ll<l " " L1 '1 " '1 \> " ,1 " <I --- ~" CONT. SILICONE SEALANT AND BACKER ROD CASING BEAD STUCCO SYSTEM <I ... 4 "> <1 L1<1 LI 8" tJ <1 " ..1 <1 4 '1 " \> ~\ L. " <:. ^ 11 4 . oJ 4 <1 " <1 " <I <J,j , .J <J ..\ >4 .1 <I " " '1 " 'J Ll '1 " '1 DRIP EDGE - SOFFIT ABOVE TO ALIGN WITH FINISH FACE OF COLUMN, TYP, BOTH SIDES L3" CORNER BEAD, TYP, " ^ <i " , /~--- .cONCRETE SLAB-- >r ~7 // <J .1 ./ ' ~\ 4 '1 ~ ~ .oJ ~1 <1 0" tJ CONC, SLAB - REFER TO STRUCTURAL DRAWINGS tJ q <4 .J ,1 SLOPC_ --- BALCONY EDGE DETAIL ,F'-- PROVIDE WEEPS @ @ J:.:~"B DETAIL AT COLUMN AT GARAGE @) ~.~~o~ DETAIL @ CMU LINTEL .~ //~ / ~ ./ / .~ / // / / / ./ // ,/ STUCCO SYSTEM SEE SPECIFICATIONS 8" CMU CASING BEAD CONTINUOUS SEALANT OVER BACKER ROD @ ~~~EERPROOFING DETAIL /\ ----_/ .\\ ~_._-_.. ----_._-~---_. '1 ~ 6 '1 4 '-" ---~--- 8" '1 4 '1 d "'1 " M '1 d '1 ~ JAN . 1 2Q05 ~ ----- ------ - TURN BASE WATERPROOFING MEMBRANE UP WALL 6" MIN, FROM SLAB OR CRICKET ---------- - STUCCO CMU 3" = "-0" " .r---- BACKER ROD AND SEALANT TO MATCH TILE / // r-~ TYPE 1 WATER PROOFING, // ,/ TURN UP AT POSTS //// FINISH FLOOR AS // / SCHEDULED //' // -- LAP WATERPROOFING / MEMBRANE UNDER AND . / OVER METAL FLASHING /- SEALANT :Z ~ 'J' BEAD CMU MORTAR 4 . 4 , , 4 '" " 4 ' "' . <0 . 4 1_ SLOPE~___ ,< 4~ /4 '/; /://> , . If , . , 4 <1" Ll Ll <I" " 4,4 Ll '1 " L1 Ll '1 Ll 4 '1 Ll " PRE-FINISHED ALUM. EDGE FLASHING SET IN SILICONE SEALANT ~" CONT. SILICONE SEALANT AND BACKER ROD CASING BEAD . - STUCCO SYSTEM <I Ll .j <1 " il '1 ~ '1 " ' '---- ,j <I .;J " " '1 Ll d '1 4 4 "J '1 d '1 r-- / tSEALANT OVER BACKER ROD- MIN, CONT, '1 " <I 4 " .j '1 .j '1 '1 d L1 '1 " '1 .j .j 4'1 " ., . .J 4 / d '1 Ll Ll " <I '1 .j d '1 Ll Ll '1 " Ll <I Ll '1 " d '1 " Ll '1 '1 <J " '1 Ll " '1 Ll " Ll _~J .j ,1 " '1 '1 <I 4j 4 .j " '1 1/2" MIN, FROM SLAB OR CRICKET .J''v'-~- 4.j '1 '1 -:h 4 6 '" d fl d q Ll .1 '1 ~ q SLOPE I - -) --- ---- --- '1 '1 d \:---~- " '1d ~ I <7 <I " d '1 " Ll <I " d <I " Ll EXTERIOR GYP, BD, SHEA THING ,r- MTL STUD FRAMING SEE STRUCTURAL --- DRIP EDGE ~ 1-;1> <I ZI " '1 '1 .j '1 IS t, '1 Ll 4 ~ h " \~ L ! ...; ~ < / - e :g :> U / en Ol e .~ e o ...,. 8 /E Q) 0 Ollt) - 0 C\I en .. enCX) ~@ Eg ~C\I '0- e- ~~ ~Q It) .. (")e ~o g-g C\I:: /0 a..: a::: CONCRETE RAILING, TYPICAL ~ CONCRETE SLAB I. ~~ , " G ,'". '\, [. ~CONCRETE SCAB--.-'----/t to. v 'C> b v b \;.> [\ [, b L" BALCONY EDGE DETAlt"!2J 8) BOTTOM OF WALL AT GARAGE G) ~LL~~EERPROOFING DETAIL 3" = 1'-0" 3" = "-0" Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ",:', '~":. -; ". ",,' ',.~. ,.~ 'i'/ -',., ~':;.',_" \...~. ''l"~f,,r y- , ----1 I I I I I I I I I , I I I I BPRC Submital: 03540 "\."1...etiidel1('> ~ ,J"..t., ~1\ P .1l..,.~,...~..-:.. ? c'I~I' I __ I ('~h;:~4;:~~;:,~;/ (fn~~Sr,;?r' I ---- ' . 1 PROJECT NO. 03540 _I . ';,', ,""-',',', >,t.,,_",_ i ,-,.of , -",.)> ;:~,:~> ' .'/" , ."-..i, :'. .f,",' '~\ .. c.; '\"~~. .J ';:~~I' Date Plotted: january 11, 2005 _..__._-~----_.._.....-------_.--._------ --. .-. ---..------- Date Issued: january 10. 2005 CONSTRUCTION DOCUMENTS Revisions: EXTERIOR DETAILS -,---------------_._-~'-~ 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 I _ A-50S C 2llO3 tHESE PLANS ARE COI'YRIGHTB> AND ARE SUBJECT TO COPYRlGtfT PROTECTION AS AND "ARCHITECTURAL WORIl" UNDER SECTION 1 02 OF THE COPYRIGtfT ACT. , 7USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTEC1\ON INCLUDES BUT IS ~T UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, XREFS: lTlB Ol ~ '0 ...t o Lt) ..{ / - e Q) t: :> U / en Ol e .~ 2 o ...,. o o /E (1)00 ~~ en ,. enC'l ~@ "0 It) ~~ '0 . e"'" ~~ ~.2 Lt) .. (")e ~o 8'0 oQ) C\I~ /0 a..: a:: I Keyplan I L @ NOT USED 3" = 1'-0" WA TERPROOFING MEMBRANE TYPE 1 STUCCO SYSTEM-- BACKER ROD AND SEALANT /t- STUCCO STOP SEALANT SLOPE, REFER TO SLAB PENETRA liON PLANS FOR SLIP Al 2ND FLOOR BALCONY UNIT 0 & E EPDM, UNCURED 60 MIL., UNDER MUD SET TILE AND STUCCO SYSTEM '/:,// <J <J 1'-0" <J <7 >j ..>~1 'X" Ll ~ Ll Ll <J <l <J WA TERPROOFING MEMBRANE TYPE 1 Ll <J <J <J Ll <J LlLl Ll " u <J' LI <J .d <J Ll Ll <J ,/J / Ll Ll <J Ll Ll<J <J (j) EXTERIOR DETAIL EDGE OF SLAB @ PLANTER 3" = 1'-0" @ 2ND FLOOR DECK SLOPE ~AILlNG AS SPECIFIED, 1" P MIN. EMBED IN TOP OF SCREEN ER 1'-0" WALL, SEE DETAIL 11/A-505, SIM, ~ CORNER BEAD (TYP,) ----------- SLOPE CONC, @ CANT STUCCO SYSTEM SEE SPECIFICATIONS ~ 4" OR 8" CONC. BLOCK (REFER TO WALL TYPE FOR WALL THICKNESS) - SEE STRUCTURAL FOR REINFORCING ({) EXTERIOR DETAIL RAIL @ SCREEN WALL 3" = 1'-0" @ 2ND FLOOR DECK BACKER ROD AND SEALANT TYP, - STUCCO SYSTEM 1/ / >/ /"/ //' "/ / ."/ / </ //:,"",/ /<'",,/, ~ ~,//< ", / " ,../, '" ''.<', ',,-- ~/" '" "-",'., ", .' , ~// ~ ", / ~ ~ .. / ~ /', " , / / >/ / >X//// />/ / , " / ,,/ . ,,/ ,,/" " "',,'" "~ "', /~. ""-, ",-', """,,> " " , /" , /" " . "- " ," //://",'//"-//' ""//'/ / /////. " ," "/ /~. '" / , "-,,/ '~.~,,/~, ", '", /~ "'" "''''< .. " . , <J Ll <J LlLl Ll I <J ,:} <J LI Ll c'1 .j <J .J .J Ll .J @ PLANTER DETAIL ~~ SOIL MATERIAL - REFER TO LANDSCAPE DRAWINGS / - DRAIN INLET AS SPECIFIED - 2" LAYER OF %" PEA GRA VEL CONC, TOPPING - SLOPPED TO DRAIN 3" = 1'-0" 2ND FLOOR DECK SLOPE ----------------- _2LQr:~__ /'/ /' /" / ~ oj .,.~ ~ '" '., .. ~ ..,1 /' ~+--. 4 ~ '. ~ 4 o ~ 0 I .~"-l ~ \~/ ~ ~ o o '/ // ,. - STUCCO SYSTEM - CASING BEAD - CONT, WATERPROOFING MEMBRANE, TYPE 3 AS SPECIFIED /- OVERFLOW DRAIN - REFER TO LANDSCAPE DRAWINGS FOR LOCATION - 8" eMU WALL - SOIL M A TERI AL - REFER TO LANDSCAPE DRAWINGS EXTERIOR DETAIL PLANTER DETAIL @ OVERFLOW DRAIN 8) @ 2ND FLOOR DECK 3" = 1'-0" 0) NOT USED 3" = 1'-0" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A r ", '!~<:) 1;--:- ,_~;~;:.\\:~;~:'i~":.""~.,":" .j.' "",'" ",\,jtj" ". t~vl/~:j;;;"\" ., ~"~{!b~" . ,,,"'l; .', , ,~c " . ......" Y'~'!lR'O~\': d"l<5 ~ :'0 ~~' \'. \~,', ,,' .,,,,"', \\" "\ ~'D ',W./ "i ',\ , ,'!" ,:; 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 .d...~t;idel1. II"'~ ," '.'.',', C>~~ -:t/. , ,~-, t ~ l I EXTERIOR GYP, BO, SHEATHING OVER MTL. STUDS, SEE STRUCTURAL DWGS, STUCCO SYSTEM ~ CASING BEAD ./ ~ 1 -= WATERPROOFING MEMBRANE L\ TYPE 3 <J STRUCTURAL SLAB - REFER I TO STRUCTURAL DRAWINGS ~j I I , ~ '~ 1 /2" BACKER ROD AND SEALANT, TYP, BOTH SIDES 0) I II /. \; EXTERIOR DETAIL OVERFLOW DRAIN @ MTL. STUDS OVERFLOW DRAIN DOWN SPOUT NOZZLE, ZURN #Z' IN PLAIN BRONZE FINISH; PROVIDE BIRD SCREEN TYPICAL 3" = 1'-0" J ~' v <] c] j ~\ .,j /1 U <J </ ,~..-- SLOPE ~" PER 1'-0" <J <7 EXTERIOR GYP, SHEA THIN' - CONCRETE COLUMN, SEE STRUCTURAL DRAWIN STUCCO SYSTEM CASING BEAD OVERFLOW DRAIN DOWN SPOUT NOZZLE, ZURN #Z' IN PLAIN BRONZE FINISH; PROVIDE BIRD SCREEN TYPICAL <:;7 1/2" BACKER ROD AND SEALANT, TYP. BOTH SIDES .J .J .::.\ II I ...J <J -~----~/ @ EXTERIOR DETAIL OVERFLOW DRAIN @ CONCRETE 3" = 1'-0" -- I /~-l u \; ~- I I I I ~ co II c;- // ,/ L / -- I hID.. 1------- . == ~.. c---- I----- - - ~- I~II\; - BACK CLOSURE PLATE ~ <( SLOPE )a" PER 1'-0" cs . .. -- CD ~---- ===-:. . ~. I 1 1 r--;,jf \ J'~ ~,~ , \'--1/2" BACK I - 1\ I SEALANT, \/ CD EXTERIOR DETAIL DECORATIVE LEADER EXTERIOR GYP, BD, SHEATHING OVER MTL. STUDS, SEE STRUCTURAL DWGS. STUCCO SYSTEM CASING BEAD OVERFLOW DRAIN DOWN SPOUT NOZZLE, ZURN #l IN PLAIN BRONZE FINISH; PROVIDE BIRD SCREEN TYPICAL ER ROD AND TYP, BOTH SIDES 3" = 1'-0" 1--- -. BPRC Submital: Date Plotted: Date Issued: February 14, 2005 January 10, 2005 CONSTRUCTION DOCUMENTS ~ ~' '/ "."...' ") , ;~' t,,"":l t~ ;'" ,,' d "lIs,' .. \ ..."'<"'. :I." · ....' ...... ..,;.... ~ C ~ /~ ~J ... ...,.,~ ~ . Revisions: 2 Addendum #2 - Feb 14, 2005 I>> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND 'ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMSER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTCCTION II'lCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, -?)A'.'." ,,/....- .", r:~~' ~)... . "\ (~ "":,"', ,",' ,/ ,. " (Cd.', ' " .. m~<<~ <..- ~j I PROJECT NO. 03540 -~ ~ \ CLE AP\lvA 1"(R SvCS EXTERIOR DETAILS A-506 ~ '0 -.i ~ ~ / - e :g :> U / en Ol e .~ ~ Cl ...,. o o /E g~ en .. enClO ~@ "28 ~C\I '0 - e- ~~ ~Q It) .. C")e ~o - 8 2 C\I_ /0 a..: a::: XREFS: mB \\ \ \. \. \ \, \ \~\ \, ~\ ". .. I Keyplan SOIL MATERIAL - REFER TO LANDSCAPE DRAWINGS , //\>:</ <<';:>~/-/~' ~ // : /~:'{<</<</// ' <>'/ , ,," ~ / ~ ~"'/ ~X V /~, "" ,,/, ", y, 'X ~, X X ~'" V, '- '-.', ~ " '/~ '//"'~//X~ / / ,/ /', ' / ~ 'Y/~//X~ / , / '-/ /~/ 'y /- /,,~///,( /// X/';;/'> ,'/ />/~/<</X/' / ?// / ':;)/' >'/~/~0/'~>\>xS~~~'~' /(,/f;:;0*~/~/~~~'" ~,,-' ~//~~ '</ ,/ / /-// /// /// /, / /, / / / /- />/////~/ /, // , 'Z /,> ,-//, ~X y/~// '\'('-" ~ " ~,' ': ",'\1'''' "<X/< ,/~ " / / /// // / )// ' )/) /~/ ~ ,,) // '> /// >",> / ~) , // ~ DRAIN INLET AS SPECIFIED f/f~'/f!1fi!!jlf!j!i!~1/!!j'!/!flfg~(})( ~i~~R or ~. PEA /))~~~O~Oooq)gJO/JC)~,~ t>oJcgt{Joo'C(~~ro/~.::,-.~)?;Jo'~. 9 ~ CTOONDCR, ATINOPPING - SLOPPED ,>--, , ,Q '!:JQ'--P/\'?--.~/\G:-.~,,~Q Q Q ~Q :r-'P'" --\(> , ~ . ';./ . LL-1S.....L 1L1 _ I) . / ~ . .. . <J <J L\ <J "~ WATERPROOFING MEMBRANE TYPE 3 STRUCTURAL SLAB - REFER TO STRUCTURAL DRA'MNGS L\ L\ L\ <J L\ <J il L\ L\ <J L\ il L\ L\ <J d @ NOT USED o PLANTER DETAIL @ 3" = 1'-0" 3" = 1'-0" 2ND FLOOR DECK /~ WATERPROOFING / MEMBRANE TYPE 1 STUCCO SYSTEM BACKER ROD AND SEALANT TYP, SLOPE ------=-- <J ~\ / / " ~ SOIL MATERIAL - REFER TO ,// "<< / // LANDSCAPE DRA'MNGS " ",:~" "- ''70/ // ", / / " / " -'V" /' /.',..j.' .~/~." / .. / . // ~ / /, ,/, ,~ '.>/X ".<'://'\ / '. ,,/."'- " ,'" " >> ' :./>,j;/~,< ~ ;1//~> /./< /XX~/ , ,/, / ~ "- // >'", ',,- / /" /// ,/ ,/ Y , ',:, ~ " .. '~~/<'; ~ STUCCO SYSTEM - CASING BEAD SLOPE _ CONT. WATERPROOFING MEMBRANE, TYPE 3 AS SPECIFIED ~ OVERFLOW DRAIN - REFER // TO LANDSCAPE DRA'MNGS FOR LOCATION ,J <I 8" CMU WALL ~ .... ~ . . .. .... ~ '. . /' ... ..04-. <J BACKER ROD AND SEALANT TYP, //// L\ STUCCO SYSTEM <J <J ~ ~ <! <! WA TERPROOFING MEMBRANE TYPE 1 /- L\ L\ L\ <J <J (j <J ilLJ l\ / L\ <] . <J /J <J Ll d <J il\ ---------y \_~- (]) (j) EXTERIOR DETAIL EDGE OF SLAB @ PLANTER EXTERIOR DETAIL PLANTER DETAIL @ OVERFLOW DRAIN 3" = 1'-0" @ 2ND FLOOR DECK -.\: = 1'-0" @ 2ND FLOOR DECK '" , .."", "'~', , "" ~,'-;,.. ,.~~ ,,,-,~ "~~ .....~,"'.,'.,",. '~>J . '''If.; -'oi;~ .....,~.~~':--... ....~':~'.. ">~ "oi':-" .....,,''':':-..., """'~ .,.""~:".""."'~~''''''..''-'''.. ~"~~~~ . ....'1 "'" ~" ........' ", ....~~ ',,-. '''... '~AILlNG AS SPECIFIED, 1" MIN, EMBED IN TOP OF SCREEN ~LOPl~ __~_ER 1'-0" WALL, SEE DETAIL -, - 11/A-505, SIM. " ~ "':K1r' ...'==== ~~~~RC~~~O ~T~:~T ""L j . <! I 4 d .1 4 ~ STUCCO SYSTEM · "~ SEE SPECIFICATIONS rn JAN . 1 2DD~ rn ~Pl <! d d Ll <! _~_. '_ " .-~--------- 4" OR 8" CONC, BLOCK (REFER TO WALL TYPE FOR WALL THICKNESS) - SEE STRUCTURAL FOR REINFORCING <! o EXTERIOR DETAIL RAIL @ SCREEN WALL CD NOT USED o 3" = 1'-0" @ 2ND FLOOR DECK 3" = 1'-0" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A I 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 --I ~e6idel)(... I .q~ t~~~4. ~~) i t- ..fl/,..,.,',.r,t.,.....~.~. ~< ~ I <~ltl' i ('~-,;)/~ /'~'- * .." (C>2)--) I " ,7/--; //-r&"'-r".r~/ ~:~;/. <.L<".kJt"~7r I . ---I PROJECT NO. 03540 i 02003 lHESE ~LANS ARE COPYRIGHIED AND ARE SUBJECT TO COPYRIGHT ~ROTECnON AS AND 'ARCHITECTURAl WORI(" UNDER SECTION 102 OF THECO~YRIGHT ACT. 17USO, AS AMENDED DECEM&ER. 1990 AND KNOWN AS ARCHITECTURAl WORKS CO~YRIGHT ~ROTECTION ACT OF 1990 lHE ~ROTECnON INCLUDES BUT IS NOT UMlT~D TO THE OVERALL fORM AS W~LL AS lH~ ARRANGEMENT AND COMPosmON OF S~ACES AND ELEM~NTS OF lHE DESIGN, --'"1 -'--~---------,--,-. ----I ------_..._-----~--.I I I I .-----------m----~-i '--------~-i --------~~=::.:::-..::==--==.:-==::::---= -=-1 I' nl [- -- --11 I.. . --- ~n --J'- un J_ EXTERIOR DETAIL OVERFLOW DRAIN @ MTL. STUDS ----------------0-------T---- I I --- EXTERIOR GYP, BO, SHEA THING OVER MTL. STUDS, SEE STRUCTURAL DWGS. ~-.--------- STUCCO SYSTEM CASING BEAD ( )'\1 _2L.~~~_Ys" PER l' - 0':"_ .,----- OVERFLOW DRAIN DOWN SPOUT NOZZLE, ZURN #Z' IN PLAIN BRONZE FINISH; PROVIDE BIRD SCREEN TYPICAL 1/2" BACKER ROD AND SEALANT, TYP, BOTH SIDES 3" = 1'-0" i i I <] t-...---- ------- --- EXTERIOR GYP, SHEA THIN' 1- -.~---~.---..~~ ~~~csRiRT~C~~~~NDRAWIN ~--------~--.-. ~;~~~O B~:~TEM L\ <J Ll <J ~--_..,.__.__._-_.._------------._--~---_.~-----_.- ---,~---_..._--._.._-_. ._-,._-_...._--~-~-_.._---_._-- SLOf~_~" PER.l'-O:__ -------~ -- - - -- ---~ OVERFLOW DRAIN DOWN SPOUT NOZZLE, ZURN #Z' IN PLAIN BRONZE FINISH; PROVIDE BIRD SCREEN TYPICAL -0 <I .J 1/2" BACKER ROD AND SEALANT, TYP, BOTH SIDES Ll EXTERIOR DETAIL OVERFLOW DRAIN @ CONCRETE "" EXi~.RIOR DETAIL DEC~RA TIVE LEADER ..,~~ ~~ 3" = 1'-0" 3" = 1'-0" .' / ~ry \ X\.~ . -- J'- _un 1- ----- r-- , __ I EXTERIOR GYP, BD, SHEA THING OVER MTL. STUDS, SEE STRUCTURAL DWGS, STUCCO SYSTEM CASING BEAD ...'_n_ . '. ___~__~____ Cn=' . _::~~.. ~~':_----=::_=~ ~~:~ I \ '~- ::K CLOSURE PLATE ~ - ll.~ SLOPE ;a" PER 1'-0" ~ Ii -- ~ - ~II I - OVERFLOW DRAIN DOWN SPOUT NOZZLE, ZURN #Z IN PLAIN BRONZE FINISH; PROVIDE BIRD SCREEN TYPICAL j , '---1/2" BACKER ROD AND .. ___ SEALANT, TYP, BOTH SIDES ---l I I , I I I I I 03540 Date Plotted: january 11, 2005 -_...,_._--_._._--_.._------~--- -.. - ----_.._~--_.-------"'..__.._-_._-- Date Issued: january 10, 2005 Revisions: XREFS: TTLB I // STUCCO SYSTEM, F ACE OF WALL ~ ~" ~ , , ,; /.;; /)::; ; , / // /' // //,/.X />>///\ // / \ "I' /~/ \~ TYPICAL DECORATIVE // FOAM TRIM ~ LASHING WI I H CONTINUOUS CLEA T ~\ ~r +- LAP MEMBRANE OVER FLASHING \ ... SLOPE MIN, 1/4" PER 1'-0" F,R, WOOD NAILER / RIGID FOAM BOARD,~/ FOR PROFILE SEE DTL, 3/A-514 / / EXTERIOR GYP. BD. SHEATHING ..I / MTL, STUDS SEE STRUCTURAL / I DRAWINGS ~ RIGID FOAM BOARD DECORATIVE BRACKET, TYPE 2 EPDM MEMBRANE F,R. WOOD NAILER, SLOPED d 3 " "~ CONTINUOUS SEALANT TOP AND BOTTOM OF TERMINATION BAR 4 ~ .j Ll " d d ^ d d 'J' BEAD I___~""------ CONTINUOUS SEALANT /------- PREFINISHED METAL REGLET ~--~ S,S, FASTENERS REMOVABLE PREFINlSHED METAL COUNTERFLASHING //~ PROVIDE WIND ATTACHMENT CLIPS PER N,O,A. /~ MODIFIED BITUMEN ROOFING SYSTEM, SEE SPECIFICATIONS ~FIBER CANT 4" MIN, 1 @ TTYPICAL FOAM/STUCCO JOINT BACKER ROD ~ AND SEALANT STUCCO SYSTEM 1'-0" = 1'-0" EPDM LAP MEMBRANE OVER FLASHING FINISHED ALUM, FLASHING Vv1 TH CONTINUOUS CLEA T7 Ol ~ "0 ...; o I/) .c( / - e Q) t:: :> U / en Ol e .~ Q Cl ...,. o ~E Q) 0 Olr-... 0- en ., en 0- ~@ '0 It) '-8 OC\l ~ '0 ' e- .- C") 3: '- o ~~ It) .. C")e ~o 8'0 oQ) C\I:I:: /0 a..:n: SLOPE MIN, 1/4" PER 1'-0" ~ ::;: . t"") F.R. WOOD ! NAILER -----.l / / RIGID FOAM BOARD,~/ FOR PROFILE SEE DTL, 3/A-514 EXTERIOR GYP, BD, SHEATHING MTL. STUDS SEE STRUCTURAL DRAWINGS CONTINUOUS SEALANT TOP AND BOTTOM OF TERMINATION BAR CONTINUE EPOM VERTICA~ r CRICKET AS REQUIRED, ~, SEE DRAWING A-117~. t"") \ Ll .d<:J IJ 4 " d " " , 4 iiI ,j<:J ,j 4 @ TYPICAL PARAPET DETAIL N,T,S. VERIFY REQUIRED SHAPES EPDM MEMBRANE, WRAP OVER PARAPET AND UNDER TERMINATION BAR F.R, WOOD NAILER, SLOPED SLOPE MIN. 1/4" PER 1'-0" / / / / / ,: <l d d .j .j .~ , ',~- CONTINUOUS SEALANT TOP AND BOTTOM OF TERMINA TION BAR .j BACKER ROD AND SEALAN~ TYPICAL AT PERIMETER OF FOAM TRIM /" 'J' BEAD ,', :---'/-- CONTINUOUS SEALANT ~---- PREFINISHED METAL REGLET ------. S.S, FASTENERS REMOVABLE PREFINlSHED METAL COUNTERFLASHING _I,j FINISH AS SPECIFIED /' // BACKER ROD AND SEALANT - STUCCO SYSTEM , x o TRIM DETAIL @ TOWER N.T.S, VERIFY REQUIRED SHAPES Keyplan l' Ll 4 " Ll4 4 " d " 44 d (jJ TYPICAL RAISED PARAPET DETAIL @ DEC. TRIM N,T.S. VERIFY REQUIRED SHAPES WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ElEMENTS OF THE DESIGN, SLOPE TO ROOF SIDE 7 .------ F.R. WOOD NAILER, SLOPED EPDM WRAP OVER CMU/CONCRETE PARAPET; PROVIDE WIRE LATH OVER MEMBRANE FOR STUCCO LL " , I 'I ' 8" CMU WALL STUCCO SYSTEM TYP, BOTH SIDES, SEE SPECIFICATIONS [71' " ..' //.'" ..' o RAISED PARAPET DETAIL 3" = 1'-0" /\ \ / v +-- ~ ::;: . N <J cJ .d '1 cJ \:> G 1\ <J - PROVIDE 16 GAUGE ALUMINUM OR STAINLESS STEEL PRE -FORMED RECEPTOR PAN END DAM AND TURN UP AT BACK AND JAMBS - SET INTO SEALANT AT SILL AND JAMB LOCATIONS (TYP). - DOOR AS SPECIFIED ~ " ><, ~ "" "7 "- 8" CMU @ DETAIL @ PENTHOUSE THRESHOLD 6" = 1'-0" INT. /~ EXl /\ ~/ \; / MOISTURE BARRIER / /1 ,/\ ~v INT, DOOR AS SPECIFIED /- ALUMINUM THRESHOLD SET IN FULL // BED OF SEALANT - PROVIDE THRESHOLD TO MATCH WALL THICKNESS A) SEAL THRESHOLD TO JAMB W/SILlCONE SEALANT B) SEAL ALL EXPOSED FASTENER HEADS W/SILlCONE SEALANT INSTALL SEALANT AND TOOL TO FACILlTAE WATER RUN-OFF EXPANDING SHANK FASTENERS, 12" O.C. SHEET METAL COUNTER FLASHING AS SPECIFIED 2" WIDE WIND UPLIFT RESISTANT CLIP EVERY 24" W/ STAINLESS STEEL FASTENERS TYP, .....-- F,R, WOOD CANT, EXTEND 1'-0" PAST DOOR IN BOTH DIRECTIONS LIGHTWEIGHT INSULATING CONCRETE ROOF SYSTEM, EE SPECIFICATIONS 8) THRESHOLD DETAIL @ ROOF ACCESS . "" NEOPRENE GASKETED FASTENERS SEALANT CONTINUOUS CLEAT / /1 / / I / / I j / I j I / i J EXT. 3" = 1'-0" -, " . ~...::: M~~H~ ,~e1Side~ ... '",(- ,'~ ,ft II ~. :""f ~ ~ ri' *)~4~/~ . (e5=~ '"': ' C'7'~I:"t4t6L/-tf#,,,.d <<:2:n....kS~?~ te, PROJECT NO. 03540 SLOPE TO ROOF SIDE ~ N ~ ~~' -.... , ' , .~ ,.., ~ "-.~ "'-- ~-- ~,~ / '-'-t" '-- , Il..'-" ". ...... , -------- PRE-FINISHED ALUMINUM COPING CAP MODIFIED BIT. BASE FLASHING (DASHED) RUN OVER PARAPET UNDER COPING F,R. WOOD NAILER, SLOPED 'J' BEAD 8" CMU WALL MOD BITUMEN BASE FLASHING RUN UP AND OVER COPING CAP, --~ STUCCO SYSTEM SEE SPECIFICATIONS @ CMU PARAPET CAP DETAIL 3" = 1'-0" - WATERPROOFING BASE MEMBRANE - SEALANT <J COUNTER FLASHING o CONTINUOUS STAINLESS STEEL TERMINATION BAR 1/ ~ PROVIDE NOTCH AT FOAM TRIM FOR BACKER ROD AND SEALAN~ TYPICAL AT ALL EDGES ,---- THRESHOLD AS SPECIFIED 1/ 1 SET THRESHOLD OVER FULL BED OF / J SEALANT 11- WATERPROOFING BASE MEMBRANE RUN / / UNDER SEALANT / / CONT. CLIP FOR COUNTERFLASHING <J cJ j- 4" CANT / Y I ROOFING AS SPECIFIED I ...---------~ ~----- ~' .--------/ c.l <J J @ DETAIL @ PENTHOUSE THRESHOLD 6" = 1'-0" PROVIDE CONT, TERM BAR, MECHANICAL ATTACHMENT & TERMINA TION SEALANT AT BASE FLASHING VERTICAL TERMINATION, (TYP) ---------~ :z: ::;: . v I .. 8" CMU WALL 'J' BEAD -~~~ CONTINUOUS SEALANT PREFINISHED METAL REGLET S,S. FASTENERS - REMOVABLE PREFINISHED METAL COUNTERFLASHING PROVIDE WIND ATTACHMENT CLIPS PER N,O,A FLASHING SYSTEM FIBER CANT MODIFIED BITUMEN ROOFING SYSTEM, SEE SPECIFICATIONS - CONC. ROOF SLAB - SEE . I STRUCTURE DRAWINGS "~'. 4"~N, ," -iI---- ,,"" ~I \ '// ,~~ BPRC Submital: --~- Date Plotted: March 31, 2005 Date Issued: January 10,2005 Revisions: 3 Addendum #3 - March 30, 2005 d ~ \4 ::l cJ " 4 d RIGID FOAM BOARD DECORA TIVE BRACKET, TYPE 2 BEYOND I Ll <:) /J :1 4 " .j d 4 .j CD SIDE WALL FLASHING DETAIL '<' .J -J <1] 4 .j 3" = 1'-0" I -:~. ~-- -~ !. ..... r, ...., , ~~. I.''U- \I " " ,-, j ". ~ .~ "'- i : ..... ~~ ii:w.Wi Wi '''' <~' U" ....... r~"'\{_'. t' MAY 2 5 2005 & 2 .j /\\ \; REVISION 3 ADDENDUM #3 - MARCH 30, 2005 REVISE ROOF SYSTEM 03540 CONSTRUCTION DOCUMENTS EXTERIOR DETAILS A-507 XREFS: mB ~ ~ STUCCO SYSTEM, /' FACE OF WALL >2" r PROVIDE NOTCH AT FOAM TRIM FOR BACKER ROD AND SEALANT, TYPICAL AT ALL EDGES TYPICAL DECORATIVE FOAM TRIM ~ LASHING WI I H CONTINUOUS CLEAT LAP MEMBRANE OVER FLASHING F,R, WOOD NAILt,~ .", \ " 'i\ \\ "\ " , \\ , '.\ ' "'\RIGID FOAM BOARD,-.I roR PROFILE SEE DTL. 3/A-514 '\ EXitl~IOR GYP, BD, SHEA THING MTL,~JJDS SEE STRUCTURAL DRAWIN(% ~---~---~j \ , " \ \ ~\ " ." ,\ '''\ " " @ TTYPICAL FOAM/STUCCO JOINT EPDM LAP MEMBRANE OVER FLASHING FINISHED ALUM, FLASHING WITH CONTINUOUS CLEAT / z ~ . t"") F.R, WOO~ NAILER - ! ~ ~ < / - e :g :> U / en Ol e .~ 2 o ...,. 8 /E ~~ en .. en CO ~@ ~~ '0- e- ~~ ~Q It) ., C")e ~o g-g C\I=: /0 a..: a::: l' -0" = 1'-0. SLOPE MIN, 1/4" PER 1'-0" '- " '"'''-,- RIGID FOAM BOARD,~ FOR PROFILE SEE DTL. 3/A-514 / EXTERIOR GYP. BD. SHEATHING .-! / / MTL. STUDS SEE STRUCTURAL / DRAWINGS j RIGID FOAM BOARD DECORATIVE BRACKET, TYPE 2 BEYOND CONTINUOUS SEALANT TOP AND BOTTOM OF TERMINA TlON BAR CONTINUE EPDM VERTICAL :z CRICKET AS REQUIRED, ~ SEE DRAWING A-117-\ t"") \ , // BACKER ROD //' AND SEALANT ~/ STUCCO SYSTEM ~ % o TRIM DETAIL @ TOWER SLOPE MIN, 1/4" PER 1'-0" ~ RIGID FOAM BOARD - DECORATIVE BRACKET, TYPE 2 '\ \, '\, \, ''', , , '. -'\, , BACKER ROD AND SEALANT ." " , ',,~TUCCO SYSTEM ~-- " ...~ " ... " ''':'t.... ~"\. ......,-. ", , , ',- . ~ '... '1\ ". , ~" SLOPE MIN, 1/4" PER 1'-0" RIGID FOAM BOARD,- MECHANICALL Y FASTENED TO CMU, WRAP SIDE OF PARAPET WALL BACKER ROD AND SEALANT, TYPICAL AT PERIMETER OF FOAM TRIM--j -~FINISH AS SPECIFIED N,T,S, ~ ~-~-~_...~ A 4 .j ~ ,j 4 .J .j " 4 <1 .j <l 4 EPOM MEMBRANE F,R, WOOD NAILER, SLOPED SLOPE TO ROOF SIDE ? F,R, WOOD NAILER, SLOPED ---- EPDM WRAP OVER CMU /CONCRETE PARAPET; PROVIDE WIRE LATH OVER MEMBRANE FOR STUCCO 8" CMU WALL STUCCO SYSTEM TYP, BOTH SIDES, SEE SPECIFICATIONS EXT, SLOPE TO ROOF SIDE ? . t"") -.,,'-'-J. -~t:--~ C'f ~_. -----~. - ----~-----_._._--_._--~ PRE -FINISHED ALUMINUM COPING CAP MODIFIED BIT, BASE FLASHING (DASHED) RUN OVER PARAPET UNDER COPING F,R. WOOD NAILER, SLOPED 'J' BEAD 8" CMU WALL MOD BITUMEN BASE FLASHING RUN UP AND OVER COPING CAP. STUCCO SYSTEM SEE SPECIFICATIONS @ CMU PARAPET CAP DEI AIL l I I j r--- ,j 4 A.j - CONTINUOUS SEALANT TOP AND BOTTOM OF TERMINA TION BAR ,j " 4 o RAISED PARAPET DETAIL NEOPRENE GASKETED.----I/ FASTENERS ~ SEALANT - CONTINUOUS CLEAT -.--------- ----- 3" = 1'-0" BPRC Submital: Date Plotted: January 11. 2005 ---- ._..._----~----------,_._-_._---~._...-_._-- ---..-- -' ----- Date Issued: January 10. 2005 Revisions: u ,_ ,_.__ __ .__ ____ -- ___________.__________.____ ~_,__ u___, __ ______ 'J' BEAD ,', ~- CONTINUOUS SEALANT PREFINISHED METAL REGLET S,S, FASTENERS REMOVABLE PREFINISHED METAL COUN TERFLASHING ~PROVIDE WIND ATTACHMENT CLIPS / PER N,O.A, MULTIPLE-PLY MOD, BITUMEN ROOFING SYSTEM, r--FIBER CANT 1 A .j 4 oJ "4 L\ " @"'I~~ICAL PARAPET DET ~!~EQUIRED SHAPES 3" = 1'-0" " /- PROVIDE 16 GAUGE ALUMINUM OR / STAINLESS STEEL PRE-FORMED / RECEPTOR PAN END DAM AND TURN / UP AT BACK AND JAMBS - SET / INTO SEALANT AT SILL AND JAMB LOCATIONS (TYP). ~ .----~ I Y DOOR AS SPECIFIED / / THRESHOLD AS SPECIFIED // WA TERPROOFING BASE MEMBRANE SEALANT <7 COUNTER FLASHING @ DETAIL @ PENTHOUSE THRESHOLD 6" = 1'-0" 8" CMU WALL 'J' BEAD CONTINUOUS SEALANT PREFINISHED METAL REGLET S,S, FASTENERS REMOVABLE PREFINISHED METAL COUNTERFLASHING PROVIDE WIND ATTACHMENT CLIPS PER N,O,A MOD, BITUMEN FLASHING SYSTEM FIBER CANT MOD, BIUTUMEN ROOFING SYSTEM ! 1 1" " " L ,j .j Li ,~" '0 'I <J:1 ..J LI ..j <} ____..~____-~.-..--~~-..-\\./,/~~---SL.~~.--..-~~...----.-. _._~____.!:_.. __~_.>.l._.. ALL FLASHING DETAIL VERIFY REQUIRED SHAPES Keyplan ,_______J " " ,j //' d 4 4 "' .j , EPDM MEMBRANE, WRAP OVER PARAPET AND UNDER TERMINATION BAR F,R, WOOD NAILER, SLOPED / ,.( "/ :'., '." /'///.' ..:, X' ,j d <14 " .j ........, ,j ~~ CONTINUOUS SEALANT TOP AND BOTTOM OF TERMINA TION BAR -- 'J' BEAD CONTINUOUS SEALANT PREFINISHED METAL REGLET ~ S,S. FASTENERS ~-- REMOVABLE PREFINISHED METAL COUNTERFLASHING PROVIDE WIND ATTACHMENT CLIPS PER N.O,A, r-- MULTIPLE-PLY MOD. BITUMEN ~ & / ROOFING SYSTEM, / /----FIBER CANT ~ / " 4" MIN, { 4l\ "4 <1 TYPICAL RAISED PARAPET DETAIL @ DEC. TRIM o N,T.S, VERIFY REQUIRED SHAPES WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 20031HESE PLA~ ARE COPYRIGHJB) AND ARE SUBJECT TO COPYRIGHT PROtECTION AS AND 'ARCHI1ECTURAL WORI(" UNDER SECnON 102 OF THE COPYRIGHT ACT. 1 7USO, AS AMENDED DECEMBER. .990 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOsmON OF SPACES AND ELEMENTS OF THE DESIGN, ~ :::::!: ~ / SET THRESHOLD OVER FULL BED OF SEALANT WA TERPROOFING BASE MEMBRANE RUN UNDER SEALANT /////.' ~ . N <1 II l\ <J lJ \:> [:). L1 ~" " ---_--.:~-- ~- 8" CMU @ DETAIL @ PENTHOUSE THRESHOLD 6" = l' -0. INT, / DOOR AS SPECIFIED - ALUMINUM THRESHOLD SET IN FULL /// BED OF SEALANT - PROVIDE THRESHOLD / TO MATCH WALL THICKNESS A) SEAL THRESHOLD TO JAMB W/SILlCONE SEALANT B) SEAL ALL EXPOSED FASTENER HEADS W /SILlCONE SEALANT INSTALL SEALANT AND TOOL TO FACILlTAE WATER RUN-OFF EXPANDING SHANK FASTENERS, 12" O. C, SHEET METAL COUNTER FLASHING AS SPECIFIED 2" WIDE WIND UPLIFT RESISTANT CLIP EVERY 24" W/ STAINLESS STEEL FASTENERS TYP, ~ F,R, WOOD CANT, EXTEND , 1'-0" PAST DOOR IN BOTH DIRECTIONS EXT. -v MOISTURE BARRIER INT. 8) THRESHOLD DETAIL @ ROOF ACCESS 3" ,= 1'-0" -I I I I 1-- .. ---- --- '\Le&idel1e>__. tt ,~")i.. "'~) Pi{{j'-~? . <,;- I J f"- ,;;.;. (":; . -::r"" I (?J7-1."'<4W~"'{'/ {{~ r"..;"'Jc!Vr I _~_ ____u ' ----~ __J PROJECT NO. 03540 r-- CONC, ROOF SLAB - SEE \~ STRUCTURE DRAWINGS 4" M N, "<1'---- --. ---t u CONTINUOUS STAINLESS STEEL TERMINATION BAR l\ CONT. CLIP FOR COUNTERFLASHING <J 4" CANT ROOFING AS SPECIFIED <J L\ PROVIDE CONT. TERM BAR, MECHANICAL ATTACHMENT & TERMINATION SEALANT AT BASE FLASHING VERTICAL TERMINATION, (TYP) --- ~ ~ m . -.;j- ~ --T---~~ j i .. \ JAN J J20Q5 ErE" 4 4 ^ {J '-.l 'J :J 0 .1 .j 4 ,j j ," 3" = 1'-0" \, 03540 -~~_.,.._-----~-----_.----------~-,~--~~-_.----- "'" AILS A-50 XREFS: TTLB / / MAINTAIN HEAD LAP PER MANUF ACTURER'S REQUIREMENTS STAINLESS STEEL FASTENERS AT FIRST TWO ROWS OF TILE ADHESIVE PATTIES FOR TILE AS SPECIFIED / / FASTEN TOP ROW WjS.S, F ASTENERS ~~ CONTINUOUS BEAD OF COLOR ~, MATCHED MORTAR HEAD AWAY FROM RIDGE BOARD ~ \ \ ......-----18" WIDE SELF-ADHERING - WATERPROOFING UNDERLAYMENT OVER 2X NAILER AND LAPPED ON EACH SIDE OF ROOF, / CONCRETE ROOF TILE r--- %" DENSGLASS GOLD / EXTERIOR SHEATHING ROOFING LA YERS- LAP 2X RIDGE BD AND DOWN 0 SLOPE BASE SHEET AS SPECIFIED LEAD FLASHING (41b" 30"x30" PRIME AND SET IN MASTIC) INTERMEDIA TE MEMBRANE LAYERS AS SPECIFIED (LAP MINIMUM OF 4" BEYOND LEAD) MASTIC (SET ROOF LAYERS IN MASItt-p 6" AROUND DRAIN PERIMETER) CAP SHEET AS SPECIFIED STRAINER & CLAMPING RING ROOF DRAIN (OVERFLOW DRAIN-SlM.) 24" SQ, MIN, NOTES: 1. LOCATE OVERFLOW DRAIN MIN, 3'-0" FROM ROOF DRAIN TO ALLOW SUFFICIENT FLASHING DETAILS TO BE PROVIDED, 2, OVERFLOW DRAIN HEIGHT MAXIMUM 4" ABOVE ROOF DRAIN, NOT USED G) OVERHEAD VIEW AT ROOF DRAINS 3" = 1'-0" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A I -~- .-_.. ~ I 1 CONCRETE ROOF TILE AS SPECIFIED ,~ %" DENSGLASS GOLD EXTERIOR SHEATHING METAL DECK - REFER TO STRUCTURAL DRAWINGS STAINLESS STEEL FASTENERS FIRST AT TWO ROWS OF TILE 18" SELF-ADHERING WA TERPROOFING UNDERLA YMENT. PRE -STRIP AT EAVE WITH t' TURN-DOWN RIDGE j HIP TILE N,T.S t LEAD FLASHING (4Ib., ROLL INTO PIPE 2") SEALANT SECOND LAYER BASE MEMBRANE FLASHING AS SPECIFIED LEAD FLANGE (PRIME & SET IN MASTIC) MODIFI . ' r - OVERFLOW DRAIN MAX, 4" ABOVE MAIN ROOF DRAIN - MASTIC (SHOWN BY SHADED AREAS) _ CAP SHEET AS SPECIFIED, TYP, - INTERMEDIATE LAYERS OF BASE SHEET LEAD FLASHING (PRIMED TO RECEIVE SUBSEQUENT MEMBRANES, SET IN MASTIC) BASE MEMBRANE AS SPECIFIED, TYP, ::.:.::. // / // / / -----....~// ~ "'..></ / ~'" /// '~ / '~ / , ~ ~ ~,,~, ''"', ~~ '" " " METAL ROOF STRUCTURE - REFER TO STRUCTURAL DRAWINGS ....~ ...../ N / / z ~ 4" -l ~__ \ \' ,) SEE SECTIONS FOR ROOF DECK ~ L--~~J .. 2 X F.R, NAILER CONT. @ RIDGE 1\ \\ \\\ I II I \ \ \ LJ ~ \~ . ro 4" MIN, 4" MIN, u @ DETAIL @ WASTE STACK @ DETAIL @ OVERFLOW DRAIN I ,,' :) \' .oi'1e~idell F"" '.,..., 'C';'>~ ~ '~ ~' ~, .1 ' - .. ~~' ~.' ~""""'w w"'.,.'" "., ' /"'-, [(:;1 "j I (,~/, , ~,'<k,f:,~<~",d f'::_~...;k;~,?e I PROJECT NO. 03540 J FOAM TILE ROOFING ADHESIVE AS SPECIFIED ~ "-~, -~ '1, -METAL EAVE CLOSURE WITH . WEEP HOLES t"") .::;;.;i:':: ;. :::1:';;:~;:::;'~ ~:-'::;:: ;~ ~ ::.'i:r:i'~::: '" ~ ::::!~:::: : :,:~':ii.:.::' , 3" = 1'-0" '. Co. .. ,"-\' ~~~~~I~ Ol ~ '0 t@ ;~}-r: DETAIL AT TOWER :> U / en Ol e .~ Q Cl ...,. (;) 9E Q) 0 Ollt) 0- en .. en 0- J:@ 'Oll) '-8 OC\l ~ '0 . e- .- C") 3: '- o ~~ ll) .. C") e ~o 8'0 o Q) C\I:::: /0 a..:~ HIP & RIDGE SEALER 4 4 ',cJ \, <J / / - CLAMPING RING (NOTCHED TO ACCEPT DRAINAGE) - MASTIC ~-- -'--..... / TERMINA TE ROOFING OVER EAVE CLOSURE ~, ~ ---, ""~, - PREFINISHED METAL EDGE DRIP FLASHING CONTINUOUS SEALANT ~ 4 " _l __ CAP SHEET AS SPECIFIED, TYP, ~ INTERMEDIATE LAYERS OF BASE SHEET ~ LEAD FLASHING (PRIMED TO RECEIVE SUBSEQUENT MEMBRANES, SET IN MASTIC) _ BASE MEMBRANE AS SPECIFIED, TYP. 4" N,T.S, " '~METAL TRUSS MEMBER- VERIFY SIZE 2'-8" TO FACE Of WALL \ \ 1 \. \! \ ,) \ \/ \ //~- r\ /t:~ \ L .... \ ........ \ DECORATIVE BRACKET TYPE \ 1 BEYOND, REFER TO A-512 FOR PROFILE DIMENSIONS - DECORATIVE FOAM TRIM, REFER TO A-514 FOR PROFILE DIMENSIONS - %" EXTERIOR GYPSUM SHEA THING, SCREWED TO METAL FRAMING - VAPOR BARRIER AS SPECIFIED (DASHED) cJ '" ~ ),/ '/ II / / II 1- rr ~- -~~ '--..~ ~ ~~ '--..-......~ 'I' '... "... ,~ k 1" RIGID FOAM 3" SOFFIT VENT VAPOR BARRIER AS SPECIFIED (DASHED) " ., "' METAL DECK - REFER TO STRUCTURAL DRAWINGS ,j<::J ~ @ EAVE DETAIL RIDGE DETAIL 4 4 cJ 4 4 6" MIN, -J @ 3" = 1'-0" HIP SIMILAR " cJ .j 4 " 8) \~ CONC, SLAB - REFER TO STRUCTURAL DRAWINGS DETAIL @ HVAC EQUIP. SUPPORT CD ROOF DRAIN 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 C>2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECnON 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDS> DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSfTlON OF SPACES AND ELEMENTS OF THE DESIGN, . 'I J, ~ ~ ' 3" = 1'-0" . o I --h ~ M ~ " o 4 ~ CONC, SLAB - REFER TO STRUCTURAL DRAWINGS 3"=1'-0" ~--------- DECORATIVE BRACKET TYPE 1 BEYOND, REFER TO A-512 FOR PROFILE DIMENSIONS ~' "'- DECORATIVE FOA TRIM TYPE 1 SIM" ME HANICALL Y FASTEN TO CMU OR SHEAR WALL; REFER TO A-512 FOR ADDITIONAL PRO ILE DIMENSIONS 11%" I Keyplan 4 ^ , ., 3" = 1'-0" 1- "--... l[r , \ \ II I-I, 1\ , \\\ \ \\\ \\ I \ \ \. 'I ';, \\\ \~\ \ \, ' \ \ \ \/\ \ \' \ \ \, \ 11.\ \ \ \ \ 1\ \\\\\ ~ IIUl\\\ \ ~~- BOTTOM OF RACK ~ METAL CONDENSING UNIT SUPPORT & ..... ATTACHMENT - SEE STRUCTURAL . - SILICONE SEALANT ALL AROUND / -- STAINLESS STEEL COMPRESSION BAND ROUND POST PREFAB BOOT FLASHING & CANT /~ 4" CANT / ....-.. :z: <( --' 0.... l..L. o o 0::: W W e z ~ ~j , /' / ~ ::!: .:::l . '::!: ro - :z: ~ II.' 1""_ ",< ~ CAP FLASHING LAYERS (TYP) MOD, BITUMEN ROOFING SYSTEM \ '"' ::<" <I <I~ <I <I -1 <I ~ .1 "\ j \ \ I Ll <I ~ <J " .1 <J Ll.j ,:'),<7 .j ~<J j <J " ,7 <J , /C;L V <J " -" SET PLATE IN FULL BED OF SEALANT ,-~----- -~~~~~.- 03540 BPRC Submital: Date Plotted: March 31, 2005 Date Issued: January 10, 2005 Revisions: EXTERIOR DETAILS Q'\ (~:: .~~ / " :':'" ,~..~" ,', ~., 1. 'i ..f" .'" il-"'''' J ) ~ ~ ';""".JI ?;{ p~' t ~ ' , ') .t'l~'..:c ~Jr,-""" CONSTRUCTION DOCUMENTS A-SOB 2 Addendum #2 - Feb 14, 2005 3 Addendum #3 - March 30, 2005 @ XREFS: mB MAINTAIN HEAD LAP PER MANUFACTURER'S REQUIREMENTS STAINLESS STEEL FASTENERS AT FIRST TWO ROWS OF TILE ",-, ! ~" ~" ", ....., ~:: . t"") '-'I-Vl L... 4- (: PAINTED SHEET METAL ENCLOSURE -CROSSBREAK OR SLOPE FOR DRAINAGE INSULA TE VOID TO PREVENT CONDENSA TION SLOPE PIPES DOWN AND AWAY FROM HOOD MINIMUM 4" CLEARANCE FROM PIPE TO TOP OF CURB; MIN. 2" BETWEEN PIPES ----- ~---------____________ SHEET METAL FLASHING RECEIVER ------_ ---------- HIGH-DOMED, CAPPED, GASKETED ------__________ FASTENERS ~__________ ---------- REMOVABLE SHEET METAL ____.----~ COUNTERFLASHING ~~ --------- FASTENERS 8" 0, C .~ ~ EXTENSION OF FIELD PLIES ABOVE --------------._ HEAD OF CANT (NOT SHOWN FOR CLARITY) MULTIPLE -PL Y MEMBRANE BASE FLASHING (8" MIN, HEIGHT) :; .~.; '\ .";:' "-- METAL TRU~ , ~~ MEMBER- VERIFY SIZE ~_~ 'c:; . < .;.: ~ ;;~~ ~l" ~.....: '..:' f; ,;.}., t'" ~:: .:........>; >:";.,~;:'~':.: .~~ ~'5':\:".::,;" ~ '::.:':-':' -:- ;,.~ :.::~,,: ~f ,', ~'. 2' -8" TO FACE OF WALL "7/ DECOR A TlVE BRACKET TYPE 1 BEYOND, REFER TO A-512 FOR PROFILE DIMENSIONS 1" RIGID FOAM 3" SOFFIT VENT VAPOR BARRIER AS SPECIFIED (DASHED) EAVE DETAIL // / / SLOPE -7~~, (j \ 3" = 1'-0" SLOPE 11~" -' l f@ ;~}_~ DETAIL AT TOWER :> U / en Ol e .~ ~ o ...,. 8 /E 8>aB OC\l en .. en 00 ~@ ~8 ~C\I '0- e- ~~ ~Q It) .. C")e ~O 8~ C\I:: /0 a..: a::: SHEET METAL OR FLEX-TUBE COLLAR MULTIPLE -PLY MODIFIED BITUMEN ROOF MEMBRANE _./' CONCRETE ROOF TILE AS SPECIFIED %" EXTERIOR GYPSUM SHEA THING METAL DECK - REFER TO STRUCTURAL DRAWINGS STAINLESS STEEL FASTENERS FIRST AT TWO ROWS OF TILE 18" SELF-ADHERING UNDERLA YMENT. PRE-STRIP AT EAVE WITH 2" TURN-DOWN ---~ RIDGE / HIP TILE GASKETED FASTENERS 2 X F.R, NAILER CONT. @ RIDGE l- I C) W '0 I C) z: :E (/) <: --l L.- FOAM TILE ROOFING ADHESIVE AS SPECIFIED ----- HIP & RIDGE SEALER FASTEN TOP ROW W/S.S, FASTENERS CONTINUOUS BEAD OF COLOR MATCHED MORTAR HEAD AWAY FROM RIDGE BOARD .r--- 18" WIDE SELF-ADHERING UNDERLA YMENT OVER 2X NAILER AND LAPPED ON EACH SIDE OF ROOF, CONCRETE ROOF TILE ---~ %" EXTERIOR GYPSUM SHEA THING ROOFING LA YERS- LAP 2X RIDGE BD AND DOWN 0 SLOPE ~ " <J "<J 4 " <J .fl" . <J " .----------~~ " " <lLl'~ .1 \" dO' " '\\,>~ <J ~L1<l <J\~ F.R, WOOD CANT TO " d BRACE CURB '~":~ 4" THERMAL INSULATION, AS SPECIFIED, ROOF SLAB - REFER TO STRUCTURAL DRAWINGS 4 " <J <J '" 4 " <J " " .1.d <l.<1 .j 4 FIRE SAFING OR FIRE RATED C LAR ASSEMBLY F THROUGH CONCRETE SLAB, AS REQUIRED OR SPECIFIED. DETAIL @ PIPING ENCLOSURE o 3" = 1'-0" ..>:' /// . N ~ LEAD FLASHING (41b" ROLL INTO / PIPE 2") ~ SEALANT /'// Ii; SECOND LAYER BASE MEMBRANE / FLASHING AS SPECIFIED LEAD FLANGE (PRIME & SET IN MASTIC) ,I MODIFIED BITUMEN ROOFING I / SYSTEM AS SPECIFIED, TYP, / / / /, / / / / CAP SHEET AS SPECIFIED / .~ ~~ Z ::E 00 -..~ METAL DECK - REFER TO STRUCTURAL DRAWINGS rMIN~ r4"~ METAL ROOF STRUCTURE - REFER TO STRUCTURAL DRAWINGS RIDGE DETAIL 3" = 1'-0" HIP SIMILAR ". 11 " 4 4 d " " <J 0 4 " " <J " ,," .j '\ <J <J " 4 " \ " 4 \ d \ 4 " d 4\ " " 4 <J 4 d ~ " <J ~ " 4, "".j " 44 <J .. ,-, T APER~D INSULATION CONC. SLAB - REFER TO STRUCTURAL DRAWINGS ~,~~_T.AIL @ WASTE STACK ........... z: <: --l a.. L.- o o 0::: W W ~ ~ BOTTOM OF RACK ~ METAL CONDENSING UNIT SUPPORT & / ATTACHMENT - SEE STRUCTURAL / / ~ SILICONE SEALANT ALL / AROUND // ~ STAINLESS STEEL /,/ / COMPRESSION BAND / // ROUND POST PREFAB BOOT .. FLASHING & CANT "'~ Tr "'-, " ...,,~ ;'~ Z ::E 00 . o I :::!: ::::> = ::!: ro - ~ ::!: ~~ " ,"""- ..t:'~ , ~ ";~ ..~ .~~ '1~,~ / "'- ' /, ,/ / /', /~ . /, /xx "" ;' <' '., / 'X 'j '-x/ 'V " /, / ' /'\." . /', / ~ /' "" / "'-, / 'v / ~x / ", / ',/ ','.// .... ,/ "'" / <"" /x,... /"', )<, <1 d <1 <1 ,,<1 <1 // L]", ~ 4 /~ / <1 <1d LJ " <1 " \" _ " '0 <1 d ~ CONC, SLAB --R~;ER TO STRUCTURAL DRAWINGS DETAIL @ HV AC EQUIP. SUPPORT <1 ..'1 .., <1 " " <1 " <1 d.., <1 " SET PLATE IN FULL BED OF SEALANT @ 3" = 1'-0" Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 M1785 5365 E Cfy Hwy 30-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORI(" UNDeR SECTION 1 02 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAl WORitS COPYIiIGHT PROTECTiON ACT OF 1990 THE PROTECOON INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENJ; OF THE DESIGN, BASE SHEET AS SPECIFIED 24" SQ, MIN, --- ---.---- .--~--------t I CAP SHEET AS SPECIFIED LEAD FLASHING (4Ib" 30"x30" PRIME AND SET IN MASTIC) INTERMEDIA TE MEMBRANE LAYERS AS SPECIFIED (LAP MINIMUM OF 4" BEYOND LEAD) MASTIC (SET ROOF LAYERS IN MAS 6" AROUND DRAIN PERIMETER) NOTES: 1. LOCATE OVERFLOW DRAIN MIN, 3'-0" FROM ROOF DRAIN TO ALLOW SUFFICIENT FLASHING DETAILS TO BE PROVIDED, STRAINER & CLAMPING RING 2, OVERFLOW DRAIN HEIGHT MAXIMUM 4" ABOVE ROOF DRAIN, ROOF DRAIN (OVERFLOW DRAIN-SIM,) 0) OVERHEAD VIEW AT ROOF DRAINS TERMINA TE ROOFING OVER EAVE CLOSURE -METAL EAVE CLOSURE WITH WEEP HOLES \ '" "<~'" ~""";.~:\.... ",," , ,~\ \,,\ ~- PREFINISHED METAL EDGE DR~" FLASHING' CONTINUOUS SEALANT , ~ DECOR A TIVE FOAM TRIM, REFER TO A-514 FOR PROFILE DIMENSIONS %" EXTERIOR GYPSUM SHEA THING, SCREWED TO METAL FRAMING VAPOR BARRIER AS SPECIFIED (DASHED) N,T.S ///~ / ,.. OVERFLOW DRAIN MAX, 4" ABOVE MAIN ROOF DRAIN MASTIC (SHOWN BY SHADED AREAS) CAP SHEET AS SPECIFIED, TYP, INTERMEDlA TE LAYERS OF BASE SHEET LEAD FLASHING (PRIMED TO RECEIVE SUBSEQUENT MEMBRANES, SET IN MASTIC) BASE MEMBRANE AS SPECIFIED, TYP, In TAPERED INSULATION SYSTEM AS SPECIFIED, SLOPE TO DRAIN, TYP, (SEE ROOF PLAN) .......T______----.~.~__~ SEE SECTIONS FOR ROOF DECK ,!~=" ~ 4" t----------- I ~~------- ,-.---- ---- n_._______"___~_____ _._.~______ __.~..____,___________, _._~~ _n____.' ______ ____. ______ ,n __~___~"'.~____~_____~_~ o DETAIL @ OVERFLOW DRAIN -,1_ OECORA TIVE BRACKET TYPE / ------------- 1 BEYOND, REFER TO j A-512 FOR PROFILE r DIMENSIONS / I / / 3" = 1'-0" u ~_.-\ \\ \\J\ \ \ ~ \ \ \ \ \\~ \ \,\ \\ \ \ \ '\ \ \" \ \ \ , \ -.l L__., J ~n___ CLAMPING RING (NOTCHED TO ACCEPT DRAINAGE) n___ - MASTIC / / / :/ ---- --- - CAP SHEET AS SPECIFIED, TYP, , 1/;; / ,/ II / , / / / 1/ 11// // LEAD FLASHING (PRIMED TO RECEIVE SUBSEQUENT MEMBRANES, SET IN MASTIC) --- BASE MEMBRANE AS SPECIFIED, TYP, 4" -1'----.------- i N,T,S, I I TAPERED INSULATION SYSTEM AS SPECIFIED, MINIMUM 2 1/2" THICK, SLOPE TO DRAIN, TYP, SEE STRUCTURAL DRAWINGS FOR ROOF DECK DECORA TIVE FOA TRIM TYPE 1 SIM., ME HANICALL Y FASTEN TO CMU OR SHEAR WALL; REFER TO A-512 FOR ADDITIONAL PRO ILE DIMENSIONS l1...eai d eo l'l ~, t...(" ~'J :i,,\S\ ~ if A, t,.,.~,>.. ~ "1dlf '~',;) /f/""---- .. .' ~)-)- -) (7Fi"/I~4L~(':',~~/ f!_'_yr"'~;,.Jc~?.,.. I ----I I -- ---------___'__________~ _'~________~___.___ I I '-~'''',l,''':._:~. /11 .~'''~~~.,.:II r! , ~E~,;?, ___~t~--_' \\.;:.;:;'" i"'k'" \.~'f> '.b~:'.:~~l-. ""~"'''' ROOF DRAIN "~\" ii4~>" 6" MIN, CD It....,~. li..\., ~'- ~,< ---------1 "', BPRC Submital: -.-. < ~----~---_-__,________ _____~ ...____n__.._.____.._ I Plotted: january 11, 2005 ---.-------. -,. - ----.-._,-~- --.. -.-----,--- ed: january 10, 2005 3"=1'-0" -1 I I I I I i-- I I I I -:")</11 /'tl,' . ,. ,:c:..;., "',1'1' \\ .\1 .' , V,\"" ,." "il'",~",,' '.- ,\ , I . l~~____n__ , , , " , PROJECT NO. 03540 " m ~'~1- JAN 2 1 Z005 U O~VELOPME.Nl 5tR';:(;if:5 tll:P' IT\' AHl/IIAlf~A 03540 XREFS: mB PAINT OVER STUCCO SYSTEM SEE SPECIFICATIONS d cJ <J " INT. ~- WIRE LATH / A T MEMBRANE / (~ 0::: co :::!: w :::!: ~ ~ti 0::: ~ ~ Z :::!: -:v PAINT OVER STUCCO SYSTEM SEE SPECIFICATIONS <] o [<C;? I'![/ eMU WALL - . - -. ~'-, IlJL STUCCO DETAIL'ft~~ ATTACHED TO CONCRETE MASONRY <I BONDING AGENT CONCRETE WALL ~~ <, " <J <] " ~< d <I STUCCO DETAIL DIRECT TO CONCRETE MASONRY <I " d ,1 " <I @ " ,J 1/2"=1'-0" 1/2"=1'-0" d <I " " <I 8" CMU WALL ./ , / // ~ ~~r ["" ''-/ /. <--<1 ',,-- ~ ~. //>./~:: "--,~ ~"--'>, />"----.---- ~~~ // )>; /// ././ / //// ,.//~/ / INT. EXT. ~ PAINT OVER STUCCO SYSTEM - ~ SEE SPECIFICATIONS ,---- II .. '7/j-V'-- r-CJj - /L v/~/ ...1..:,'.'.,~;,....':,. / '-- //><.... c/'--~, X"""',,, ",//"-- '. ""; , ,/ " ' , ' . ~__-'~'~~~----L'S~~~__~ :)<)<,<:><)< -~';- / /./ z: ~ %" STUCCO ------------ ill WIRE LATH I AT MEMBRANE ",..,~ w " , z: . '":,, <: " 0::: co ::::i: w :::!: ~ 4~ . 0 ~ if 0::: ~ <: 3: //~ @ DETAIL @ STUCCO EDGE DETAIL ~ 6)16" ~ ~~ // f,/ EXl STUCCO SYSTEM - SEE SPECIFICA TIONS CMU WALL INT. WALL FINISH AS SCHEDULED --- -.----- LA TH AT DISSIMILAR SUBSTRATES, TYPICA <1 " <I '7 d .J ,J " ,] <! " --"-~ d - --~-- --------- CONC. SLAB REFER TO STRUCTURAL DRAWINGS .u_ 'J' BEAD (TOP AND BOTTOM OF JOINT) .' /-- SEALANT ,~=~~=~~~/---- LA TH OVER MOISTURE BARRIER ,- MEMBRANE OR WATERPROOFING MA TERIAL ,j <I " <J " " -::1 <J " d " WA TERPROOFING MEMBRANE EXl. HORIZONTAL '---- ..--------- MOISTURE BARRIER MEMBRANE OR ...------- WA TERPROOFING MATERIAL .... 3" = 1'-0" INT. 11 <J PROVIDE 6" WIDE WIRE LATH AT ' DISSIMILAR SUBSTRA TES SUCH ~ AS' CMU TO CONCRETE COLUMNS TO REDUCE CHANCES OF CRACKING IN STUCCO VENEER. LJ /' iJ WIRE LATH r AT MEMBRANE (l1' z: ~ '~ --.. ----------- ---------- PAINT OVER STUCCO SYSTEM - SEE SPECIFICATIONS // ./~ ./ /' / ./ // // / / ///. ~ z: - -~tg ------4 g: 0::: ~ <: 3: . ~ ......... ~- ------------- 8" CMU WALL INT. 1-1-- ~---- EXT, -.............. INT. WALL FINISH AS SCHEDULED EXTERIOR DETAIL: STUCCO DISSIMILAR SUBSTRATE JOINT @ DETAIL @ STUCCO REVEAL JOINT @ N,T,S ;>: JI__6~ _ 3" = 1'-0" HORIZONTAL & VERTICAL ...------------- ~---------- ----/ // ,---- --------- ...______..--- FILL GROOVE WITH ~ SEALANT / /~/~ STUCCO FINISH OVER MESH // //~/ /' / I') ~~/"" ~ " '><>-.:' ~,t//> '...-- / INT. '-.. EXl. STUCCO SYSTEM - SEE SPEC/FICA TIONS MOISTURE BARRIER MEMBRANE OR WA TERPROOFING MATERIAL }.4" SEALANT 'J' BEAD (TOP AND BOTTOM) -INT, WALL FINISH AS SCHEDULED ---- 8" CMU WALL ______', j\L \/ EXl. (1) DETAIL @ STUCCO CONTROL JOINT // HORIZONTAL & VERTICAL OEIIElOPMENT C'hOFC.~€RV'C6S OEP1 ..IIkARWMER DETAIL @ STUCCO EXPANSION JOINT -- CMU WALL 3" = 1'-0" :/// INT, ,-----~// likr- 1/' f""- l/ .' .~. /' 1 .. I I .1 . I K_J (~ur-'- I" I I'. 1 I f' ' ! 1"1 ~, I I. I I / I 1/ I ~~/I / 'I INT.L==~':-'H /----- FOAM TRIM USE BACK TO BACK 'J' BEADS FOR CONTROL AND EXPANSION JOINTS, r0 /// ./ / ~ ~ ~~~ '~ CONTINUOUS HORIZONTAL MEMBER (UNBROKEN) AT FLOOR LEVEL LOCA TIONS - PROVIDE PREFORMED UNITS WHERE AVAILABLE "'';..~'::~~~~~7~' '-.,,:~ '< "j.' " ~-'---~.~-- ',- STUCCO BEHIND FOAM TRIM \' -'f /'. X ' :x,/, ',x. 'c. "'- '/ '. z ~ / / /\ ,^ ''',- <, ,:< , x . ~ l -.i ~ ..( / - e :g :> U / en Ol e .~ o ...,. 8 /E Q) 0 Ollt) OC\l en .. en 00 ~@ "28 ~C'l '0- e- ~~ ~Q 11') .. C")e ~o g-g C\I; /0 a.: a::: -- SILICONE SEALANT - EMBED 'J BEADS IN SEALANT @ INTERSECTIONS EXTERIOR DETAIL EXPANSION JOINT o DETAIL @ STUCCO EXPANSION JOINT @ CD EXl. STUCCO SYSTEM - SEE SPECIFICA TIONS MOISTURE BARRIER MEMBRANE OR WA TERPROOFING MATERIAL }.4" SEALANT - 'J' BEAD (TOP AND BOTTOM) SEALANT OVER BACKER ROD HORIZONTAL & VERTICAL 3" = 1'-0" NOT TO SCALE 3" = 1'-0" HORIZONTAL & VERTICAL INTERSECTION , __u____~1 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A Keyplan --- ---I I I i ,.-----l I , -id. ,\'1....e t; el) (' ~ ~.. ~.';"j, ~1\ ~ " '"..r~J:.'~,'....." ~ . V;~tl ... ' nl. .,''':11 .- " ~. ,';" '. - .. 'I ' '...., , , ',\.\f \ ~vi\ I I I I ._, 'I ':#'l.", .... '.. .";;.~-,,. - ....). ' (' .;> /., 'cC) , . . 1 , ;:/I~h"/<'r</ ~.:....-., rL'f".kSr.r7f""1 -,- - . ',------..! 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cfy Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 I I I I I I I L__~___~_.____________ C 2003lHESE PLANS ARE CQPYRIGIfTB) AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECllON 102 OFTHE COPYRIGHT ACT. 17USO, AS AMENDED DECEMSER. 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF 1990 lHE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSIllON Of SPACES AND ELEMENTS OF THE DESIGN, i PROJECT NO. 03540 I '---~----.-.."'_'___'_~__" ~ J l_ BPRC Submital: 03540 Date Plotted: january 11. 2005 ____ ___________n"____.._____ ________..___ _~_~______.. Date Issued: january 10, 2005 CONSTRUCTION DOCUMENTS -__..._ __ _....__u_____~_ __ n .. Revisions: EXTERIOR DETAILS A-509 ! ! I I I . <.0 I I . rr, 0 I 't"") , 4" MAX. ! TYP. I i I ! X I : <( ~ ,. J ' N J' Ol ~ -..i o It) < / - e ~ ... :> U / en Ol e .~ o o ...,. 8 / Q) Ol o en en o a.. .'0 o E ~o ;~ C; 3:0 ~~ It)@ C")LO 08 ~C\I o _ OC") C\IC\I />- .l!! c ~~ "0' "" ... e ~O e'O o Q) Q)- x- /Q /0.. XREFS: TTLB REFER TO PENETRATION PLAN FOR EXACT SLEEVE LOCATIONS - t COLUMN & RAILING REFER TO PENETRATION PLAN FOR EXACT SLEEVE LOCATIONS RAILING TYPE 1 - ELEVATION SECTION X <C ~ (2) RAILING TYPE 1 t COLUMN & RAILING SECTION BLOG DEPT COMMENTS 4 REVISION #4 - MA Y 18, 2005 CLAIFICA nON-RAILING CONTRACTOR TO INSURE A 4" SPHEAR WILL NOT PASS THROUGHT HANDRAILS 1'-7~" '5 1 '" d .1 '" ,) '" '" .J '" .1 '" d -ShQEL SLOPE (1" PER -0~!'iL F CORNER BEAD (TYP,) -----." - SLOPE CONC, @ CANT - -~STUCCO SYSTEM SEE SPECIFICATIONS -----.. -- 4" OR 8" CONC. BLOCK (REFER TO WALL TYPE FOR WALL THICKNESS) - SEE STRUCTURAL FOR REINFORCING 1" = 1'-0" . ~ . <.0 I N t COLUMN & RAILING R6 1/2" . <.0 I rr, Rl'-4" <"J, '" 11 ..; ..; .1 '" ..; "J J J .J ----.. " -- WA TERPROOFING MEMBRANE - LAP 1-~ BLOCK COURSES (TYP,); PROVIDE WIRE LATH OVER MEMBRANE FOR STUCCO SYSTEM ------- STUCCO SYSTEM SEE SPECIFICATIONS 3" = 1'-0" @ PARKING SCREEN WALL ~: ~.,. -:" . "., i .. "l ...... . ......~. .. ~~,~ 4~- .1'. ~"')t~',~" ~ 1 tl ~..... ~ t ~ ::.,,,,,,, ~' BPRC Submital: II ) " ,I : . o I 't"") ~-----'I.- x N ~ SECTION .~ REFER TO PENETRATION PLAN FOR EXACT SLEEVE LOCATIONS o . <.0 ,} '" <J ~ .1 <J .J <J .\ L'l .1 .1 <J '" d IJ '" --=-- ------ <J 4 .j <J Date Plotted: May 23. 2005 ~ ---- Date Issued: January 10,2005 Revisions: 4 Bldg Dept Comments. May 18. 2005 MAY 25 2005 . PLAN lIT\( nr rYL..OPMENT ves c. '. "i...[ARWA'l"fA EXTERIOR DETAIL COATING BELOW STUCCO FINISH CD 1'-0" = 1'-0" \;1 ((\ ( \ ( \ I \i ( \ (\ \ \ ( \ . \ ,\ II! ),\, )\ Ii )1 II ! II )1 I ~,/\ 1/ \\ / \ / \ / \ I ~ / \ / \ / \ I' ') L=r L-J- L-J L_l IW .~ L-J t==1 L-J' \ G\ 0 ~ (: !) 6)( ) ( ) ( )( ) ( )( )(.. --) ( )( ) ( ) ( ) W ( ) C ( ) () () I) ,I 1.) (L-li I~) )::::r) (:=J) IL r) I'] 1) )::J (L-J) ~ \r=lI1] L___lL~_Jl~~~___Jj____ 21 I' 1I II lU 8" rl -I \ \ J ! ( . <.0 I 'I"') 1'-4" . ex:> '~PROVIDE OPENINGS FOR DRAINAGE, TYP, RAILING TYPE 2 I - ELEVATION @ RAILING TYPE 2 1" = 1'-0" i I i I I I ! , I . <.0 I . rr, 0 I I i rr, i , : 4" I i I" I I , MAX" I TYP. I x <C , ~ .Nf REFER TO PENETRATION PLAN FOR EXACT SLEEVE LOCA TIONS --~ I RAILING TYPE 3 - ELEVATION (j) RAILING TYPE 3 1" = 1'-0" i Keyplan I WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHfTECTURAL WORK" UNDER SECTION I 02 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHrrECTURAL WORKS COPYRIGfiT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF TfiE DESIGN, <J .J <J ~ <J 1~" TYP. <I .1 -4 J <J J -J <J J .. / ., d .J \ ~<J <! _1 .1 PRECAST CONCRETE CAP <I ~ .J <J " .J .1 . <J .J <J J <J d ~ " <J 4 .1 -\ J . STUCCO SYSTEM SEE SPECIFICATIONS 4" OR 8" CONC, BLOCK (REFER TO WALL TYPE & COL, DETAILS FOR WALL THICKNESS) - SEE STRUCTURAL DWGS, FOR REINFORCING 4 d <J o " <J WA TERPROOFING MEMBRANE - LAP 1-~ BLOCK COURSES (TYP,); PROVIDE WIRE LATH OVER MEMBRANE FOR STUCCO SYSTEM EXTERIOR DETAIL TOP OF CMU WALL/PIER @ 3" = 1'-0" @ PARKING SCREEN WALL . Lf1 .1 J ..) <J .J <I 4 <J ..; J d --' <J <J J d <I -il ..) .::..J <J " .1 <J 1-1. <J " " " " ~ <J .J<J " d ..; . '" ..; " " A:J <J " .1 <I '" <! .J <J ______ d ..; .1 J " .1 '" .x /\ , F .J <J <J \. o EXTERIOR DETAIL TOP OF CMU WALL .J <I " '" ---NO SLOPE iSLOPE 14" PER 1'-0" AROUND BASE . OF DEC, COLUMN '", ' " ..; .1 .J .J <J .J 'J . .J ..; " .J '" ~ <J DECORA TIVE COLUMN BEYOND d <J .J "-I .j <J - .J J '" <J .J <J PRECAST CONCRETE CAP J .J <J " J <I -il d _J cl . STUCCO SYSTEM SEE SPECIFICATIONS 4" OR 8" CONC, BLOCK (REFER TO WALL TYPE FOR WALL THICKNESS) - SEE STRUCTURAL DWGS, FOR REINFORCING " ..) .d <J ~ <J d ..) <I WA TERPROOFING MEMBRANE - LAP 1-~ BLOCK COURSES (TYP,) EXTERIOR DETAIL TOP OF CMU WALL/PIER 8) 3" = 1'-0" @ PARKING SCREEN WALL ',,,:;:' ;/J . ~.. IIJ d.,e~,:t,' d~ll(] v'",... '....., ~ ,.... "~ ~ 'ii ~ ~ : C~$~(~'"-- ., ~2:f'>~ ",<::P;I"'~"I/!t~.6$.r~?tfJ fL:>::?"6r~kJtr"t..-f".z<f! (::..'_. PROJECT NO. 03540 FOUNDATION SCREED -, ....., 8" CMU WALL OR CONCRETE WALL -'~~ STUCCO -. '~ PAINT -~....--------.. --..,~ '~..~ ~~ -........... >~ " ......, ............ SEAL AN T -, ....~ " PAINT FINISH PARGE COAT :z: ~ w . 0 00<( 1e5 (/)0 ~t- 0::: <C > "~I 03540 CONSTRUCTION DOCUMENTS EXTERIOR DETAILS A-51 0 XREFS: mB COLUMN & RAILING ----- - .~--- _._~----~-~-- -~_._----._-_._.._--- -'- -- ,- - r-~-" . I to I . i..-, 0 I i..-, ''. "\""\~ 4" '\:'~"\" MAX. , TYP. ~'~~" '~'\ x ':~:';,l:;; , <( :2: ~=_L- ,,;,~ "NJ '''~, /' l' -7)2" I - <1 d REFER TO PENETRATION PLAN FOR EXACT SLEEVE LOCATIONS 11 cl d <1 " d ,;I ,] ~ d " <1 <1 11 L1 Li " 1l x <( :2: <1 " cl <1 4 il 4 REFER TO PENETRATION / PLAN FOR EXACT SLEEVE LOCATIONS ____J " 'i,:" '~'" ',\", -.:t, ..,"~ ~~ -~, '''i ~, 4 " RAILING TYPE 1 - ELEVATION <J ___J " '" d 4 SECTION " 4 " d 4 <0 4 d d " d SLOPE (1" PER _l~___O~~MI~L " d" <1 d " '" " 4 il d 4 " 4 4 il " " cl " PRECAST CONCRETE CAP RAILING TYPE 1 SLOPE _ -----_.~- /-- CORNER BEAD (TYP,) " ,jJ " d " il 4 cl In..... .~, .J ,', 4.l 1" = 1'-0" " <1 " cl " cl " SLOPE CONC, @ CANT "' .(j " il 4 d " " " cl ~.I . . --STUCCO SYSTEM SEE SPECIFICATIONS . - STUCCO SYSTEM SEE SPECIFICATIONS 4" OR 8" CONC, BLOCK (REFER TO WALL TYPE & COL. DETAILS FOR WALL THICKNESS) - SEE STRUCTURAL DWGS, FOR REINFORCING 4 4 4 4 " " " t COLUMN & RAILING " il 4 d 4 ,-1 <I il 4 " " " q cl " . '-- 4" OR 8" CONC, BLOCK (REFER TO WALL TYPE FOR WALL THICKNESS) - SEE STRUCTURAL FOR REINFORCING " ~ - -r ::-:~~, <;"''':~ " " 4 4 4 4 WA TERPROOFING MEMBRANE - LAP 1-~ BLOCK COURSES (TYP,); PROV1DE WIRE LATH OVER MEMBRANE FOR STUCCO SYSTEM . -- WA TERPROOFING MEMBRANE - LAP 1-~ BLOCK COURSES (TYP,); PROVIDE WIRE LATH OVER MEMBRANE FOR STUCCO SYSTEM STUCCO SYSTEM SEE SPECIFICATIONS . to I 'N .- 'I i / --J-,- =~ J' pg] EXTERIOR DETAIL TOP OF CMU WALL/PIER ~, ., 'o,":.~ -<:".,,'., ......... ~ ."".J",., '........ .. "'''''. ',."., """<, , >0,"-.. .... . ..... .,,>...... """'-' .~.~. ''.'~'', "'~, r 8" -r-----i 1'-4" t EXTERIOR DETAIL TOP OF CMU WALL ---________u_~ RAILING TYPE 2 - ELEVATION @ @ \- PROVIDE OPENINGS FOR DRAINAGE, TYP. SECTION 3" = l' _0" @ PARKING SCREEN WALL 3" = 1'-0" ""~ "., "'<,...,,~ ''''''-:..--., '." "">'. ..'...~ ''''''~..~, .....:.,..... "';-~ .........;:,.. ,,~ '.....0" '~'~, ''';.~'' ......~'-.. .... ..." ,~ '!o.~...,_~ I:: "'...~~ "'- , "....,...-.......~.'\. @ PARKING SCREEN WALL RAILING TYPE 2 @ 1" = 1'-0" 2'-1- ,..-NO SLOPE SLOPE ~" PER 1'-0" AROUND BASE OF DEC, COLUMN ~ " d cl 4 4d cl 4 " t COLUMN & RAILING d 4 ..\ 4 .d 4 il 4 ..\ 4 ..\ 4 " cl il4 cl 4 il 4 " -- DECORATIVE COLUMN BEYOND 4 4 4:J 4 4 4 d " 4 c----' r--- .--~-- .- - - < <0 I . i..-, 0 I i..-, 4" MAX" TYP. x I <( :2: ..- "NJ REFER TO PENETRATION /' RAILING TYPE 3 ELEV A TION PLAN FOR EXACT - I 4 ~ 4 ~;,<~ .1,j ,j "~~ ~.,,~~ " . L.() " d ..\ 4 cl " " d cl 4 d 4 cl <:1 8" CMU WALL OR CONCRETE WALL STUCCO PAINT d " " PRECAST CONCRETE CAP " " .d ~ 4 4 il J I' '1 " ~-, ~, R61/2" -T ,.~~ " "'''''''', .(j -'...,,~ .j 4.d '",i, I....,; ~ ~~- 4 cl "- " " ,(j d cl " . . STUCCO SYSTEM SEE SPECIFICATIONS 4" OR 8" CONC, BLOCK (REFER TO WALL TYPE FOR WALL THICKNESS) - SEE STRUCTURAL DWGS, FOR REINFORCING . to I i..-, FOUNDA TION SCREED 4 4 " " ':-..~.j 4 ~q, '~ d '"..;~~ d .. ';~~, <J ......... '-... cl . o I 0"" il 4 il R1'-4" SEALANT 4 " " " 4 PAINT FINISH ~''---.............. r P ARGE COATi - -'--. .........., .- ---'-:: -".,-~ .... " ''''''~ TERPROOFING MEMBRANE ~ " ....... ..... .:;:~ 1-~ BLOCK COURSES :2: I w " (TYP}~ ~ '~ '::~ I e5 '~""'" ..~~, ~o ~ w~ ''+~...,.. ~I ~~~~, > ' '~~~ I ~~, I ''''~''' I __~_____,..._____ '~'''''~EXTERIOR DETAIL CDl~~:ING BELOW STUCCO FINISH ~~1"... ~~~, ,;.~, "~ .",~~ -'<:~ .,~~ "~ j J x <( ::;: SLEEVE LOCA TIONS -~ SECTION ~ REFER TO PENETRATION PLAN FOR EXACT SLEEVE LOCATIONS I ~ ~ I < / - e :g :> U / en Ol e .~ o ...,. 8 /E Q) 0 g>~ en .. en 00 ~@ ~8 ~C\I '0- e- ~~ ~Q It) .. (")e ~o g-g C\I::: /0 a..: a::: ...... --_____ _.. _J__ EXTERIOR DETAIL TOP OF CMU WALL/PIER RAILING TYPE 3 (]) 8) 1" = 1'-0" 3" = 1'-0" @ PARKING SCREEN WALL Keyplan I I WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A BPRC SuB '~I: .- -D~t;-Plott;d: -.- -~~;';1-1:-2005" _._._---~-----_._,.._------ ----- .-.... -----------'.._-- ..-- --- ---_._---- Date Issued: Janu ry 10, 2005 03540 .a.eEiide.t) l-- C>~ CI ~" ~'''''' '-1\ 5",,/, r,Jt ;t"~~.i ~ rll;l1 ,,, ,... I .,..,'"".I,.".J,~i v IfJ I "c,;;. "'".' : ';)') J/~-"-- .. ~. (r)'--) ; (' /Ft:/'~.uL.L~L.,..r~/ ~..,;Y: t"'L4.-jr~9("-,1 -----.--------- ______I I G >~~. (),.. \\ ,,,.~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cfy Hwy ~A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 Revisions: o 20031HESE PLANS ARE COPYRIGHIID AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND 'ARCHITECTURAL WORI:' UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAl WORItS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WEll AS THE ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN, - -~-'--"----'-~-----'----~'---"'" ..---------. ____._.___.....___n_.__ I I__~~__.~--- PROJECT NO, 03540 __~_._J XREFS: mB ^-SC#_---_~ A_~ ~ I I I I ~~ ## I I I 916" i 2 t 6" 1 1 )2" )2" . ~ ~ "" -~ ~ ~ ELEVATION DETAIL ':, \\~. _. ", '".,",. :! Ii! ..,'..\~//,. .-- -:'/ . 0Cl 1 m 2~6" --- J 9)2" 1 FRONT ELEVATION DECORATIVE COLUMN TYPE 1 SIDE ELEVATION 14"=1'-0" @ " '. "<:::'.::----.-..-...--...- --- PLAN DETAIL '-.:I- --~ ELEVATION DETAIL 1}2" = 1'-0" DECORATIVE COLUMN DETAIL - TYPE 1 EQ, o ,I 5'-0" f ELEVATION DETAIL #-----~ # ~ I \ 3i-~- I ~ I I cr> I I I ~~- -*# ~ ~ U') 7" ~ .( . -.:I- I <D ~-. ~ @ f EQ, 5'-0" CENTERLINE OF WINDOWS BELOW TRIM TYPE 2 ~ ~ F #- # I I I I I I I I I ~~~--- I I ~ ~ ~-~~~-J-1---- ~-----* FRON T ELEVATION DECORA TIVE COLUMN TYPE 2 . o 1 114" 6)2" t<---I -------------._-- -.- I ~ /' I ~, ------~ .~-----_." ._~..- -..------ I I - ..-. -.-.. --.- - - - __.___......__~._.,__..._.. _.m_______ -- JOINT IN DEC. FOAM TRIM TO ALIGN WITH) DECORA TIVE ~ '0 d - It) .( / - e :g :> l@ o ...,. 8 /E ~~ OC\l en .. en 00 ~@ "28 ~C\I '0- e- ~~ ~Q It) .. C")e ~o 8~ C\I:: /0 a..: a::: . o I 1)2" ELEVATION DETAIL SIDE ELEVATION 8) DECORATIVE COLUMN DETAIL - TYPE 2 7" 1 '1 SIDE rr~EVATION ( ~ 14"~ . -.:I- ........ "" o I n //~ ,,/ , )0 ~b.. // EQ, 5'-0" f EQ, 6'-5)2" -------1'- 24'-0" ~ , 6'-5)2" '0 , I l I ~ ~, -- --- I 5'-0" o ,I ECORA TIVE FOAM TRIM ITH HARDCOA T FINISH, YPICAL UNLESS NOTED THERWISE - JOINT IN DEC. FOAM TRIM TO ALIGN WITH CENTERLINE OF WINDOWS BELOW R4" DECOR A TIVE TRIM TYPE 4 SECTION { // . S ,;-:> ~ 25'-4~f DECORA TIVE TRIM TYPE 3 -:..r I Ln ~ ## I I I I 1'-2" I 'b I -------- I ~ ' ~----* FRONT ELEVATION DECORATIVE COLUMN TYPE 3 ~ N I~ U') (::, DECORATIVE TRIM - TYPE 1, 2 & 3 25'-414" t~ DECORATIVE COLUMN DETAIL - TYPE 3 & DECORATIVE TRIM DETAIL - TYPE 4 I f 'r l' - 914" ~~u -- DECORATIVE /-~j~:l- ~~~ /~- DECORATIVE TRIM TYPE 4-- "'____--....... =~J;;;; '\\ TRIM TYPE 3 I _ / // -.::--.__. -'_ II;; ~ ~ ~- f l I / ;<--jC> - .' "'1[<:>;' ~-=-=-c-==-=--:=- _ ~~, ---==--=--=--:-- _-=-_ - ?i / "/.. ''\\:: I I / I\\.-JL //' :,_,' -==- ~ ~__u__.- . -~--- =~ -.- . _'1 I I /' ,-:"::-------~, \ " !!':' ~-0__. ;-:// \ ~ I II I, ' ['ILI I DECDRA]V[ li~[ ...~~," . )NNrt-.,~L~-~:~~~r==-J - ,rJ[] . LL~_1-1-1::~~~~R;~~ :J:t~r -~L:,j~t~[~~[~.r~! " :==;;,~r4- c-:::::--c-:_:--------------h [JD[][J I I TYPE 1 ---u-T I I I __,..=cccccc:,cL=c-- -=c;J lcc-M., ._, _, ______~-'-::_-=c...::=..___ ___C:.'_=-:_=_====_==--=-_-=--=.C:C:=:::=C::==.,=c, _,,:, r=-I~ lnr~r .-. ~- II.... InFrTI f~,~O~~~E~~W-Tl-l::l[nrrr=r~i-Ti1~ =r I 7 I 714" J . N ~ . JOINT IN DEC. FOAM TRIM TO ALIGN WITH I CENTERLINE OF WINDOWS BELOW ---- DECOR A TIVE TRIM TYPE 1 . <0 l' =~ 11" TYPICAL EAST ELEVATION FEATURE WINDOW TYPICAL NORTH AND SOUTH ELEVATION FEA TURE WINDOW CD KEY ELEVATION Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 02003 THESE PLANS ARE COP'fRGIfIED AND ARE SUBJECT TO COP'fRGHT PROTECTION AS AND 'ARCHIlECTURAL WQRI(" UNDER SECTION 102 OF THE COPYRIGHT ACT. 1 7USQ, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHrTECTURAl WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT ~ i'IOT UMJT~D TO THE OVEIlALL FORM AS WELL AS TH~ ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN, NOT TO SCALE CONSTRUCTION DOCUMENTS - ..d.e6idel') " I ,,~ <: (:-4 I ~ \'-", ~ I P' ;fjl-- <? I ~, ~f' I "'~;;)/f/"'""-- t"a. ('f:-; -")-') I (7h:/".,..u~L<,~.r~/ ~_:rY-r,,~.>>j~,:?(""'1 -I I i i I I I 1--- I I I BPRC Submital: 03540 r4~; , .\ :>:, - ,".; ~ . J", ~ ;, ,::tt f~. ,'.\1' ,,\ ','X\ ,.'. :,':f\\.,.v1J',.i, ", ,'.' ; I ,"~' ".," ',' ," ','J, ,i , ',:', Date Plotted: January 11, 2005 __. _______~__~__~.~___~_____ __ ___________ _________ n._._______.__. ._ Date Issued: January 10, 2005 ---- --- --------------~---------- -- - - -------------------~----_._-- -~ ---- Revisions: EXTERIOR DETAILS - ----- -------------~---~----------- I I I I I _____ __.1 A-51 1 PROJECT NO. 03540 3'-6" ---- ,------~--.-------1'_ R 12" -, I #---------------~ ~ ~ I I I I ~ ~------ ------ ~~ ----------....-------------..-------- o 00 I co w ~ t- :z: 0 ~ N :::> I -l -"" 0 U @ 0 co I ""<t" #---------~ ~ t-2" ~ I 1" -1 I I I I 1'-8" I I I ~ 1'-6" ......- ~# ...... ----- t-2" 0 R~'~I ~~ -R 2" R 1" 12" -~ 1'-6" Ji ELEVATION DETAIL 1'-9" '1"" ELEVA TION DETAIL DECORATIVE COLUMN TYPE 5 XREFS: mB ^-sc A.a -*- , --- #-------~ ~ ~ I 1 I I , ~~ ## ----- l' -1" o N co I I '.or 'Lf) #---- ----- ~ I I I I ~ . : ~-.----------_:_# I o c.o #- ----- -~ ~ ~ I I I 2'-1" 1Yz" I I I I I -c.o ~ ## I ~------- ~ 5" #------ ------ -~ ~ ~ I I I I I ~~__i_____________# ! ! , 'Lf) --~~ ~--- o <.0 \ \ I I ~ "" PLAN DETAIL DECORATIVE COLUMN TYPE 5 co co co <( <( <( -l -l -l (/) (/) (/) u- u- u- 0 0 0 0- 0- 0- 0 0 0 ~ DECOR A TIVE t- t- t- o 0 0 t- t- t- o 0 0 1 C~L~~~ m m C/) I I I ."" """ '"" l' -1" FRONT ELEVATION DECORATIVE COLUMN TYPE 4 DECORATIVE COLUMN TYPE 5 SIM, R 1 1/2" R 2" r~--:==:-n t DECORATIVE EQ, I COLUMN --------1- _ __\1':: 1"-_ . I ~ 1 12" 2" R 2" . "<t" ~ 3'-5" 1112' .~.."..- o V Tn --. ~ i.n t CONCRETE PIER I I Jl-, I 0 _ --t-- _ ___ Lf) ~ Ll ~ ~ "" ELEVATION DETAIL DECORATIVE COLUMN TYPE 5 @ DECORATIVE COLUMN DETAIL - TYPE 4, TYPE 5 SIM. 8) DECORATIVE COLUMN DETAIL - TYPE 6 14' -112" 10" I t DECOR A Tlv COLUMN I /;j) // '" .,~. ~/ "W/ I DECORATIVE DEC. COLUMN r--TRIM TYRE 5, TYPE 6 +\l ~<~.=~~~~cc'::-t:,,::>\' .".?~:c=~.c~-o.;;-r\O~O......~.>~~~o DEC . ", ,.', ,/ -., ..,' ! ! ,\ V I \ \\\1 !i / COLUMN : t1"\cd~C,,""7' TYPE 4, , .'. '. " . r-+--) I F1 I I I :_~\ 'I I I i __ (~_~'l_ i ~l ; . '-I\,;~8\J~i~J~_ I i 1'- .1 / II \ " 1--1 ,~L-.c~"L~=r _ _ ___~--__. _~:-:r~l~lIJ ~ JAN a ; 2OO~'rn ~ m I '"" DEC, COLUMN---. TYPE 7 DECORA TIVE TRIM TYPE 5 o "" JOINT IN DEC. FOAM TRIM, LOCATE AT CENTER OF ARCH DEC, COLUMN TYPE 7 3" ., -t o o -J I I \ t DECORATIVE COLUMN ! ci - It) .( / - e :g :> U l@ o ...,. 8 /E Q) 0 ~~ en .. en CO ~@ ~8 ~C\I '0- e- ~~ ~Q It) .. ~8 g-g C\I:::: /0 a..: a::: DECORATIVE TRIM - TYPE 5 KEY ELEVATION OE\fElOPM.E.NT S€.,VICf.S OEPl It' ""'WATER NOT TO SCALE i I ! I - I I I \ I ~etiideQ ~ '..~'",. ...'., (.....(l q; ~,. ; .'iI' \~~ ~/. .,,,Clt .... , F--l.",r, ,...,1.., ,.~""..,., ~ ,Va!' \ /'..?J;:"'h;.....---- l> fk; ~l"'- ') , ('" <'G~' , I f' _ ,,,,,/'or<<.n/., Y a';"i("':7,... I l PROJECT NO. 03540 ;, ',-' '>::'>:<.>"" .., /::':';.r: r.~.: "1." '~ "". \\'~ . . ,--\.\\ ,- / \ Nik'r. ii. ,~~~' BPRC Submital: 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A _._,...~-----_. -~--_.,------- -------. ...-- .-- .......,--_._.__.~_._' '- Date Plotted: January 11, 2005 ________________________ __H __..._"_.____ -___ . - -- ~"..-----~--'---- Date Issued: January 10, 2005 ~-_.._._-- -..-- ._-_._---------,.._~~._-------_.__._----- Keyplan CONSTRUCTION DOCUMENTS ._.._____n_.__n _ ~.__. .--..-...---.--- - -----.---....- '. --------.. ---- .---- - -. ,--,--_._----------------'------'- Revisions: EXTERIOR DETAILS --~,----- --------------~-------- .__~_.___.__._...._~__. ..__M____._ ____.......____~. -----., ------------- 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 ---~--_.----_.._._.__.._-_. _.._---.._------._-----_._----~-- A-512 -~-------,------------_._---. -----_._----~-,-_._----.__..._--~---._- I I I , ----------_.._--_._--~_..----------._._.._--- --- ---,---- o 2003lHESE PLANS A~E COPY~IGKfS) AND A~E SUBJECT TO COPYRIGHT PROTECTION AS AND "A~CHITECTURAL WORI:' UNOE~ SECTION 102 OF lHE COPY~IGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND ICHOWN AS "~CHITECTURAL WO~KS COPY~IGHT PROTECIlON ACT OF 1990 THE PROTECTION INCLUD<S BUT IS NOT UMlT~D TO THE OVE~ALL FO~M AS WEI.LAS T11E ARRANGEMENT AND COMPosmON OF SPAC<S AND ELEMENTS OF THE D<SIGN, -~.._------_._--j ~ '0 d - 10 -< / - e :g :> f0) ~ o ...,. 8 /E Q) 0 0lC") ~C\I en .. en CO ~@ "Eg ~C\I '0- e- ~~ ~Q It) .. C")e ~o g-g C\I:::: /0 a..: a::: XREFS: mB ^-sc ^-a #-------------------~ # , I . . . . . . I _ 7'-5" J.EL Co I -:.r 7'-5" J.EL . N i-rJ I -:.r . 1'-4" "" I -:.r 2'-4" ':.r I N 0) DECORATIVE COLUMN DETAIL - TYPE 7 0) DECORATIVE COLUMN DETAIL - TYPE 8 DEC, COLUMN TYPE 7 DEC, COLUMN TYPE 7 ~ WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 02003 THESE PLANS ARE COPYRIGHIED AND ARE SUBJECT TO COPYRIGHT PIlOTECTION AS AND "ARCHITECTURAL WOR,," UNDER SECTION 102 OF lHE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS CoPYRIGHT PROTECl1ON ACT OF 1990 THE PROTECnON INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, . 0'> . o I 1'-4" ~ co 4'-3" AFF . U') - -------1 1" 4>2" I r ~ o )4" 1--- I I I I I I I I I , 'r==================================== II II II II II II II II II II II I, II I, II II II II I, II II II 'I II II II ~ I ~ "" 3>2" -:.r I N R 10" R 2 1/2" I DECORATIVE BRACKET - TYPE 1 0) ~eSidel1(:... . /1', ~." ~('<,. t60f .... )'., ~. rot;' .... '..... ~f.. ~i.L-... ? -:td1f ('~.';).,f /,...-- ,v" /h~,-r6~,,<:,.,.~./ ________1 I ~." - .. ' I (f:;.L') ) I ~:-:;/r.,<,:;,':sa. "'f"Jf"" i .-f I PROJECT NO. 03540 _________u___ U1 I I 0'> a, . co 1 i-rJ ~ }1" R 1" <1 4 .d DECORA TIVE DEC, COLUMN ~ ~-TRIM TYPE 5 .', TYPE 6 .i. I c~ ~ ~ ~ ~'ocCC~=7~cc_j~:c<:;.c~);c-===e:~~ n~~u-:c~ r DEC, \ \'1 / , \\~bj/ ! ' jyl?r~M: )=1, CC~!=I~~. ... . 'i~oCo ~~~~=~----- I"~ I 'I' Il:jlmDm_.._u_-.,_-_u'-d---_"__- I ____HU_________ _ llibillllilli r------- I ! i:- ;J, '., ' j~W7! ) , j ,)TiTmI) )- I, II ~i:mf-".~-~-.- --)I II I (rrrr--I~~~Rffi~-=~ , ,1."'r~~__"___,~fii'_J'~~_L~~l_~ ___~__________u_______ - ------.-\ I i /1--- I I.. 'I. .. I I r J ~--~J ~=l : -~ ~~-1 ' I rc= - I- i 1_ _u______u i I i i . . b . ~ ~ ~---------------- 5" I # -_-# 4'-8" , r I 2" >2" L __ 4 4 Ll <;j 44 <1 <l <1 3'-8" STUCCO SYSTEM, SEE PLAN OET AIL OECORA TIVE FOAM TRIM THIS ELEVA TION ONLY, SEE PLAN OET AIL #---------------- # I . . . I ~ ~---------------- - -", · r 1 :1 4'-]" AFF · t . I # -_-# / '." ."~~-:;-l",.'./ 11. / / / 7\ / / /,- /' /' ./ ---,;( , / /\ 0) MEDALLION - TYPE 2 & 3 " <l " 4' " 4 <1 <~ \V I STUCCO SYSTEM Ll <1 Ll <1 " <1 4 4 " <1 .d <1 <1 " <1 " Ll " <l " .d<i' <1 <1 . -r---- L Jc R 10" ~+--.- / ~T---- , , // 11-- 1" ''', / :t/ ", " '-. '\, "-,. ~, MEDALLION - TYPE 1 n KEY ELEVATION JAN 2 1 2005 .C'lL~'- OfO CI.~ A..QwA.l NOT TO SCALE Keyplan BPRC Submital: 03540 Date Plotted: -- _._.,---_._.~.-._._', ._- Date Issued: january 11, 2005 january 10, 2005 .- . ~ :'" ~. CONSTRUCTION DOCUMENTS Revisions: EXTERIOR DETAILS A-513 XREFS: mB ^-SC A_EL ~ '0 ci - It) ..( / - e Q) t= :> U / en Ol e .~ ~ o ...,. 8 /E ~~ OC\l &> .. en 00 ~@ ~8 ~C\I '0- e- ~~ ~Q It) .. (") e ~O g-g C\I:: /0 a..: a::: \ ~ I 'in 8" 2' m I i-- --z'=4 16" 6'-6%" 5%" ~ to I ':q- 5%" 10%" 2' -4}2" i::::> _(-10" AB.QVE ROOE SLAB -1'----- i::::> @ DECORATIVE WINDOW TRIM - TYPE 1 o DECORATIVE WINDOW TRIM - TYPE 2 . N I Cx:> i::::> 5%" 2'-4}2" 10%" 9'-10>16" 2' -4?tg" 10%" 2' -4}2" 6~" 5Ya" ~---t 3'-8" 6" . OC) 4'-8" i ----:-1 8'-4" TYPICAL 0::: o PARAPET TRIM - TYPE 3 @ PARAPET TRIM - TYPE 4 J 1'-8" MAX, SPACING t 1'-6 1/2" MIN, SPACING 2'-0" I ~, \( 1'-61'16" @ DECORATIVE WINDOW TRIM - TYPE 3 4}4" ~ I '.q- 3'-8" f 1 _ (-10" AB.QVE ROOE SLAB ~ ( 1 ~ l JOINT IN DECORATIVE FOAM TRIM TO ALIGN WITH EXPANSION JOINT BELOW OR OPENING BELOW; SEE OVERALL ELEVATIONS . L() . r-- DECORATIVE BRACKET TYPE 2 l /" -'Xy Y x xX X< t -1" ABQVE ROO[ SLAB TYPICAL 1" 3" 1" fi<--: ,~t-- ~t:i / a n__'" ____~ 3}2" tn-u-r .-----~---~r _ .-------..'....-+ W" . I L() , ,..~~~';~:_______ I 1.----.- ---~1 .11,,\ %" J-.rJ. SEE DRAWING 10/ A-508 FOR CONNECTION DETAIL 8) PARAPET TRIM - TYPE 5 .-'\" I- I ! r \- EAST ELEV A liON TYPICAL I ~'<: I // 'xX ' t~/-~ 6>2" I 4}4" ! -~1: / \/' x x y -< x)< X' 'xX< )< ~ ~~>9 ~ ~ -J" ABOV~ ROOF ~6.6.... 5" II 1i ~ l~ H~~'[]L - I I I r 1 fOl] rrlli I I I 'c~ - "' I i~_cc_=5' I I ~ I" M---~~iCtl~~--~I--I.. ~I l-fOO:---I-ii)l-~-I-1 mlj rl ~ I il ! llJf _1___ I_I I ~1 I r [1 I;vf~ _ ij I c--=-c lit .7 I - O[.J I [J ~J i II~----ili~~=" I 1\lmTIijlnmmJJlLwl ~ r= (]) PARAPET TRIM - TYPE 2 r--l [----. _J___ .., . SEE DRAWING 8/ A-507 FOR CONNECTION DETAIL PARAPET lRlIl. TYPE 5 IlRAI)(El TYPE 1 DECOOATI\!: lRII.// I TYPE 1 SIll, --- ii' j[-ID I Vj~c.T1lIY I TYPE3- I II 'i I , I I i I I I NOT TO SCALE @) PARAPET TRIM - TYPE 1 Keyplan ':q- I I I n ---l l-u,l--~" 1" ~1]'" o DECORATIVE BRACKET - TYPE 2 CD KEY ELEVATION ;/~) ----I WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cfy Hwy 3O-A. Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 02003 lHESE PlANS ARE COPYRIGHTED AND ARE SUBJECT TO COP'lRIGHT PROTECTION AS AND "ARCHITECTURAL WORI(" UNDER SECTION 1 02 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER. 1990 AND KtlOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS lHE ARRANGEMENT AND COMPOsmON OF SPACES AND ELEMENTS OF mE DESIGN, .a...e5idel) ,..- <:" Ill: ,"" ~.. ...:< lV . ,:';1< \~.. ~/,..,......",..'..,..,.'.,...~,...'"'t.'..'..','" ,. ,~. ? ~ ..'.' j . ,.,. " I' I "'';''1'/. '-' ' .." .fi I' I '~))/f~~"'-- .~' ~ (f~) ,-)- ') , ~~;.rrhUk/'r~n/ .l?Y rL'kJ'J?: ! I PROJECT NO. 03540 I 1____-----,-,..---,-------.. · I L___~,~_____~____,______ :://,.,'; \\'~~':) .\.,~ --1 I I BPRC Submital: 03540 Date Plotted: January 11. 2005 ..--_._---_._-~.._-_._---- - ------...--.---.... ----------.--.---------.- ..~-_.. -.--.- Date Issued: January 10. 2005 CONSTRUCTION DOCUMENTS Revisions: EXTERIOR DETAILS A-514 l d - Ii) I < / - e :g :> U / en Ol e .~ C ...,. o o /E ~~ en .. encc> ~@ "Eg ~C\I '0- e- ~~ ~Q ~c ~O ~~ /0 a..: a:: XREFS: mB ^-sc A_B. FINISH AS SPECIFIED --1 ~l CONTINUOUS SEALANT TOP AND BOTTOM OF TERMINATION BAR CONTINUE EPDM VERTICAL EPDM LAP MEMBRANE OVER FLASHING FINISHED ALUM, FLASHING WITH CONTINUOUS CLEAT F,R, WOOD NAILER '--RIGID FOAM BOARD, FOR PROFILE SEE DTL, 3/A-514 EXTERIOR GYP, BD, SHEATHING MTL, STUDS SEE STRUCTURAL DRAWINGS RIGID FOAM BOARD DECORA TIVE BRACKET. _m___~ TYPE 2 BEYOND -'r--- I I I BACKER ROD AND SEALANT .. u__ -_.. STUCCO SYSTEM I ., VERIFY DIM, WITH APPROVED MEDALLION u>l.. I ! . , "" , I ! DECORA TIVE MEDALLION MEDALLION SIZES VARY - SEE ELEVA TIONS -_._--~- -l . I~ ~I~ --''j.' RUN STUCCO BEHIND CONCRETE MEDALLION (/) w CL >- ,- :z: o :::; -' <( Cl W :::; o t- O:: w 4- / t:! I I ~;f I ~i >j CMU WALL RIGID FOAM BOARD (TYP) ------]' / j . I CL I ~ / ':) I ~~: Ll I STUCCO SYSTEM SEE SPECIFICATIONS . i "" ' j I -"~=i . 'f. . I~ ;::f:::!-' N i7i I~___,- :::;; I Keyplan u_____. ------------l ------------~-----'l I~ ! WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 03540 BPRC Submital: Date Plotted: january 11, 2005 ------ '-'-"---'-'''-------'--'-'''---,,--, -- -- -----......-- ---- .-.---- Date Issued: january 10, 2005 l.eside..t) ~ , " t:"~ ~J..';I' ~\ ~ f.,.."fI....,.."." ~"..1,i,. .""" ? OOff/dj' .,,-,' '. ",---. .:, " -"'... ") (.,I}./~ <<V) ,,/P'/'".<6L~r:~.'~/ ~_'~7 ~h.ki"~7r" A-515 //',.'; . ~ ~.., " \,v,' \.\~ EXTERIOR DETAILS CONSTRUCTION DOCUMENTS 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 Revisions: L~___________"",.____..__. ~_ J I ---~--_______. ___J C 2003 IHESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORI(" UNDER SEC110N 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEM&ER. 1990 AND ~HOWN AS ARCHITECTUIlAl WORKS COPYRIGHT PROTECTION ACT OF 1990 TIlE PROTECTION INCLUDES aUT IS OOT UMlTED TO THE OVERALL FORM AS WELL AS TIlE ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 Ol ~ '0 o C\I It) <l: / - e Q) t:: :> U / lI) Ol e .~ o o ...,. o oE Q;~ Olo o .. en- en - ~@ '0 It) "'8 OC\l ~ '0 ' e- .- C") 3: ... o ~~ I.t) ,. C")e ~o 8'0 oQ) C\I::= ~.Q a.. a.. XREFS: TTLB A_Units-2 A_FP3 A.Units-3 A_FP2 A_FP-PEN S_Grid S_Col-2 LINE OF COLUMN BELOW SEE STRUCTURAL DRAWINGS REFER TO DECORATIVE TIM TYPE FOR ADDITIONAL INFORMATION (SEE SHEETS A-511 THRU A-515) ? / / / / 2'-4" / / / / / \\\ r ----r - : I ,> ---~{c= .. · ... fLOPE ; r 0- -----+ : :;..~ ;, ;}' ", ;:::. '.~ \ ; SLOPE ~. t-4 . A '?'. lj -..;j- I N PROVIDE WIRE LATH AT DISSIMILAR SUBSTRATES, TYPICAL CD COLUMN A-1.1 ENLARGED 1/4" = 1'-0" 3/4" = 1 '-0" PROVIDE WIRE LATH AT DISSIMILAR SUBSTRATES-\ r- REFER TO DECORATIVE TIM TYPE / FOR ADDITIONAL INFORMATION (SEE SHEETS A-511 THRU A-515) @ o w / / 3' -8" / / / / / CONC. COLUMN, REFER T STRUCTURAL DWGS. -.t, REFER TO SLAB PENETRATION PLAN FOR RAILING LOCATIONS --- CONC, COLUMN, REFER TO STRUCTURAL DWGS. (0 ~/ :, ;-; / ' ?to ~ . R !> "~ PROVIDE WIRE LATH AT DISSIMILAR SUBSTRATES ~~. N I . v . - ~ ;} 'i:-::> @ COLUMN A-2 ENLARGED 1/4" = 1'-0" 3/4" = 1'-0" /- REFER TO DECORATIVE TIM TYPE / FOR ADDITIONAL INFORMATION (SEE HEETS A-511 THRU A-515) t:: o w----4- CONC. COLUMN, REFER TO STRUCTURAL DWGS, / / / / / / 3';,8" / / /~ .r--- PROVIDE WIRE LATH AT DISSIMILAR SUBSTRATES r- REFER TO SLAB PENETRATION I PLAN FOR RAILING LOCATIONS it' h~. (9, '-~ :} ~ . "-'- 1>- . " '",~. .:} a w ~ P- -..;j- I , ;> &~ . J) - ...- (> " > .. y' ., ' ~ l- /< \ .....- ., ~---/ \"...-- SLOPE OUTSIDE FACE OF COLUMN LINE A & A,1 ALIGN. COLUMNS CENTERED ON COLUMN LINE A ARE 1'-2" THICK AND COLUMNS ON A,1 ARE 1'-4" THICK. SEE STRUCTURAL FOR COLUMN SCHEDULE. REFER TO PARTITION TYPES 0) COLUMN A.1-5 ENLARGED 1/4" = 1'-0" 3/4" = 1 '-0" 8 ~ CONC. COLUMN, REFER TO STRUCTURAL DWGS. ) ~ . ;:.. t::- /~ " '. 0- ~. ? . '. ;:. t_ t> ::...t~ /:- ::- PROVIDE WIRE LATH AT DISSIMILAR SUBSTRATES ~/ 0) COLUMN B-1 ENLARGED 1/4" = 1'-0" 3/4" = 1 '-0" CONC, COLUMN, REFER TO STRUCT. DWGS. ~ @}c .6~!> ?: . CD " . ~.'? *,. :;:. ~' I> o ,/"c" ~ BATT INSULATION @ COLUMN D.5-5.4 EN LARGED 1/4" = 1'-0" 3/4" = 1'-0" , '. (0- / SLOPE ' \ ../ \ ~ ---..........- SLOPE :-,. ./ "- , .. , . ~~ . ;::. .' o w :.-r I ~;., .' & l;- " . v,;;. t, I / - ...- l- 'f:< ~. f~ '. . ~"., ~ , - REFER TO PARTITION TYPES @ COLUMN A.1-6 EN LARGED 1/4" = 1 '-0" 3/4" = 1'-0" 0- CONC, COLUMN, REFER T STRUCTURAL DWGS. REFER TO PARTITION TYPES @ COLUMN B-2 ENLARGED 1/4" = 1 '-0" 3/4" = 1'-0" cp ~. I ~_ / / SLOPE ~ 3'-8" /.....-; ~OPE \ 0- ", I \ ~l_ o w -..;j- I " ~ ::> i> :::. .,pY /~~ \ \ I / 1... :;;.', - o ...- w ,~ " ?< t:lo. ':''', ",- @ COLUMN F-6 ENLARGED 1/4" = 1'-0" 3/4" = 1'-0" I Keyplan L 0- REFER TO PARTITION TYPES {;\, PROVIDE WIRE LATH AT o DISSIMILAR SUBSTRATES ~', r- REFER TO SLAB / PENETRATION PLAN FOR RAILING LOCATIONS ::;:. " i, f, , ~ if , :? ,,>> (;'~ / /1 /1; /j ~ E2 ,~ r==? ~I S25I "- ~' Sc) C=5 CONC, COLUMN, REFER TO STRUCTURAL DWGS, @ COLUMN A-3 ENLARGED 1/4" = 1'-0" 3/4" = 1'-0" REFER TO SLAB PENETRATION PLAN FOR RAILING LOCATIONS @-- CONC. COLUMN, REFER TO STRUCTURAL DWGS. - LINE OF COL. BELOW rr-----L-- !' ~t:-: , ;, '~ . ~ ..;j- I N PROVIDE WIRE LATH AT DISSIMILAR SUBSTRATES REFER TO DECORATIVE TIM TYPE FOR ADDITIONAL INFORMATION (SEE SHEETS A-511 THRU A-515) CONC. COLUMN, REFER TO RUCTURAL DWGS. @- PROVIDE WIRE LATH AT DISSIMILAR SUBSTRATES \ \ \ \ / \\2' -11 " \1----1".. / / / / / I / ~ 1 :~ . . ~ [> a w :.-r I ,. :> . ~, ?- !t.p. :;:. ~. - a w ./ ,(> , // SLOPE OUTSIDE FACE OF COLUMN LINE A & A.1 3 ALIGN. COLUMNS CENTERED ON COLUMN LINE A ARE 1'-2" THICK AND COLUMNS ON A.1 ARE l' -4" THICK, SEE STRUCTURAL FOR COLUMN SCHEDULE, REFER TO PARTITION TYI @ COLUMN A.1-4 ENLARGED 1/4" = 1'-0" 3/4" = 1'-0" CONC, COLUMN, REFER TO STRUCTURAL DWGS. PROVIDE WIRE LATH AT DISSIMILAR SUBSTRATES 1 %" METAL STUDS . . h . ~" 0- ,\ ' .:;;. \,," ~:~~!., I I , ~ -\/ \ ~\ \ I \ \ : \ \ ~ , 1/ _\___...J \ \ \ \ LINE OF COL, BELOW EFER TO SLAB PENETRATION PLAN FOR RAILING LOCATIONS f";; . .9 . ::- ~, ; i>~ "- ' REFER TO DECORATIVE TIM TYPE FOR ADDITIONAL INFORMATION (SEE SHEETS A-511 THRU A-515) REFER TO PARTITION TYPES ~ (jJ COLUMN A.1-12.9 ENLARGED ,--- PROVIDE WIRE LATH AT / DISSIMILAR SUBSTRATES ~ REFER TO SLAB PENETRATION PLAN FOR RAILING LOCATION CONC, COLUMN, REFER TO STRUCTURAL DWGS. REFER TO ELEVATIONS FOR ADDITIONAL TRIM INFORMATION 1/4" = 1'-0" 3/4" = 1'-0" 0- REFER TO PARTITION TYPES \ \ \ ~ CONC. COLUMN, REFER TO STRUCTURAL DWGS. SHEARWALL, REFER TO STRUCTURAL DWGS, , / I / t- / @ COLUMN B-3 ENLARGED 1/4" = 1'-0" SECOND FLOOR CLUBHOUSE 3/4" = 1'-0" REFER TO PARTITION TYPES ~ " - CONC. COLUMN, REFER TO STRUCTURAL DWGS, @-- & t, . , ::-.:: ,1> . .:;- i> 1 %" METAL STUDS ~ {> . 1> . , '~ . _ REFER TO PARTITION TYPES @ COLUMN E-6 EN LARGED 1/4" = 1'-0" 3/4" = 1'-0" ,"" t, - I WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 "\, , 'I I) t:' F;"( '. ~esi~eQc:-~% ~ .~ ~ , ,~ .... ~ ~'.' '--<; "') f,'\N 'c'-''" C~)"'#;~~ h.."" !6P-: h h, " I -?',u.~.....::7 ~ PROJECT NO. 03540 " I:';"} 4>> 2003 THESE PLANS ARE COPYRGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHfTECTURAL WORK" Ut-lDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMEt-lDED DECEMBER, 1990 AND KNOWN AS ARCHfTECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION It-lCLUDES SUT IS t-lOT LIMITED TO THE OVERALL FORM AS WELL.~S THE ARRANGEMENT AND COMPOSfTlON OF SPACES AND ELEMENTS OF THE DESIGN, ". . I ~ . @ COLUMN B-13 REFER TO DECORATIVE TIM TYPE FOR ADDITIONAL INFORMATION (SEE SHEETS A-511 THRU A-515) ENLARGED 1/4" = 1'-0" 3/4" = 1'-0" CONC, COLUMN, REFER TO STRUCTURAL DWGS. - ~ PROVIDE WIRE / LATH AT / , DISSIMILAR SUBSTRATES 0- G :.~ l> ------, I I I I I I I I I I I I I I I I _____\...J \ \ / ~ t> '::-.('. :.> II ,. ";;) @ COLUMN C-13 LINE OF COL. BELOW SEE STRUCTURAL DRAWINGS ~ REFER TO PARTITION TYPES ENLARGED 1/4" = 1'-0" 3/4" = 1'-0" ~ PROVIDE WIRE / LATH AT / DISSIMILAR SUBSTRATES [> *' .' , ,: {[9\- V- /~ :-~. ;~ ;>;:. .t:~ " ,"- \, \' "t, CONC, COLUMN, REFER TO STRUCTURAL DWGS. @ COLUMN E.9-13 ENLARGED 1/4" = 1'-0" 3/4" = 1'-0" BPRC Submital: - Date Plotted: March 31. 2005 Date Issued: january 10. 2005 Revisions: ill Addendum #3 - March 30. 2005 A-520 03540 CONSTRUCTION DOCUMENTS XREFS: mB ^-Units-2 ^-FP3 ^-Units-3 A_FP2 ^-FP-PEN S_Grid S_Col-2 ~ '0 ~ It) < / - e :g :> U /' en Ol e .~ o ...,. 8E ~~ o .. en - en _ ~@ "2g ~C\I '0- eO ~~ ~Q It) .. 8e /0 g-g C\I:: /0 a..: a::: LINE OF COLUMN BELOW SEE STRUCTURAL DRAWINGS 0- C'J I - ...--- PROVIDE WIRE LATH AT DISSIMILAR SUBSTRATES, TYPICAL CD COLUMN A-1.1 1/4" = 1'-0" 3/4" = 1'-0" PROVIDE WIRE LATH AT DISSIMILAR SUBSTRATES e CONC, COLUMN, REFER T STRUCTURAL DWGS, OUTSIDE FACE OF COLUMN LINE A & A,l ALIGN, COLUMNS CENTERED ON COLUMN LINE A ARE 1'-2" THICK AND COLUMNS ON A,l ARE 1'-4" THICK, SEE STRUCTURAL FOR COLUMN SCHEDULE. @ COLUMN A.1-5 rf:\ /-~) -V ,_~/ >< ~ / _____I SLOPE ~--------- REFER TO DECORATIVE TIM TYPE FOR ADDITIONAL INFORMATION (SEE SHEETS A-511 THRU A-515) o. l' " " tl., i> - -.q- I N REFER TO SLAB PENETRATION PLAN FOR RAILING LOCATIONS ~E COfITROl JOlfIT (0 :> o COLUMN A-2 1/4" = 1'-0" CONC, COLUMN, REFER TO STRUCTURAL DWGS, /~- PROVIDE WIRE LATH AT DISSIMILAR SUBSTRATES 0- \\ \ \ \. %" METAL STUDS \ \ \ \ 'i/" ,__~ 78 GYP, BD, ---- BATT INSULATION i;r REFER TO SLAB PENETRATION PLAN FOR RAILING LOCATIONS tr CONC. COLUMN, REFER TO STRUCTURAL DWGS, %" GYP, BD,'~ BATT INSULATION , REFER TO PARTITION TYPES ENLARGED ENLARGED @) COLUMN A-3 3/4" = 1'-0" 1/4" = 1'-0" REFER TO DECORATIVE TIM TYPE FOR ADDITIONAL INFORMATION (SEE HEETS A-511 THRU A-515) CONC. COLUMN, REFER TO STRUCTURAL DWGS. I REFER TO S .. PENETRATION PLAN FOR RAILI OCATIONS ~;. ,';, ". c --.q- I ,;:" ! - o ...--- w --+--- A \/~~ SLOPE REFER TO PARTITION TYPES 1/4" = 1'-0" ENLARGED 3/4" = 1'-0" ) PROVIDE WIRE LATH AT DISSIMILAR SUBSTRATES -.-/ o COLUMN B-1 ~ CONC, COLUMN, REFER TO STRUCTURAL DWGS, I I )',< , p.t~ 1 %" METAL STUDS _~%" GYP, BD, BATT INSULATION 1/4" = 1'-0" ENLARGED 3/4" = 1'-0" @-- o 1 %" METAL STUDS %" GYP. BD, CONC, COLUMN, REFER TO STRUCT. DWGS. ~ ~-- BATT INSULATION @ COLUMN D.5-5.4 ENLARGED 1/4" = 1'-0" 3/4" = 1'-0" Keyplan o CD 0- @ COLUMN B-2 3/4" = 1'-0" , / \'\., 3' ",...// t---~~~ - ~~~/>~~I " / - PROVIDE WIRE LATH AT DISSIMILAR SUBSTRATES ,. .' J> l~ " r,} a w --.q- I e- 6 '} ;;, ~; a w - ...--- \ // ~ SLOPE .~ REFER TO PARTITION TYPES 3/4" = 1'-0" REFER TO SLAB PENETRATION PLAN FOR RAILING LOCATIONS LINE OF COL, BELOW ,- I t I I I I CONC, COLUMN, REFER TO STRUCTURAL DWGS, 1 I I \ \ I '-. / ( '" PROVIDE WIRE LATH AT DISSIMILAR SUBSTRATES- - REFER TO DECORATIVE TIM TYPE FOR ADDITIONAL INFORMATION (SEE SHEETS A-511 THRU A-515) - CONC, COLUMN, REFER TO RUCTURAL DWGS, PROVIDE WIRE LATH AT DISSIMILAR SUBSTRATES 0) I (9 PROVIDE WIRE LATH AT DISSIMILAR SUBSTRATES -'\ OUTSIDE FACE OF COLUMN LINE A & A.1 ALIGN. COLUMNS CENTERED ON COLUMN LINE A ARE 1'-2" THICK AND COLUMNS ON A,1 ARE l' -4" THICK, SEE STRUCTURAL FOR COLUMN SCHEDULE. - --~I---t - 8 + :il 01 ...--- w~ __ %" GYP, BD, ---- --..---- BATT INSULATION ---- REFER TO PARTITION TYI 8) COLUMN A.1-4 ENLARGED 1/4" = 1'-0" 3/4" = 1'-0" CONC, COLUMN, REFER TO STRUCTURAL DWGS, ...-- 1 %" METAL STUDS %" GYP, BD, --- 0- REFER TO DECORATIVE TIM TYPE FOR ADDITIONAL INFORMATION (SEE SHEETS A-511 THRU A-515) REFER TO PARTITION TYPES-, ENLARGED o COLUMN A.1-12.9 CONC, COLUMN, REFER T STRUCTURAL DWGS. REFER TO ! PARTITION TYPES ",", ':'-..., ,>--, '~ COLUMN A.1-6;~~ ENLARGED ..11lo. 1/4" = 1'-0" "'''A 3/4" = 1'-0" .~ 0-- - BATT INSULATION ENLARGED 1/4" = 1 '-0" 0- @ COLUMN F-6 PROVIDE WIRE LATH AT DISSIMILAR SUBSTRATES //;;~~(-8~:;E/] - ~~R F6~ ~N~E~r~~%N a w - -.q- I 0-- / '. I I \ v - o ...--- w x >( '. CONC, COLUMN, REFER TO STRUCTURAL DWGS. - REFER TO ELEVATIONS FOR ADDITIONAL TRIM INFORMATION ENLARGED @ 3/4" = 1'-0" 1/4" = 1'-0" 3/4" = 1'-0" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2003 THESE PLANS ARE CQPYRIGHIB> AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND 'ARCHITECTURAL WORt(" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMSER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYIlIGHT PROTECT10N ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FO~M AS WELL AS THE ^RRANGEMENT -'NO COMPosmON Of SPAC5S ^ND ELEMENTS OF THE D5SIGN, 1/4" = l' -0" 3/4" = 1 '-0" %" GYP, BD. REFER TO PARTITION TYPES- ;' / / ~ / ,r---- CONC. COLUMN, REFER TO . STRUCTURAL DWGS, - SHEARWALL, REFER TO STRUCTURAL DWGS, 1 %" METAL STUDS ENLARGED 1/4" = 1'-0" 3/4" = 1'-0" COLUMN E-6 1/4" = 1'-0" "\~ " '--,' ,'. "'~l~, REFER";~~TITION TYPES .~" '--------- "'____ REFER TO PARTITION TYPES ENLARGED I - ....~ -~~~---_..~.-.-.-.1 I i I d,...esidel) I I ". C"~ I If$~'\ ; II~~~D"L;;~ ~,~j"~7"'] i I PROJECT NO. 03540 I I @ COLUMN B-13 3/4" = 1'-0" PROVIDE WIRE LATH AT DISSIMILAR SUBSTRATES -\ I I ~, 1\ I . I . I \ I \1 't 1',- I \ __--l \ ENLARGED -" -- - LINE OF COL. BELOW EFER TO SLAB PENETRATION PLAN FOR RAILING LOCATIONS - REFER TO DECORATIVE TIM TYPE FOR ADDITIONAL INFORMATION (SEE SHEETS A-511 THRU A-515) 1/4" = 1'-0" CONC, COLUMN, REFER TO STRUCTURAL DWGS, 0) I %" GYP, BD, ,1" '"" """, "')., ..'-.... '')." ,,~ ."" ';.-.,. "'- \'.~-" '-" ':~ BATT INSULATION ~~---j 'f:,., , COLO~ B-3 0- @ COLUMN C-13 3/4" = 1'-0" PROVIDE WIRE LATH AT DISSIMILAR SUBSTRATES \ ------, I I I I I I I I I I I I I I I I ----c..J - LINE OF COL. BELOW SEE STRUCTURAL DRAWINGS REFER TO PARTITION TYPES ENLARGED 1/4" = 1'-0" 0) I @- rn '~-;;:t;",~" @ COLUMN..E~9-"l. 3 1 6 1/4. = 1'-0. .....". , i~j;-'f, ,})~.~ ',' '.1"')" o~\: "' (:' il:~k' ; )...../1 ,j :~'") ~'~~ PROVIDE WIRE LATH AT DISSIMILAR SUBSTRATES '. CONC, COLUMN, REFER TO STRUCTURAL DWGS, ENLARGED 3/4" = 1'-0" 03540 Date Plotted: Janu' .._.-._-._~--".__._~------_... ...---..- Date Issued: CONSTRUCTION DOCUMENTS __ __~_" ______\~_-__--.-. ____0 _________.__...._' ~.___.__ \. , CONC, COLUMN, REFER TO STRUCTURAL DWGS, i:>", ~S~ t.- ~~~y:ET: STUDS ~~j~;,> 'l!:'i\'! , 'E'i.~....INSULATION . "'t~';;:_~ '~ ...:;).., '''''),,'''' ...,,,:.~,:...... ~"",)"};t1-:-.,. ~'~,..,""'. ",,\.,~- '!.~p;~ \'(,'" ";;'l<tltt,;: Revisions: ,,~';.:- ~.'" .-'..>' XREFS: TILe Ol ~ -q - C\I I.t') -< / - e ~ ..... :> U / en Ol e .~ o o ...,. 8 E 'i~ o .. enO en - ~@ '01.t') .....8 OC\l ~ -0- e~ ._ C") ~ ..... o ~~ It) .. C")e ~o 8-0 ~~ /0 a..: a: BEARING TYPICAL COLUMN FBC TABLE 709.2.4 - 4HR ~ ~- STUCCO - SEE SPECIFlCA TlONS - . MORTAR, ~- lHlCK -- - 8x8x16 CONCRETE BLOCK - CLASSIFICATlON D-2 (/) w iY <: > ~ INTERIO~~~ ~ ~. '-- ~- BATT INSULA TlON ~ '~3~- METAL STUD '''-''-- DESCRIPTION @ P-16 PLAN SYMBOL 1/8" = 1 '-0" 1 1/2" = 1'-0" BEARING CAST -IN-PLACE CONCRETE WALL FBC TABLE 709.1.1 - 2HR. REQ'D P-12 PLAN SYMBOL @ ~ ~ ~- STUCCO - SEE SPECIFlCA TlONS CORRIDOR ." , 4 ., ." ' -- CONCRETE SHEARWALL SEE STRUCTURAL DRAWINGS 44, , :'I " ,44 ,.,4 4" , , '.(\: . ' ~/ , , /.,." " ,4 ;;/~'" 'A '.., , -1%- METAL STUD ..~ -- BATT INSULA TlON <I '4 4, ,ll ." ,4 :'I ,4 .d ' " ., , , , 4 ., " 4' .4 ';4 " 4 ., 4 4' ., " .. i ~I "'- --1- LONG TYPE S SCREWS, 8- o.C. DESCRIPTION 1/8" = 1 '-0" 1 1/2" = 1'-0" NON-BEARING INTERIOR DEMISING PARTITION UL DES U465 - 1HR r-- 5/8- GYP. BD. - TYPE X -1- TYPE S SCREWS, 12- o.C. ~ 0' Q_\?\(;LVy(J(SulffJ - 3%- METAL STUD o 16-o.c. SOUND BATTS ~ to Cl ~ ,I l=:! 0> <: ~ 1 t- O z: /-~ ( ) ~ .'- ~ .~ ROOF DRAIN PIPE ~ "" ---- 3~- METAL STUD o 16-o.c. ~ DESCRIPTION @ P-8 PLAN SYMBOL 1/8" = 1 '-0" 1 1/2" = 1'-0" NON-BEARING INTERIOR SHAFT WALL UL DES U492 - 2HR 1- TYPE X GYP. BD. LINER PANEL /~ 3- SOUND BATT INTERIOR *- TYPE X GYP. BD. ~ 400CH25 L/240 STUDS 0 24- O.c. ~ 1 ~1 i )(111 ml 1\0 &IiSl \(1(\7 SHAFT DESCRIPTION 8) P-4 PLAN SYMBOL 1/8" = 1'-0" 1 1/2" = 1 '-0" @ @ o BALCONY n ' c . I=! ~< r-- 0::: /~ ROOF DRAIN PIPE . ~ to I / , \ .//-' \ // r ~ to' ~ "" DO 4x8x16 CONCRETE BLOCK, REFER TO STRUCt FOR ~ REINFORCEMENT .~ MORTAR, ~" lHlCK %" STUCCO - ~ SEE SPECIFICA TlONS NON-BEARING EXTERIOR WALL UL DES U905 - 2HR - 1 HR REQ.D P-15 PLAN SYMBOL DESCRIPTION 1 1/2" = 1'-0" 1/8" = 1 '-0" ~I ~ INTERIOR /Q9QSISI9S/9JOU ., , ,4' " , 4 4, , :'I,' 4' , 4 4~ CONCRETE SHEARWALL ,., ',.(\ .:.:...:,/ , SEE STRUCTURAL DRAWINGS <I . , . //<4 . '4 4 ,ll , 4 ;; /./4\ 'A ." ~.O to ~ I=! ~ -:.- ~ ,4 .d .,', :'I ' ".c:l ' ,., 4' ., , ,4 4 ., 4 " .. iI , A, , ., , 4 ~ ~ ----------- ---1" LONG TYPE S SCREWS, 8- o.C. BEARING-DEMISING CAST -IN-PLACE CONCRETE WALL FBC TABLE 709.1.1 - 2HR. REQ'D P-ll PLAN SYMBOL DESCRIPTION 1 1/2" = 1'-0" 1/8" = 1'-0" .......--- PAIN T // // '00 ~ o I -:.-' POURED CONCRETE 3~" METAL STUD o 16"o.c. BEARI NG CAST -IN-PLACE CONCRETE WALL FBC TABLE 709.2.4 - 2 HR required P-7 PLAN SYMBOL DESCRIPTION 1 1/2" = 1'-0" 1/8" = 1'-0" SOUND BATTS 5/8" GYP. BD. - TYPE X . --1- TYPE S SCREWS, 12" o.C. o ~ ~ ~ ~ Cl '00 2 w t- <: ~ ~ t- "" o z: ~ NON-BEARING INTERIOR DEMISING PARTITION UL DES U465 - 1HR P-3 PLAN SYMBOL DESCRIPTION 0) 1 1/2" = 1'-0" 1/8" = 1'-0" STC RATING: I Keyplan @ @ ~ o ~ PAINT STAIRWELL .//// -- CONCRETE SHEARWALL SEE STRUCTURAL DRAWINGS //'" L'. ~ ..J-1 ////' q ~ cl ~ q q ~ c:J il <1 .J ~ ~ q . QJ1QScQ\ISLQJroislslsm ~ '. -- ~1" LONG TYPE S SCREWS, 8" o.C. BEARING CAST -IN-PLACE CONCRETE WALL FBC TABLE 709.1.1 - 2HR. REQ'D P-14 PLAN SYMBOL DESCRIPTION 1 1/2" = 1'-0" 1/8" = 1'-0. . -- %" STUCCO - SEE SPECIFlCA TlONS -- MORTAR, ~" lHlCK i~ 8x8x16 CONCRETE BLOCK - CLASSIFlCA TlON D- 2 . 0 ~~I=! 00 r-- < a:: - -- ~" STUCCO - SEE SPECIFlCA TlONS NON-BEARING EXTERIOR WALL UL DES U905 - 2HR - 1 HR REQ.D P-10 PLAN SYMBOL DESCRIPTION 1 1/2" = 1 '-0" 1/8" = 1'-0" ~iin :::!i<: =>3= . -' to Cl... /-~ 1" LONG TYPE S ----- SCREWS, 8- o.C. & _~3 3%" METAL STUD o 16"o.c. ------------- ~ ~ ..q- I - Cl ~ l=:! ~ ~ I "" b ~ z: ~ o . I=! ~ < "" 0:::, 3%- METAL STUD -016"o.c. . 00 NON-BEARING INTERIOR DEMISING PARTITION UL DES U465 - 1HR - 1" TYPE S SCREWS, 12" o.C. ',,---- 5/8" GYP. BD. - TYPE X -- SOUND BATTS P-6 PLAN SYMBOL DESCRIPTION 1 1/2" = 1 '-0" 1/8" = 1'-0" /. ~ 1" LONG TYPE S SCREWS, 8- o.C. 6" METAL STUD o 16"o.c. ~, ~llol 1\ ~.\ (.,'--') (A'!" \\; (j (~/\ (~\) {i)( \ . \ \ / \ \ {\ \ _) (,~ ~ \~)~) ~/() C) NOTE: PROVIDE M.R. BOARD AT ALL WET LOCA TlONS NON-BEARING INTERIOR PARTITION NON-RATED PARTITION P- 2A NO SOUND BATTS P-2 PLAN SYMBOL DESCRIPTION 1 1/2" = 1'-0" 1/8" = 1 '-0" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ,e$1. de,l') , d.. I ,.., ....". <<>. IIV ,'" ,',',',',. ,...~'\" ~ , ~. ,. " 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 ,t . \i;.C',"I,),'_~.".,:'.i,",' , t\:\~,~:" '~~t/6i' .. ',., JJ f " -"{,::' ,I' .., .". ' 02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYllIGHT PROTECTION AS AND 'ARCHITECTURAL WORr UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDID DECEM8ER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPosmON OF SPACES AND ElEMENTS OF THE DESIGN, PROJECT NO. 03540 J ... h~___,.~... ,_..~___._,__~ ~I ~ ~, ~r CONCRETE SHEARWALL SEE STRUCTURAL DRAWINGS EXTERIOR WALKWAY ~- STUCCO - SEE SPECIFICA TlONS ., .. ,./I, 4', A, .,' "" ., ,., , '., 4, ': .II.' . ... . ,,:. ." 4 (/)0 ~I=! <l:< ~ .. 4 . ,.,,:, 4" ,., ., 4' 4 ., ,4" :'. 4 , .. '4 , ., , ' ., ., 4 ,~4~~~_~~-...~_ STAIRWELL OR ELEVA TOR SHAFT ~.~ PAINT-STAIRWELL SIDE BEARING CAST -IN-PLACE CONCRETE WALL FBC TABLE 709.1.1 - 2HR, REQ'D @ P-13 PLAN SYMBOL DESCRIPTION 1 1/2" = 1'-0" 1/8" = 1'-0" ~" STUCCO - SEE SPECIFICA TlONS r-- MORTAR, ~" lHlCK / r-- 8x8x16 CONCRETE BLOCK - CLASSIFlCA TlON D- 2 ~ o ~ BATT INSULA TlON -------1 %- METAL STUD ....~~~& ~'~'~ ~ ----1- LONG TYPE S SCREWS, 8" o.C. ~ o NON-BEARING EXTERIOR WALL UL DES U905 - 2HR P-9 PLAN SYMBOL DESCRIPTION 1 1/2" = 1'-0" 1/8" = 1'-0" 3" MINERAL AND FIBER BOARDS -OR- (2) TWO LAYERS 1 1/2- MINERAL AND FIBER BOARDS . t-- "" INTERIOR ~ SHAFT NON-BEARING INTERIOR SHAFT WALL UL DES U447 - 2HR @ P-5 PLAN SYMBOL DESCRIPTION 1 1/2" = 1'-0" ~ SOUND BATTS 0 P-1A (BA lH LOCA TlONS) 1/2" GYP. BD. (ONE SIDE ONLY 0 P-1B) 1/8" = 1'-0" r-l- LONG TYPE S / SCREWS, 8" o.C. /~ 3%" METAL STUD o 16"o.c. i- '['DO . . ~ ~~. v "'l:t' 1"""), \ . OJ NOTE: PROVIDE M.R. BOARD AT ALL WET LOCA TlONS PARTITION P-1 B DRYWALL ONE SIDE ONLY PARTITION P-1 A NO SOUND BATTS NON-BEARING INTERIOR PARTITION NON-RATED P-l PLAN SYMBOL DESCRIPTION Q) 1 1/2" = 1'-0" 1/8" = 1'-0" BPRC Submital: Date Plotted: March 31. 2005 Date Issued: January 10,2005 Revisions: I &. Addendum #3 - March 30, 2005 I "'..., ,~.. oj ;,~ -- I , '" \"I"'-.'~'~D" ;~.. -1"'-0:> , '.... ;'tor>> " 9.._".. \1 ~ ~~_) ~, --- "'lo~-W , 03540 CONSTRUCTION DOCUMENTS ow~ MAY 2 5 2005 ~ I I PININI VEL PlAENT SVCS CITY OF ClEARWATER A-521 ~ -q C\I It) ..( / - e :g :> U / en Ol e .~ o ...,. 8 /E Q) 0 g>~ ~co ~@ l~ '0- e- ~~ ~Q It) .. C")e ~o g-g C'l; /0 a..: a::: XREFS: mB ~- SlUCCO - SEE SPECIFlCA 1l0NS - MORTAR. ~- THICK 8x8x16 CONCRETE BLOCK - CLASSIFlCAllON 0-2 (/) w 02 4: (/) > W 02 <( > r~ -, I ~@ r-- < 0::: ~ "" 9SQS(S(;; ~ BEARING TYPICAL COLUMN FBC TABLE 709.2.4 - 4HR P-16 PLAN SYMBOL @ DESCRIPTION 1 1/2" = l' -0" 1/8" = 1'-0" ~ CORRIDOR .",. . . : . '. ." . - CONCRETE SHEARWALL SEE STRUClURAL DRAWINGS ~ '4 , 4 . Cl ~ ~ I=! f .~ ~ , ': " .',', '" : ' 4 " ,,<1, .. <:I ' ,<1 '/'" ~ , . ' : ' 4 ' <1 ' 4, 4 ' ,4' , ,'<1'. ,4 /' ';4 " , , ,'<1:" ~/"", .,' , .' 4 , " /' .. / , <1' 4, 4, '/ / :' ..., /~ \1 I . ~--~ ~ ~- SlUCCO - SEE SPEClFlCA llONS -1~- METAL SlUD o 16-o.c. ~- GYP. BD BATT INSULAllON -------- -------1- lONG TYPE S SCREWS, 8- O.c. BEARING CAST -IN-PLACE CONCRETE WALL FBC TABLE 709.1.1 - 2HR. REQ'D P-12 PLAN SYMBOL @ DESCRIPTION 1 1/2" = 1'-0" @ 1/8" = 1'-0" NON-BEARING INTERIOR DEMISING PARTITION UL DES U465 - 1HR Cl I=! -< 0::: ffi)SUJ9~rt)(j)S( ;...... I 0 ~ ~ l=! (j) <( a::: I I- a :z ~ DESCRIPTION P-8 PLAN SYMBOL 1 1/2" = l' -0" 1/8" = 1'-0" SOUND BATTS ROOF DRAIN PIPE 3~- METAL SlUD o 16-o.c. ~ 3- SOUND BATT // ~r~r +-".c---t= INTERIOR // / //~/ / /- ~- TYPE X GYP. BD. 4OOCH25 l/240 SlUDS 0 24- O.c. ;U7SLW))_ffiO(J SHAFT NON-BEARING INTERIOR SHAFT WALL UL DES U492 - 2HR P-4 PLAN SYMBOL 8) DESCRIPTION 1 1/2" = 1'-0" 1/8" = 1'-0" 1- TYPE X GYP. BD. UNER PANEL Keyplan @ @ (]) BALCONY . ~ co I 4x8x16 CONCRETE BLOCK, REFER TO STRUCT. FOR REINFORCEMENT MORTAR, ~- THICK ~- SlUCCO - SEE SPECIFlCA 1l0NS -~ Cl ~IX) I=! 'rj..... -< r-- 0::: /-- ROOF DRAIN PIPE / , ~ ~ <0 ~ ~ ~ o 0::: /~ PAINT / /" ST AIRYfrLL / <J <J ~ 4 L1 4 ,) -7 " ~ ~ .~"--'." CONCRETE SHEARWALL SEE STRUClURAL DRAWINGS ---- -------1- lONG TYPE S SCREWS. 8- O.c. NON-BEARING EXTERIOR WALL UL DES U905 - 2HR - 1 HR REQ.D P-15 PLAN SYMBOL BEARING CAST -IN-PLACE CONCRETE WALL FBC TABLE 709.1.1 - 2HR. REQ'D P-14 PLAN SYMBOL 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = l' -0" NON-BEARING INTERIOR DEMISING PARTITION UL DES U465 - 1HR @) DESCRIPTION @ 1 1/2" = 1'-0" ~ ~ _m______.. ..~ ~ c\OIQli9SIS1S1SlS/S , <II . . . ", ., . , 4 4 4 " ,4" ---- CONCRETE SHEARWALL ' ,<1 ", 4, <14, ~ " SEE STRUClURAL DRAWINGS , " <1", '," ,'4/' , ,~ -- 4 "/" .. ': '<1'.",," 11 ' 4", '.4,.." -1~- METAL SlUD 4 :<14": :,' "~, ",<1 '4" o 16-o.c. " " ,,', ,,':, <1 ,,' ,_ ,4/, ~4 ~ -- ~- GYP. BD .,' '<I: '", ,/", <1 ,; 4 ,4' 4"'<1' :' .>/ ..------BATT INSULAllON ~ ~----- -....()IIC)\lnnnnnnnn. ______ ')()uUUUUUUUU( <1 '4 4 ~ . Cl <0 ~ I=! ;. '~~ ~ --------- -----------1- lONG TYPE S SCREWS, 8- o.C. DESCRIPTION @ /- PAINT // ST AIRYfrLL ~// 4, . 00 <1 ,,' 4 ' <1, ,4: '''4 "4 . ...... . .. .:;~~ . <1' 44 :4~" , ' " : , ' <1., " , '. ,4<1 -, ---POURED CONCRETE --- 3~- METAL SlUD o 16-o.c. ".,.4 ~ o I ~ "" )SOQS(/~fl)S(5' )/ ) . ' --------------- INTERIOR 5/8- GYP. BD. ~-1- LONG TYPE S SCREWS, 8- o.C. DESCRIPTION 1 1/2" = 1'-0" ~ SOUND BATTS 5/8- GYP. BD. - TYPE X /---1- TYPE S SCREWS. 12- o.c. / 3~- METAL SlUD o 16-o.c. t-- ~~ =~-- 1 ~ ~ , I ~ ~ ~ 'IX) C> 0 ~ W I- <( 'f ~ r- r<') a :z .. . \iIiQl\WStSlSISIS()( my - --.,.:. x, - 3~- METAL SlUD o 16-o.c. - --------------- ~-- -- 5/8- GYP. BD. -----------1- lONG TYPE S SCREWS, 8- o.C. 1/8" = 1'-0" DESCRIPTION 1 1/2" = 1'-0" ,----- ~- SlUCCO - / SEE SPECIFlCA llONS / ~ 00 ~ IX) NON-BEARING EXTERIOR WALL UL DES U905 - 2HR - 1 HR REQ.D P-l0 PLAN SYMBOL 1/8" = 1'-0" NON-BEARING INTERIOR DEMISING PAR UL DES U465 - 1HR P-6 PLAN SY 1/8" = 1'-0" NON-BEARING INTERIOR PARTITION NON-RATED P-3 PLAN SYMBOL 1/8" = 1'-0" ________.._____~_~_J DESCRIPTION o 1 1/2" = 1'-0" STC RATING: 1 1/2" = 1'-0" DESCRIPTION 1 1/2" = 1'-0" ~ ~ I IX) /--------------- '-' ~.....J CD .....J :::::;:4: 33= to CL MORTAR. ~- THICK 8x8x16 CONCRETE BLOCK - CLASSIRCA 1l0N 0-2 ~- SlUCCO - SEE SPECIFlCA llONS BEARING CAST -IN-PLACE CONCRETE WALL FBC TABLE 709.1.1 - 2HR, REQ'D ~ ~ lu..___ . (/) I 1= --~~ ~I I - 0::1 01 .', .....J I '<1 4, 31 ~ ~ @ 4 'it ~I 4: < -' > 0:::', 4 ~I <1 U1! t:::1 ' V1~_ -+-__ EXTERIOR WALKWAY ,4 ,if,:'--;--- .... ..... l!l, : ~- SlUCCO - SEE SPECIFICA 1l0NS <1 <1, " 4' 4', '> --- CONCRETE SHEARWALL "~' SEE STRUClURAl DRAWINGS ~ ' ' - BATT INSULA 1l0N ~ ~3~- METAL SlUD '-....... 0 16-o.c. ...... -------, --------- ~- GYP. BD ~1- lONG TYPE S SCREWS. 8- O.c. .1<1 4L.1 ,/ 1~- METAL STUD <J //' 0 16.o.c. <J ~ ~/ <J ~- GYP. BD L1 / A / / <J / ~ BATT INSULA 1l0N ':.lIS.' .i' 4 , 4', ,<1-' '4 4, 4,:, 4"- <1 " 4' ,4" ,". 4, ' if '4 , <1 ' 4 ' , ..td _ <JJ _ . _4 A ~ _ ___~ <1 5T AIR~LL OR ELEVATOR SHAFT DESCRIPTION @ P-13 PLAN SYMBOL 1/8" = l' -0" 1 1/2" = 1 '-0" -BATT INSUlAllON . -. ~--1 ~- METAL SlUD o 16-o.c. ~- GYP. BD "'---1- lONG TYPE S SCREWS, 8- o.C. EXTERIOR JI~ ~i 10::: I i Ii . ~,-"- ~ I ~L---- 'i--+-~-- I ~I DESCRIPTION OEUElOPMEfH SERVICES OEPT NON-BEARING EXTERIOR WALL UL DES U905 - 2HR @ P-9 PLAN SYMBOL -:.-_.~-'~=- T, ,,' - "-::-11~ 1 ' -0" W'r:' If' (1 f.:r, j (' :. 1 .,\V! :21,,'1~, . U '-~ \:.... --' '--~! I i I ! I I JAN 2 1 (CilJ5 \l]j 1- lONG - SCREWS, 8- O.c. 5/8- GYP. BD. ~-- o :#: l=! . ~ :#: I "" I- ~ ~ ---- ------ /r- 5/8- GYP. BD. - TYPE X /:// ~1- TYPE S SCREWS, 12- o.C. / // ~ 3~- METAL SlUD o 16-o.c. BEARING-DEMISING CAST -IN-PLACE CONCRETE WALL FBC TABLE 709.1.1 - 2HR. REQ'D P-ll PLAN SYMBO' :#: Cl I=! ~ ~ "" 3~- METAL SlUD o 16-o.c. 3~- METAL SlUD ',----- 0 16- o.C. - ~ 1- TYPE S SCREWS, 12- O.c. ..~'-.~,. 5/8" GYP. 80. - TYPE X '--- SOUND BATTS DESCRIPTION 1 1/2" = 1'-0" /~ SOUND BATTS 0 P-2A / (BATH lOCA 1l0NS) ~- GYP. BD. (ONE SIDE ONLY 0 P-1B) /~ 1- lONG TYPE S SCREWS, 8- o.C. 6- METAL SlUD (\ ,~O.~ ; ~ NO ~.;" ROVlDE M.R. BOARD ..~" LL WET lOCA 1l0NS''.,- . 'll~ ~ r-- PARTITION P- 2A NO SOUND BATTS P-2 PLAN SYMBOL 1/8" = 1'-0" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2llO3 THESE PlANS ARE CQPYRIGHJH) AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORI(" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPosmON Of SPACES AND ELEMENTS OF THE DESIGN, DESCRIPTION I I -------- 5/8- GYP. BD. ~ ------ 1- lONG TYPE S SCREWS, 8- o.C. BEARING CAST -IN-PLACE CONCRETE WALL FBC TABLE 709.2,4 - 2 HR required P-7 PLAN SYMBOL PROJECT NO. 03540 ~_____________~~________.__J NON-BEARING INTERIOR SHAFT WALL UL DES U447 - 2HR 1 1/2" = 1'-0" ~-- ~i -i-- SHAFT INTERIOR DESCRIPTION @ P-5 PLAN SYMBOL 1/8" = 1'-0" 1 1/2" = 1'-0" DESCRIPTION 1 1/2" = 1 '-0" ,., '<."- ~,,::~~, ....:, ---------1 -"\, \';.; BPRC Submital: \;.... __._________.___.._u___~,____._...___ .._ '-i.,", "'\.Date Plotted: january 11, 2005 ,"';:_'___ ___,_,____ ___n____n___ O~!.e Issued: january 10, 2005 R~~~;~' . ._-_.~~._... "i\.." ..~, - -.---... -,."~;~ - ... ---- .-------- ........~ L___________,_____.____ _nJ -'-1 I d..eSide.t) I ~- C>(.) II ~,.\~\ I -I:; .~ti~:~"'- >l: "~ f.. Ii 11; ....,. __ '7 d: I /~;l/f /-..-- · · <<) /:)' ~, (7'-/ "r.4"'tc~',.~-/ P.~/c'..j,46f?6'. ~~, " "'~ PARTITION P-1 B NON~8~~ING DRYWALL ONE SIDE ONLY INTERIOR '~TITION PARTITION P-1 A NON-RATED~~, NO SOUND BATTS G) ~~=1,.~\~ SYMBOL , PAINT-STAIRYfrLL SIDE ,,-- ~- SlUCCO - SEE SPECIFlCA 1l0NS , MORTAR, ~- THICK -~ 8x8x16 CONCRETE BLOCK - CLASSIFlCAllON 0-2 .-..- . 3- TYPE X GYP. BD. -OR- (2) TWO lAYERS 1 1/2- TYPE 'X- GYP. BD. /--- SOUND BATTS 0 P-1A (BA 1H lOCA 1l0NS) ~- GYP. BD. (ONE SIDE ONLY 0 P-1B) 'u_ 1- LONG TYPE S SCREWS, 8- o.C. 3~- METAL SlUD o 16-o.c. NOTE: PROVIDE M.R. BOARD AT ALL WET lOCAllONS 03540 CONSTRUCTION DOCUMENTS /" - __ __ - - .._____ __~_ ...._._.____~_.___.___.. _'.u____ _,_ .~____ XREFS: TTLB Ol ~ "Q C\I C\I It) ..( / - e Q) t:: :> U / en Ol C '~ o o ~ o o E /0 Q)1t) Ol~ o .. en- en - ~@ -ult) ....8 OC\l ~ '0' e- .- C") 3: .... o ~~ I/) .. C") e ~o 8'0 oQ) C\I:::: /0 a..: a:: <J .d '~ @ '. i.J <! I c.J LJ LJ <! 21 .d <7 ~ON-RA1E~ RA TED \ \ \ \'-----.- STRUCTURAL SLAB .~ SEALANT SCREWS 6" Q.C, METAL TRACK .~ SOUND BATTS r-- / FINISHED CEILING (SEE PLANS) / / -j-~----------- INTERIOR WALL: W12 CLG <J .d L\ /. ~ .j PERMA'NENTL Y IDENTIFY ON BOTH SIDES-JBY STENCILING ABOVE DEC~A TIVE CEILING AND IN CONCEALED SPACES, THE STENCEILlNG SHALL READ: "FIRE AND SMOKE BARRIER-<PROTECT ALL OPENINGS" .d L\ ..\ ~ .d PERMA'NENTL Y IDENTIFY ON BOTH SIDE~7BY STENCILING ABOVE DEC~ATIVE CEILING AND IN CONCEALED SPACES, THE STENCEILlNG SHALL READ: "FIRE AND SMOKE BARRIER-<PROTECT ALL OPENINGS" ~ .~. ~\ )A ..-:-_.~ ..::;.:~ . , ""':. PERMf,NENTL Y IDENTIFY ON BOTH SIDES BY TENCILlNG ABOVE DECORATIVE CEILING AND IN CONCEALED SPACE~ THE STENCEILlNG SHALL REM: "IRE AND SMOKE BARRIER-PROTECT ALL OPENINGS" .d __ STRUCTURAL SLAB ~ 2~" "C-H" STUDS, 24" O,C, ~ 1%" LONG TYPE S SCREWS, 12" O,C, MAX ~ FIRE STOP SEALANT -- 1" GYP, BD. 3"=1'-0" UL DES U905 - 1 HR (2HR) ~ SCHEDULED BASE METAL STUD TRACK / SEALANT / FINISH FLOOR 11"%" WITH 1 5/B" STUD & 1/2" GYP, BD, BOTH SIDES & B" CMU INTERIOR WALL: W12 FLOOR 3"=1'-0" UL DES U905 - 1 HR (2HR) . 0 ' , r I v:J z <( -l CL CL c.:> Z ::::i W U Cl W t- U W : -l u-- W 0:: o t- o:: w /r@~ > l n '~_.--~ ~--'-- --~~--- .----- -------------- STRUCTURAL SLAB - CEILING FINISH AS SCHEDULED \~ FIRE STOP SEALANT - SCREWS 6" Q,C, - METAL TRACK SOUND BATTS _______....-----~ 3%" METAL STUD _~ %" TYPE X GYP. BD. --------~ --~ 3%" METAL STUD @ P-3 6" METAL STUD @ P-3A ................... -~& METAL CEILING FRAMING -------~ (SEE PLANS) ------- 1/2" GYP. BD, I ~ INTERIOR WALL: W16 CLG <! .J L\ .d ---... \1 -' ,------~~/ , ; '---' INTERIOR WALL: W12 3/4"=1'-0" UL DES U905 - 1 HR (2HR) .... ...., ....... --~'~ -----.. "'----.----. ~ -- -~=-- %" TYPE X GYP, BD, 3%" STEEL STUD ._____ %" AIR SPACE (DO NOT -------------__ TIE WALLS TOGETHER) ------.-----. -~~----------.--- INTERIOR WALL: W16 FLOOR <7 <;' ", '.......--- '''--~ "-~~. --- --------------------.....-------- RATED . .,... .., ,~.Q;) ,--, " ", . "JJ" '.... -k '.j oj ~~ '" I I I I \ IF ' I ' I i --.,..-~' ~~--~/~ '---. -- ~~ 3"=1'-0" UL DES U465 - 1HR v:J z <( -l CL CL c.:> z , ::::i W U Cl W t- U W -l u-- W 0:: o t- o:: W @~ > -1 8) , ; '---' INTERIOR WALL: W16 ) ----------~/ \ L-- STRUCTURAL SLAB . ~ CEILING FINISH AS SCHEDULED "- SCREWS 6" Q,C. - METAL TRACK SOUND BATTS @ P-1A (BATH LOCATIONS) ----.~ %" GYP, BD, .--.- SOUND BATTS ~ CEILING FINISH AS SCHEDULED r~IL RATEL r , .-._~------- ------.---- 3/4"=1'-0" UL DES U465 - 1HR ------.....---- . ~ ~'------ --------- I ~-__ I ---------- ----.- ( --~ ~-~ ---------_/ ~.----- ~---' --~.--- - ~---- ~ ,-------~ INTERIOR WALL: W15 CLG ----, .------ '-----------. .---. "-------------. ~- ---- -- ~-~.---~~ -~ ~- INTERIOR WALL: W13 CLG 3"=1'-0" UL DES U438 - 1HR , .--------------- .~- 3"=1'-0" NON-RATED INT. CHASE /-------------_.../ . -----------~' i%," WITH 3 5/8" STUD & 1 5/8" STUD 3"=1'-0" UL DES U465 - 1HR " SOUND BATTS @ P-1A (BA TH LOCATIONS) __SCHEDULED BASE ~ METAL STUD TRACK FINISH FLOOR ~~ ~ --~-- .--..----- -' .r_-__" '- l=~' c __ '---~- ---------~ ',~ SOUND BATTS ~ %" GYP, BD, ........-~ /~ SCHEDULED BASE FIRE SEALANT ~- 1" GYP. BD. 1%" LONG TYPE S SCREWS, 12" O,C, MAX ~" "C-H" STUDS, 24" O.C, STRUCTRUAL SLAB II -~ , ) , ---------.../ ~ ...--......- ~- ------ 1---------- /\ -------.~ ~~) I 1 4%" ~ ---.--~- .J iJ /.. / I 'J INTERIOR WALL: W15 FLOOR INTERIOR WALL: W13 FLOOR 3"=1'-0" UL DES U438 - 1HR 3"=1'-0" NON-RATED rill \!!!!J I I \ \ J I / ; , "< .' ." .~~<.;..... , / I I \ , , '. , , , \ J I / ,; t '~ , >~;?I ,....., . 00 I i.n v:J :z <( -l CL CL c.:> Z ::::i W U Cl W t- U W -l u-- W 0:: o t- o:: W -@~ <( > SOUND BATTS @ P-1A (BA TH LOCATIONS) 'I' ,. ; / I I \ j , ,-- SHAFT WALL: W15 " , , \ I I I ; -' -4 . ~ I -0 ~ ::::;; (/) w @~ 2 > //- A7.03 o . ' 00 I 00 , ; I I I \ --. , , \ J I -'1-- CD , ; '---' INTERIOR WALL: W13 3/4"=1'-0" NON-RATED 3/4"=1'-0" UL DES U492 - 2HR Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ". . -.' 0\:- i~/,:.' ,., 'iE, , . .., ' , , ,'-' ' " <~",/., 'I ':'}' 'I,:. ''\.. ..~Ut~~" ... '1 L 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 . ~-- ~ " 'II.' ""b/z.4Ir6 .' ~ ~ . " , ,.,':\ :\ \ '\ \..' 02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORt'" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlON ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WEll. AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, due~idE.l,h I/"~ " "'.""'("~~ ..r:' , ~ t1' J L?j}J<~~-~. ""..",." Cap: ," ",' .-7rh~ <<...?~~ I (;,{I' PROJECT NO. 03540 I BPRC Submital: Date Plotted: March 31, 2005 Date Issued: January 10. 2005 Revisions: ..&, Addendum #3 - March 30, 2005 A-522 [- 03540 !. ~.,<-. 1...' CONSTRUCTION DOCUMENTS XREFS: mB ~ "0 N C\I It) < / - e Q) I: :> U / en Ol e .~ (5 ...,. 8 /E Q)00 g>f8 en .. en _ ~@ Eg ~C\I '0 - eO ~~ 00 ...,.., It) .. C")e ~o g-g C\I:t: /0 a..: a::: <J iJ @ LJ ~1 . iJ ,cj ."1 iJ PERMA'NENTL Y IDENTIFY ON BOTH SIDE~BY STENCILING ABOVE DECOOA TIVE CEILING AND IN CONCEALED SPACES, THE STENCEILlNG SHALL READ: "FIRE AND SMOKE BARRIER-'PROTECT ALL OPENINGS" iJ ,j <J ,cj PERijANENTL Y IDENTIFY ON BOTH SIDES BY TENCILlNG ABOVE DECOR A TIVE CEILING AND IN CONCEALED SPACE~ THE STENCEILlNG SHALL ReAD: "IRE AND SMOKE BARRIER-PROTECT ALL OPENINGS" iJ J ,cj <J Ll <J <'.1 LJ iJ PERMA'NENTL Y IDENTIFY ON BOTH SIDE~BY STENCILING ABOVE DECOOA TIVE CEILING AND IN CONCEALED SPACES. THE STENCEILlNG SHALL READ: "FIRE AND SMOKE BARRIER-'-PROTECT ALL OPENINGS" ------ --- ~- FINISHED CEILING (SEE PLANS) ~. \\ \ \\ STRUCTURAL SLAB \\ ,,~~ ~~ SEALANT \~ SCREWS 6" o,c. ~""- "----- METAL TRACK '~ '~ SOUND BATTS ~ 8" CMU WALL r.- - I I I I I I I _1_______ ______ ~--.../ /~) c::=:: ) c::::=: C--..~) (~:.~ ,~ "--/-.) ~' (-~~..) 6? -~ ) ( :;.:::: c---::=;) c:d. (~.~) --.---------., c~~ --....J C.~. c___,\ (~----/ r~ r----".J (~) (<;? C;; c~' -::J C-) C:; C;:::::: c>.1 ~~'. JJtHA~_ _flATID_ _ ~OfJ:R~TJ ". ", ~ STRUCTURAL SLAB "'~~" "C-H" STUDS, 24" O,C, .~ ~'--- 1 %" LONG TYPE S SCREWS, 12" O,C, MAX ~'----- FIRE STOP SEALANT " "- 1" GYP, BD. ..... '..., ........... .... "- '--. ~ %" GYP, BD, "<=: .... ... ~ SOUND BATTS :--- ..~ CEILING FINISH AS SCHEDULED ~ ------ 1%" METAL STUD %" GYP, BD, ---------~--_.------------ INTERIOR WALL: W15 CLG INTERIOR WALL: W12 CLG //--._~ ( \ ~-~\~ ~"') ( --:=:~\ '..~/ ') . --------- " ( '~---... '--. : ....... "1 "~- _______.v ( /----,> ~/ ) ( -------------- '------/----.) C.~ .------------ --------- \ STRUCTURAL SLAB \ CEILING FINISH AS SCHEDULED ~ \~ FIRE STOP SEALANT \ \ " '~ ~ SCREWS 6 o,c, ~ METAL TRACK ............ ------ SOUND BATTS 3%" METAL STUD %" TYPE X GYP. BD. '------------- ------- ----- --..~--- 3%" METAL STUD @ P-3 6" METAL STUD @ P-3A %" GYP, BD, ............ METAL CEILING FRAMING ~ (SEE PLANS) ------~ %" GYP, BD, NON-RA TED 1 INTERIOR WALL: W16 CLG 3"=1'-0" UL DES U438 - 1HR 3"=1'-0" UL DES U905 - 1 HR (2HR) 3"=1'-0" INT. CHASE c- C~:=-=~ ~---...-/ l..__. ~-...... ) C__:) Cj C--=) /-) (~.:;:-.. ------------) r--.. \---..----. C~ ~-- 8" CMU WALL ---...... ------=--~- 1 %" METAL STUD ~-=---_n_ %" GYP, BD, ______ SOUND BATTS ._ SCHEDULED BASE f-' ,TAL STUD TRACK / ~ / _ SEALA ..... , _ FINISH FLOOR L~ '... ~ SOUND BATTS -~ %" GYP, BD, ./' ~- SCHEDULED BASE ~~.~ / / / F~,RE SEALANT - / r- 1 GYP, BD, ;~-=. 11/1%" LONG TYPE S SCREWS, 12" O.C. MAX ---:::..= I I / / /~.. "C-H" STUDS, 24" O.C. I.:.: '.' /1 :/,Ir!j;- STRUCTRUAL SLAB ~ / I / I I / / ~- L,T 1 l' -OYa" WITH 1 5/8" STUD & 5/8" GYP, SD, I _~_____________~~__.__.n____________ _,,j-, BOTH SIDES & 8" CMU iJ iJ <J INTERIOR WALL: W15 FLOOR INTERIOR WALL: W12 FLOOR RATED UL DES U465 - 1HR r-RATEf[ RATED r INTERIOR WALL: W16 FLOOR UL DES U905 - 1 HR (2HR) 3"=1' -0" UL DES U438 - 1HR 3"=1'-0" ~ /// '0!!!J " , \ I I , ~ -' ":....., "~ ,"" ..,~ " .' ~. ". .. ". ;.@ " . / . . ^ / , ,..,..;;.' " . "~.;".. oil , , I I \ , , '. 1 c:n c:n :z :z <( <( --' --' CL CL CL CL <..:> <..:> :z :z :::J :::J W W u u 0 0 ~ W f- U U W W --' --' L..- , L..- WI W a::: I a::: 0 0 f- f- a::: a::: W u@ W L..- L..- W W .e:.. .e:.. U) U) W W 0::, 0:: ~ <( > i /-@ / ,/ , , \ I I -----4 ~ -' , ~ '---' INTERIOR WALL: W12 " ,," ~ , I I \ , ,-- SHAFT WALL: W15 -J -------. -------------.. F. ) S-~~ ( -......-/ .~. --"/:------ (~-: ,,--::-/...----- ') ,..----~~, \...-.---------. " ~. ) ( ---=====' '-=:' ) ( '--..~ . '~ ------,..----------\ 7)2" WITH 3 5/8" STUD & 1 5/8" STUD I --~ UL DES U465 - 1HR @ .... "," " :",~ d ' '. ' ", ../ ., A 7,03 . .', ,.. " d / "......:.~ "". of A . <:',,:~ - - ,/, "', . "~;'::~ ' ", ,. ----t 1 I , - ~ c:..J ~ c~ c:.::==; ~ C-~ c:SJ ~ ~ /-@ / , , \ I I -' ~ , I I \ - ~---'I- 8) , ~ '---' INTERIOR WALL: W16 (jJ 3/4"=1'-0" UL DES U492 - 2HR 3/4"=1 '-0" UL DES U905 - 1 HR (2HR) 3/4"=1'-0" Keyplan ---~--------'--"---I WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 20031HESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORJ." UNDER SECTION 1 02 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER. 1990 AND IO<OWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 TlfE PROTECOON INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, UL DES U465 - 1HR 1----..- ~e6idt:.,.t}(... . (!; J'" (~S- ~ ~t'"~ ~ C~;~L'€L;;/ {;{'.;y;r;;;t:f~t:'_j PROJECT NO. 03540 i __..,__..____~___ ...._..J .j .j <J <J \ \ _/ ~---/-- // // ------~/ <7 STRUCTURAL SLAB - CEILING FINISH AS SCHEDULED SCREWS 6" o.c, METAL TRACK ---,-- SOUND BATTS @ P-1A (BA TH LOCATIONS) 3%" METAL STUD %" GYP. BD, ... METAL CEILING FRAMING (SEE PLANS) %" GYP, BD. INTERIOR WALL: W13 CLG 3"=1'-0" NON-RATED ~ %" TYPE X GYP, BD, -~ 3%" STEEL STUD %" AIR SPACE (DO NOT -......~.~ TIE WALLS TOGETHER) --------1 %" METAL STUD ..------------~ %" GYP. BD, ______ SOUND SA TTS ------ ------ ,..----- SCHEDULED BASE // r-- METAL STUD TRACK /' / ,__ FIRE STOP SEALANT / ~I;_ ~NISH FLOOR " ; L 4lf -1 - %" GYP, BD" EA, SIDE 3%" METAL STUD SOUND BATTS @ P-1A (BA TH LOCATIONS) SCHEDULED BASE METAL STUD TRACK FINISH FLOOR INTERIOR WALL: W13 FLOOR 3"=1'-0" NON-RATED \ ':,;,l J""",:.., I ......' ~ , ~:"_I ~ ',:", U)! '>~I ~t~~~, :z I """-.. BI .,~, u i '''~' 81 '~, ~I -'~~~.. ~'I ""~ ~ ,"",:::-, a::: II ,,' t::: "'>", W ~~ ~ .~~~ -I ,.~ U) i '~, ~ i ' <" <(' '~ > I,~...., " "" " . '. \ J I , -'~ SOUND BATTS @ P-1A - (SA TH LOCATIONS) :z ~ U) W Ci2 /-@~ . co I Co , , , \ J I , ~ '--'" WALL: W13 3/4"=1'-0" ----~-I I i i Date Issued: Revisions: I I i I I I I I I I L_~~___.__~___~.~.___ ---- . co I i.n JAN ! liQud liD '. ~ cJEflELO"*f.(itt ~, , .> " S}~":(fSOl:p '_ If;:; </I, 4' A 1 ':q. 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AlrrlllgCIlamt9tl - A$u alttr. t) 11tmH inUP-.ttslim nl'ltltl$>4(llflJl~lt991l4r.rmM l1ftt MSOg_wrtul t.l~ m.II.lWlil br lRln, 4UP, bitlll~d ,@r~tUiQlllrtlfmt1tllS:$t$(tttm n $PiO!ll mixH, 1ft, 01: wll~1f ll(l iMllWIioo I]tllm $.)f $A) i$fIl1M illllltl))~al'd lJ'lIGt, I)r II maxl# 1t in. 0(; l.lbtll imlllilllfll Oltm (I fir tA )i:idllktlllltllt Q)#Qlal!!tj spaO!, dtllpt4 (ll.ltrth r~$iit3t 'tllillfltllj}Jl$1llIl lJIilllloifd'timj IIl4mb'ln." H~ cQUtn:l:.;f IUit'1l1..llllnlltl ,.,slt>>tttd ~ ill. OC tit \W1_1I1 Ntt.j*iltt!'[$ ill. ff*m U<ll tIW (<f WWMil'4} CIUtllllll :I:~lt41 Olltflllp,@4 4 ill. ~m~m $ttt11tll$:l'U. CllllllUI$ StCllrt4-. u!:1I trim win ~ SU by Hi Ill, 10119 $(;~Wt or. "0. 1$ sm 'ill) ftlltl wit 4t ublC $Ii 1M sli4dh 'tits, Cfiallllilttr..IS~9* f mell!ll)lltott s1aM qf N>), U 5Im gllkl rttlll'Wlunh1tc:hM (ihllllllll' . ~, GYPiIlIl'l SJatd"- '~l/1tIt 1 ttt 8I!.9$ -Oll't kytll)flloll'l$J$ltt. Uli;j> (1)' 43 ll. ume IlIWo11, mll!'HJ W IM!J llimtIl1il)llparill.11(lU\J$$tS, "d!tl4 Uo1llu,sikllt d!inntU~ tin. l'Il'llPt S flligre.llta4 S<<WjS. S~HpilZ4 I mil):*" 12 m. tIC ilflng butd .tt4jl)!nt$ in.-! ln~ll lilllll \iJll~1f lll'l iMfil1ioll{~ ~ l)f$A) 5.4jlllllu~n'tilt4 ....uramaxof ~ill, 00 illOO9 lilJlt$ohll4.,bt$ 11M 1l1l1tfitW_ll Illslll1l1l1)1f (_$ Of $1,,)1$ 1tttll i11h i>>1I\itik4 ~Pillt, df~H..t1lM. ,*R&I'IHbilllt"41P~Um ~I.t)att.l..ti~ ImIl'IMlIlm, f-Wlllil.mlif, l'I~ . fU>> tiytl't' .;fllllm S.. ill. tnl'x bY4$ln, IdCi t4at4s~ in$tth4 _ king 4 hi ill:l:!1)1l PllTlhl to;> 1f1l$1iU, BUt laytr iItlli~Mi} 1>> '!hi r"titllt l1fanl'ld lI$iflg 1 m, 10119 T1IIt nuglt.btW $'NWS ",a"4 a mauu ill, oe nng bUlM4 tM-jt)tttaM It t!ft.d1.Ri~ liytra1lin:llt4tl) 11M. ~m.m. Cllilll'ltl$lI$ilJ' 1-61$ .u~ T)ti S tlll_4ft11l SQ@mf .~~ Illltx>)f$ ill. 0:: Itl ng ..l.h M.jHltl W ilJ UlHilll. $CNWS _i,.rt4fr,. till fl:l8}'l;l Htll.lllS, PaGe laytHldtill4 till) joims \'If:l!lta m it Hill. tmn lllIs diytf sill@ alldll! lld joilltS. C,MAAOl4.N GYPSUM COMPAN\' - Typi$ C, IP.X~, IPC 'M, UNITED STA7E&G'lPSUMOO -typa~c, 1P.:x!, IPC-Wi. l.ltG ME>OOO UDEC V-TypuC"lP<l(~,IM4'1i. 7, filliltl~~_ -(Notlll.IMl),....\Jbyl, llrYfltpr,ml~j.ll1t~.1itl4" iPplit4. 11m ,,,irt$~ ~mUM SO'.<<HltlWs.; "tit.', 2 ill, 1lI~, t~MMilw "Yllf ofOlIft'i)lllllI (iOllf illlj!'lilltS, A'1 ill ~midft, nom 31H In, 1ll1'l utM@f pllImt fIl.ilyb~ ~'td ~ tht limit. $lIl'fat;t tif m$Ullt nalbl'llU4, *, BIllb 3MS.IlIB"- ~"llillOt1l1t t Hr.l'Il1tt9~ . Aay'lli\ikllil$~ lnlll"lIIllO~1 tt gl$stlb4l' la$lIllltl*"lljlltil'1llt VI. CIU$iltid)lJ Miltbi f9r $lift', 800dtg Cll.,a~nk:t. !flill~ a limt "'l'l!li14 Uti" .,~s ot,It$$iIl4 a sm/at $,1U4lJ11llit!o)f5fj Of 1t$$,lllSl.llitfull ibt4lB '!h, ~_iI $J'IIC~ 4lQM WJef 1M N$i!m .;ft'nfl~"'YP$um wlI16o". 'titllg m~<<$,.nIL -_11 fllr lilt 14 Q tit !'Innis-Mill t'1~ In. 1l'litj; J1i$$ tll)@r iUIlBtllll ~Min91tlt lJl C Iist_1>> If Ualtill' M $Il~ 8Qfmllg Clm'i~rirtl($, tl1t\tft 9 i .amt SpfUiS tJilat OUS o.r h $$ 11114 i $mokt 4ll'ti4 iJlilllt f1f S<l+t It$$, !#$lIlallMliltttcl iUht lXt lJ..tliIt41/ia01,dtlpf:4 .l.Ie rUl Ht"ltlltdlUlltl~tum ~.t4laimg mtll'llltint, t-A WOI. Pill MilbJrlal" - jIJ; iUI il~mallt 1>> Iltm $ ..... apliOPilIf$r U<<! 1 tit ftatll'S - My 1l1<<:kl'ltsS ofl&oSt It midftrillllitlldftglllt lit C.SSilia~1I MI. lOr SlllfaCi Burlling CllllfRtlr~C;llalJill' Iftimt ~fU4 lHiUt Of 2$ 01' lus an4 a srli)ke $ptiM I.lIIIlt qf $IlM t!Sf, 11l$1i1itf11l-D4 III 1IIUOOOlllIU t~li'll. 4g~" .utr1flt rli~ltllt dllml~yt-$Ilm l.lAlu..a N Ollill9 milm~r.at, Ml.4ft'tt)t'J {l)t1llt 141:1 lit, RilIngl . tAillll.111 In, lII~klltS$ (If _ott iillm_iil ~llg '!ht Ul Cl'i$sjtatlOlJ ~ ~f 5Urfi~t flUme, Cl1lllidlUiats, lllujll9 ailim upI'm 18 lit ~ 2$ i)r le$S 1M a ml~ $pI'til4 IIII1tt Of n w .SS. In$llIMII CM ill1tlt 'lfnt.:til~4 s,a;;~, illaJIM Wilf ~ ft~ ClIllIlfttlbjj'psum t\!l1~!'I1I III QIIIlI m~mllrant, ...lerllx$Ceilillg I1kWIlbeM -H+tShllJl. 9, ~I FfilIlIIIl,...mbtll- 6. Main Ititll".-IMI.ijP~.ilMkilIllt'$SlrIi_alsteltl Mell'lbilH - NI)llt 10 ->>12 itll).~, 1 Stl, III. Ill' Hit iB. li.il!. iII,e, sp."4UOC. tAaillV.klt ~ i milJ (If 2 m. i\'lMlIb01tlltll mMll (ilfS!tlb..1Bflir sttllIM@ll'IWtf_ 12 SlA.G galllS.'thlll.lN. ~ 1~1M tt mnot4$ Ie Ot.. b, trou.. €H e_il911i .... Mom 4ft1Qll!,l, t6m: in, Ilt HI:! ..llillt fa". (If GrO$$ tllitlllltl$, llllm 4it1M9, Hit la, will. fiCe, illmllt4 ,.lpttllJiGllU ~ ItUiin rllllUl'$, S{lIiCtl! 1$ ft. tIC. M4tlll nil ~ ssttts or 'Illllllldt lI$t4 ;13 iB, tonh ~ sidt (If t.ul1U l#Wl;W-Utl 4J;o1tltS. nt !J'o:$$tt~$ ~t Cllillnltlsma1~ ril>>ti40fS"'II.l.~l<<I4 ~ 1lI, ,na'ill!!!It ~r dlillMlfo f9l:iftatt 1l1t _ 9 iIu:1illi'liill. f;, lA\iIl allgl(ll)f tlball A$" -lJst4 1(1 t-li'~l) IBtt,lfrilmi1g mtmlm tr14$ Illdi\H$C~datIlm tBhflllll 9ypsum oMaN - Mill MUill.1ft.... ,.irt"!Hgal_1li2lt41tllth~.w~ 1 ill, I@ssor mjn,.U1~ il,1Ilio;t; ~4IItga~alli:tild Mltllalm,IWilsat tI}' 14aby1 llt,r!)fik, diGtltll 1$ vaht atp'I~Hlf l:tfillgwlllf6nw It 16 b. at. ' ca;. ItflTiftPR'- CWOF CO: !RC-T)1ltOGt(lrl'i.X uoo IflJ1!!ROR$INC-T)ptDGI. $r~X 1#, Gypllllll8)jiljIj"...I'\Hl.l$t . ~'Hln9UtmftlS(ltmlj)ll.tlltB&1l1tUM eftllkttltli{lttm'*)ift 1It)t li$td-OlM liI}'tt(lfllllmlntll $" In. D1i1.it by<< is, w4t twlU4s.1n$TAh4 witt tln9 4imtll_ 't....lte '!htmam II1I111ilt:l:. tllJrllhlf4 fa~lltU~ ~!f~rI)SUU lit dliMtI,,,,, '!Iii' wal&1oaf4 $~f#$, ~ij".!Ii $<<tWlo.._ atilt IIlN$'U 011\. Q'o$$~UtdlalllHl\ .1Hl $"". bQl*41~ ~tif(lmaM on U(ll$l4e ~1M ..IOU mt ~f dlllMtllllid iplill, lI11d (lilt $Ql!W ~t41.Hi ilt ffolll ~ I!IIltll)lltt.l Sllt j!'llllt t:xaphtlllilll)Oil'tl wj)ll1; wlllt.(tlltIl tC,.ws tlllilllt IQC~ on alttrlldllJ $l4U" Ilm'lWlt _t, At 1!II1[>(\al'4 ~4 jt#iltt, WiltQliN $<<tW1 tllall H 1Omt\111! ft. fI.m1M jOllt ~Wl)ill'll flrttllU 1$ mitt rilmMl'$ wtlt WlI.~N $C~UG 1 /2 ft.1rmn S~t )li1'4; 1Ili4W'Y utAlttll illttl'$~ll$- _ /;II1$HU$ Of 41.S.tl. (1$ llt. Oe), tMj.)lllU # ~..,.tI!Hl;tItt(\aMtfI_ $llMI.t tlaU~fi. Mt~$t_ ~~ m.. fMJlt>Oif4 :m t<<t$tcrtw ...IlMto,ltg'!'If _ ..,iii . waltnrt t<<iU\$ 'SJIi't4 12ill, oo.J(,ftt11ftiltU aUi$:Cftltt411l ,.m 1. ~HIl$1! w1tl ~l Ffiim!ng M*mM",ll>>m 9)WJltll _. 311(J 8.11_'" ~m $)lili llst4. ~iitill!,l$ Iidt41n1 tint- $~ ll, '!hIll); 4.ft: 11114t; illtlallt4 wlll 1+119 4mtft$>>n~lIlptlliJl4l*,rtD ,I;l'tl$$1hS _ sift joinU c@llttlt4 IiWfl$ maill 1'UM~lnll4ll1l4 j)tltt e~lIttt~ lIJ)ngctos$1Mlt$, Fi~IUli1~ /;II1sitits a'" 1ill klllg ~tJ ~lil\1 $<<4W$$fli(~ HI, cc h 1lltliUl W ~ilt cc abll!J tllo1 J.>intt.l"Il~iJ 11'.1 mllll! llmlllllS' um 1 ft. bll9 UJi~oaf(l tQ'@w$$fIUtdmltlwiyt!@tWIIIU, CtotStiU, $4'ilMlWll9 :Uft$IIti.o1 tnclsl)f OOllll1npllllt4 $~ tot.t m. from boar4 ~ 4gt. EM joilltS of1ltu_ufS ;:Ilal lit tlaSftrd uittl SfIildIli .elWt~1l jom 011 ilfjll.';tflt b*iti.!$llot ft$$ a.11l4it tIC, CANAOIM4 GVPSllM OJ"'!'A Mt -TyPlf C; lp. ~,IPC 4ft UNITeD ~.4. res GYPSUM 00 - T)'pt C, IP~, If'll''>AA 1I SQ ME>.'1::0 SA DE C V - Ty~i e, tp.xz,lPO'M'l @ ROOF/CEILING ASSEMBLY UL P537 @ Design No. U492 Nonbearing Wall Rating-2 HR. HORIZONTAL SECTION GENERAL NOTE 1. Side, Floor and Ceiling Runners-"J"-shaped, 4 in. wide with unequal legs of 1 in. and 2 in., fabricated from 24 MSG galv steeL. Runners positioned with short leg toward finished side of walL. Runner attached to structural supports with steel fasteners located not greater than 2 in. from ends and not greater than 24 in. OC. 2. Steel Studs-"C-H't-shaped studs, 4 in. wide by 1-1/2 in. deep, fabricated from 25 MSG gaLv steeL. Cut to Length 3/8 to 1/2 in. less than floor to ceiling height and spaced 24 in. DC. 2A. Steel Studs-(Not Shown)-"E"-shaped studs instaLLed in place of flC_HIt - shaped s~uds (Item 2) to secure the closure Uner panels at theends of waLLs. Fabncated from 25 MSG ~alv steel, 4 in. wide, with one Leg 1 in. l?ng and two legs 3/4 in. long. Shorter legs 1 in. apart to engage gypsum hner panels. Cut to lengths 3/8 in. less than floor to ceiling height. Sill and lintel of opening formed with "J"-shaped runners (Item 1) secured-shaped runners (Item 1) secured to "E"-shaped studs with angle clips and steel screws. 3. Batts andBlankets*-Nom 3 in, thick mineraL wool batts, friction fitted between the studs and fLoor and ceiling runners. Thermaflber LLC- Type SAFB 4. ~aUboard,. Gyp~um*-l in. thick gypsum wallboard liner panels, supplied 10 .nom 24 1~. wldths. fanets cu~ 1 in. less in Length than floor to ceiling helght. Vertlcal edges lnserted 10 "H"-shaped section of "C-HIt studs. Free edges of end panels attached to long Leg of "J"-runners with 1-5/8 in. long Type S self-drilling, self-tapping bugle head steel screws spaced not greater than 12 in. Oc. Canadian Gypsum Company-Type sue United States Gypsum Co.-Type sue Yeso Panamericano SA de CV- Type SLX. 5. Wallboar~, GYPSU",!*-3/4 in. thick, 4 ft. wide, applied verticaLLy and secured Wlth 1-1/4 In. long Type S self-dnLlmg, self-tapping steel screws spaced 8 in. OC along the perimeter and 12 in. DC in the field. Screws along side joints offset 4 in. Canadian Gypsum Company-ULTRACOOE or Type IP-X3. United States Gypsum Co.-UlTRACODE or Type IP-X3. Yeso Panamericano SA de CV-UlTROCODE or Type IP-X3, 6. Joint Tape and Compound-(Not Shown)-For use with Type ULTRACOOE gypsum waLLboard - joints covered with joint compound and paper of mesh tape. Screw heads covered with joint compound. *Bearing the UL Classification Marking ALL 2 HOUR WALLS TO HAVE BLOCK CLASSIFICATION D2 Design No. U905 Bearing Wall Rating-2 HR. Nonbearing Wall Rating-2 HR r- 7.5/8" MIN. , , @ 1. Concrete Blocks*-Various designs. CLassification 0-2 (2 hr). See Concrete Blocks category for List of eligible manufacturers. 2. Mortar-Blocks laid in fuLL bed of mortar, nom. 3/8 in. thick, of not Less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement voLume). Vertical jointsstaggered. 3.Portland Cement Stucco or Gypsum Plaster-Add 1/2 hr to classi- fication if used. Where combustible members are framed in waLL, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concretebloc;ks (Item 1). 4. Loose Masonry FiU-If all core spaces are filled with Loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repeLLant, vermiculite masonry fiLL insulation, or silicone treated perlite loose fiLL insulation add 2 hr toclassification. 5. Foamed Plastic*-(OptionaL-Not Shown)-1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). Celotex Corp.-Type Thermax *Bearing the Ul Classification Marking Horizontal Section BEARING & NON- BEARING WALL UL U905 NONBEARING WALL UL U492 Keyplan I _ WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1 785 5365 E Cty Hwy 3O-A. Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C>2003 THESE PLANS ARE COPYRIGHTED ANO ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTiON 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDW DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, <%,.;, ~{;id,' ~ll .' ,",.',' t;>~ ~ '~ ~' ~ ,~,'.. - & ' <y "'\'1'- "',"" -U.4., /~<<-. , -",,-,,~, ""..'.') C;?T.ri,,,<t:a.rftc#?pd' @A~~J~?<ffl "~ . ,", I" ,<' PROJECT NO. 03540 CD I L_ ~No. U447 March24~ '2003 :N'Dm..mc WallLdinc-l, 1~J.i2 or 2& (See 1_\2) U' *1 =~-;:J9!@ ti{ 11" (i') ~ h.~'.' '\,;,/ @~.:;, j 't;zr/, it, ..,' ',"'"",, ~ ...., ".. . " .r-' i '.~'-R. . !t~l~9!!~;~..f.~erfQH WRncM. saCflOtl v.">>.~X: : l" ;"~XVN-~:,V;'~:~VM~. '-, (51 /f", f., ~, \3; .~.~".......~~ ",~1Lt;'~'!' ; ,,; !;L~ ;...<~ W i;l ':~"'. ?v.". #4 41 '>5-\ CaY t,.~..".y ~\...:-,...;",i; ........ ~~~g.:!'1mt, " V.nji~LII~TlOM , 1, :n..r~ -Chw:.l.;haPld, :3inwiMwitlt l*ll2in ~~. :rah~ mnNo. 25 MSG gal~s_L :1. MiJIeral_ F... JJoard - Applied verti.c~ywithbu.tkd jci.rb seo.ued with aihesive (I i!ln\ 5), FJ6tered b eeilingw $ide ~ (Item3)with3--112 in ~ 1/4 - NGt 2J hiM ~ Odb $p~ed 8 in. OC mlloca~ :314 in i10tn tlwt~, ForUu.irc-2*3tSin tlU:k(nm.)mimwmlf:be'boatds. 4ftwide m.i.J\\~ amin ~taPd9Nityof'18pcf For l-JI2h.Ntinc-3in. tlti.ck(min)mimwml fbtrhoatds, 4flwide :miCi~m.~ atWt4lvw.def5Uyd18pcf. For2 )uwtq--:3 in tl1kk(oov nlnnal mifiber b~. 4 ft. -wid~ ma.x. ha~ ut:inav.'4€& da;mityof~ pet S.:3 in (ll'IirQ laY'$' orM ~ ofl.lt2 in. with~1edjoints. JCIJNS:M.ANVlLLE IN'fERNATl<J.llAL INC- Type $uperFimlIilf!)-:&ards imts~.a i:n:~:tioJ'we U!t :emrlotd "h ~norU$~" ,P..abaoDrimte 1I si1icom e:t.W.lsion w hI! a~at a. late dl50 SQ. ft per gal in ~~@Mth mml~S imttuctir.J11S 'flhirJt~tb! p1O&lct. 3. aiInc- SI1eR~-2by2 in. ..a'@lu.(..Iie_a&mNo, 22 MSG ~<llvil1i:zsi 1:\>i@1 4, ._-1 in. widebylt8i:n. ihiclc sieQ)" 4A. ~* -(liot Shcwn;lAdl1esive mayhewed as an altema.te tl:\ 01' in addition ~ tM splinu (Item4) onjoinl$, Applied kl 'both$id~ dtl1ejoinu at an ap~tiotLtate d5.4 kl6.6 galpar 100 sq tl CALSlUTI.J1USTON INC- ~C~iJite CALBOl-JD. 5, Adhe.Ar~ -Joints nu tenJilouryscmv holes fille:l:l n cO'Ye1'b:l withadle$ive, CALSJLlTE*RUSTON mc- Type C~ilite CALEOND. 6, T -'01'8l7 F arirdllliD -(Not Skwn') - Wallboatod SOfI'IN$ 3 Ut b~ kl k:J.d do.tl:> >>:la)'lrtB ofl-1t2 in b~ m pla:e while ~ive OJreS, So:eN:!I >Wli 1em::lYed WMn &i}e:!liw lw 0ll1!d. SC1eW~:!I ua fillEd with' int c NONBEARING WALL UL U447 ~,"^'l..--;) "._.,,~ ,I< '.,',;. ,-:--, ,__, ~. I,,,,,=> . J ~' '..., ", I, , " ",. '71. -"1 II; .....,..j. ;.r~"lI ~ t '1:...LOlI ~ "-l;<1f;' ...v_'~ ,'.:.L"} BPRC Submital: Date Plotted: March 31, 2005 Date Issued: January 10,2005 Revisions: CONSTRUCTION DOCUMENTS 03540 3 Addendum #3 - March 30, 2005 rn ~ow~ MAY 2 5 2005 A-523 PlANNIN & DEVElOPMENT SV S efT\' Of eLf APWATER f C\I C\I It) I <( / - e Q) t: :> U / en Ol e .~ o ...,. 8 /E Q)00 g>~ en .. en _ ~@ Eg ~C\I '0 - eO ~~ ~Q It) .. C")e ~o 8-g C'l:::: /0 a..: a::: WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A XREFS: mB f'ihl ~.i1ta1109 R.tilglI. ANSl'Ul2& DEign tt>. PS~ f't/.lruary n, 20 OS R.caim<lAIII&mb~ Rliilg"'" I and 1-112 H'(&t. tellll6.s andSA) unrElll1ll1in.., ......mtl~ Rlilng -1 31t2 1-1I2H,( setlt$mu.s;a/ld SA ) :: 1': ,.._,"""."......."'_,~"......-""_'d"<~ ~","..-~,. ."~'.",.-.,"'~, ".,-. .__ "f'" :~...-.~-,....,..!Ct; l:ll-'" -- . -- .. i ' I r ,~,.....,.,. ,. - .,,'. I '''.'_'M...., " 'it.... ......" _', ""'. 'l:...,,,, ,'# 'If' 'q. , ' . II ". l,.~:",j~~~;,~:;~~..;;;:~~):~~WAVi:tI~I.."'.,-, q, it) Ii . l'~ .. 3"' .j. 3" :6\ ,,5,' :5; . .' -~ "<'.-,,' End Jamt Detail 1. U IIl<< ura I ;ieel Mtm 1>>,," - P rt-ftlbri:itt4 IglIt1au 9' $lUI1fIl$$ s~m cOluiBlIg of 0)14-fo'mt4, gU,J.mzed stttl CM N aM weD siCtions. rlllsseSfabriCimd it WftoUS si2le s, 4tptJ1S and 1011I uarious Slteltni~.esst$. TrussesspaOt(J iI mil;(ofCll.l. 0(;, ITS:: STEEL IHC- T)'pi Gus TillS:; 2, Brk1gilg -[lht5hol.\ll)..... LoQtion oflterallHiGllt fl)rlNS:; c,,*r4 i1nd web St"\\IIHO lit SptcilIt. 0Il1NS:; tngillttrilg, \ $, RcIof.)tl$m<<- My UL taus ~ 8.' C Re(lfjng sy.m (TGFU).r ~tar.4RoOfC~vtr.., (TFlACZ) at:ctptl blUor use OUtr Rom 2$42 ilI,lII~' wood SlrItCllral pantls, min gradt '''i\''or "Slmlling", Nom 2$1$2 ill, lIi(j; wood $Uuclllrll pallt~ lIItdlaniq,lr fisttnU 10 top d10N of sttel\, . O'ussu wlJ/ fa$tlentlS ~.'ed i miXOf' 12 in. Ot. As ill o~on, lIlt /1.1I)04 lIruCllral putts may.. i1lfll.1f 10 mill 2091. $tIeel purtils'I $tIeel hilt \ Cbinnels. S1ttlpu nilS 01 hlltl;hanntls1o lie ..Ctd II IlIiX 24 il. OC IInd wHlt"'r mt.ni<aly ~$tIe8tIf, 1rusuerse1o steelro(Jf1lllSSiS (Item 1) $.0. UG&l Roof Deoll- Nl)t$hovm -III lieu ot or.. add6>n 10 lIlt /1.1I)04 Slrudlllill pilntn described ill Item $, lIle stetl lUff"" lIlily <IOnsirt of (onllglltie4 orftUlil!4 stulfol'll\ units, milmum:ut6 i'/, dtep, U'MSG ,aintd O'gtlHllUl, welh4 or meClliIii:allyflstened IU mllX 1Ul. OC 11> 11I41 11 P dlol\t of tI e roof 1/Ilssu t1k m 1) Wt en used illilddilion 11> tilt woOd $111I du fill pill elHt $:flot d Ilk m $, ads aIld Bli.flefs (Item *) is op1iatnlt,lAIIen Used lieu ~Ule wOO4 lIrudurlll panels des/Jitllf!lt in ~m $, Bans: and 81ank~ ~tu1 $) must.e US@4 aM 11M: C'S$ A, B or C ftoolln, S~m mu:lt i1aUdu mill $t\l ill.lIli:kIles:$ Of f(l(Jfiasulllion or 102 ill. lIIi~ness ofC.lS~ifiedOluncliIssilifl4 g)'psum t1OilNs.lfpo.S1)","e roOfmsllliIliOll i$ used, t must be iJstilll4 ontop of it min 1n iJ,lIIh;tnus ofCllissilifld or uncl'$sltd gypsum /.loirds. $6, '!it.. "kl\)r3~ For.. Vnll" - As an 1b:lllIte 10 Item SA - min 2$ MSG piillteh' 'i1I11 unts wellehr mtehaniGilllyfil:l1ltned mllx12 in, Ot t(.llllt top \'lioN ofllUssts (IlIem 1) lI\I1en U$e4 in lII4tJiliIn )) 1Il. ~04 IrUdlltll pn"~ ducthd ia lfim $, eaUs a/lf 8Ukttt lIem *) 1$ opt>>nu lIIIltlJ u~td litu of1l1e woOd S1fUctllril ""'S ~hl~O'ibe.1 in ft@m $,8i1tS illd 8'ilnk~ ~ttm 3') must lie UStlll ind 1IIt Clus A, 8 or C Rllolint S~m mlllt ilaUdu mill $t\l in,lIl;;knuHf roofillsuliltion 01112 in,1IIidlnuufC'ss.hrllnc's:;ified g~sum board$; Ifpo~sl.yftne wOfinsulillilm is UStd, l mu$t fie ilstil.. on1l>(I of. min 112 1l,1I1icJ;ltSS of CIiHSitit 4 or unClilSsiltd ,ypsum /.loilrds, LOADM.t\STER SYSTeMS INC- Typt$ HD, eo Of' PS. 4. Vap:>r BlIrril;r - (Not SlI0Ull) - O~\\IIlll- CommeR;i1lisphilt silflllilttUett. &.(1$0 ill, lIIK11, i1pplitfolJer lit wood s1rudllrW plBtls. 5, Rlrringcllannt' -flt$ikntclIilltntl>~I'Il\,. of 25 MSG gall.J stet~ instilled ptrp~icUla'to1llt stltl1rU$$t$ tlttm 1l SpIllQt4a milx~, ~ ill, OC ooellAoil su..mn tlt... $ or 3A) iSGit ill 111. COIl~i1ltd !pi", ., a ma:r:of 12 in. Ot ~tll illsulil1ion {lfim $ or &A )ls1iu.d it lie CODOtilled SpiIClf!, dill ptd o \Ie r1l1 t re silient chin Ael~)'psum WlIIllbolll N c,ilil 9 flltmbfil nt. Two Course s of ruiitnt cbURtt po >'i1iontd 6 in, Ot It wlthard bd- ioints ($ in. tom eilCIUM of I.UilIlDo;.r(J). eh alllltlS orittltt4 opp osh at willll oa'd .utt1oints, t hinnellt tces Olltrlilpptd 4 in, D Utilll stttl1rus:stS. ChinntlS ftcU'tdto tichtQl$S \MIl Typt 512.y 112 in, long $Crews, SA RIffing Channu - (NotShOl.\ll) - AS UlIIltmilte 11> Item S - HiltchanntlS min 2(l MSG gllllll stet~ min HM in, \lAdt /.ly mi. 7,. it. <<tp, instilled perpelldiculiH.lIlIlt IIlmu (lttm 1) spaced i muof " in, OC, lI\I1e1i 110 iuullt>>n (Item $ or &A) is_4 in lit Conceill!f$paOt, or a mU12 in.oc IJAltll illsuluon (lttm $ or tA) is1l1De4 intht Cbnc:Ult4 spact, driptd 0\Itf11lt hatchlRlIt~)1>$\Im hilrd ceUilgm...llrall. . Two courstuf dI i1l1l1t Ip u~(J"H ii, 0(;:, 3 in, fl\'Jlll tit m tnd of '.lIilllt Ollld, C hanlle I . ke$liluerlilppt4 6 ii, Iltntilll ~ullN S$t$, Chilllntlsstcur.d to tilC" truss villi No, 13 SUOO Stlttl ~ douNe stlind $ilddle tit $, Channels tied fogdltr !IJUl40ullle wand of No, '* SW:; sttel Wrt i1t eidl tOO .lItlli, , 56. Furring C hann.. - As a n alternlll1t to Items $ and $ A, rtsllent l1liI nntls, dllu ~It le"t d folmtd of t6 MSG , illu $fet ~ H /$ in. Widt .y 1 n in, dUP, OGled perpen4iaUilftolletrusns (Il1tm1) $PilQld max u: in, OC when no insUldon (Item * OUA) isiittl!d in lIIe WIICtaM4 ..(., ora IlIi x \if 12 in, OC ~en insulation (It1tm 8 fir $A ) is tiIIt d in 111e IlIn Qule4 Spille, dripe d ouer 111 e ruiitnt enitllll dg1P sum Ullboi'd ctiliJg memDrlllne, T@ C(.lUfttS Of Ttsiatot dianne' pO.Il.d 6 in. OC at 1.\fllU,Oill\t IIlltt~iftts P in. from tad! end I1f wjDoaN} ChiMel spli:es euerlilpped 4 in, II,"eilll :AUltrusses. CllilltlleluKured to each truss will Type S12 Il)' 112 in. long sCll!wsor uJ\h No, 18 SUOO ,alll SIte' wie do uble m n4 Sidd ll1ies, Chi IIntls tied to 9.' lIlth dOli ble mn d ~ N o. 1 I) SUOO 'i Ii ~e I wiTt it tilch end of wellilp . 6, GYfaum e:.an:l"- For lie 1 ttr, fI~iI,s . OM iii ruofnom $/11 in, 1JIidt by 43 iI. ,,*,UOilldS, in:li1illl!d will long dimension PillWltl10 !lUs$es. "mtd1l>lIle 'estient d1innels luin, 1 in, 1011' 'TYpe S lIugle.hud sO'ews. SCl'tWS SpllGed iI mil)(of 12 in,OC ilollg bu1ttd tft4-joillt:> an4 inlllt hid wilen no insuliltion (Iltm $ onA ) i> 1iu. 4 illle IlInceilled sp ilCU r iI miX Of 3 ill, OC ilollg bll1lt Hnd., ills ilnd 0 1I1t .ew ....n insllliil1iOll llltm 3 or ~A) Is G4 il1l1e <IOlIculed space, driped O\ltr 1I1e Il!silient Chitnndg)'psllm ulboilNeeltng mlf!m/.lllne, FOllle Hi2 Hr.ftatings . r/l.ll) layelHlflJom S/$ ift, lIlick D'I4* ill. \IA" wardS, ill1fllled ..... bng dinenslon paQltt~ trU$ses, BiSt liy.r il1Ia(ht\111>IIi rtslitnt \'lllInnd using 1 in, long T)'p e Hu,fe.htillJ SClUIS sp aGed a mil un in, OC a king llUlltd to4'; ittunlJ iI the iie~, Rl at layer iluacheU01l1e "lilie lit chinnelS usmg ',$/$ il. tong T)'pe S IlU~"'Ud ~'e~ ~iced i milxoU ill, 0:: ilklng llUllthM-,ms iIIl1 in 1I1e ~~, $C/iIllOGgge'td fI'(.Im lIilSt IiI)'USCftWS, fiCIf! Ii)'er side ind tBlJjointsoffSttilmil16in,tom/.lilselilyersldt in4el1djllints, CANADl4N GYPSUM COMPANY -Types C, IP'X~, IPC-M. Design No. U492 Nonbearing Wall Rating-2 HR. UNITED STATI;S GYPSUM 00 - Typuc, IP-:X:Z, IPC.Nt ",", HORIZO,NT AL SECTION ~, '.... 1. Side, Floor and Ceiling Runners-~haped, 4 in. wide with unequal legs of 1 in. and 2 in., fabricated fro1ft~~ MSG galv steel. Runners positioned with short leg toward finished stUe of wall. Runner attached to structural supports with steel fasteners loca~ not greater than 2 in. from ends and not greater than 24 in. Oc. " 2. Steel Studs-"C-HII-shaped studs, 4 in. wide by 1-1/2 in~-.de,e p, fabricated from 25 MSG galv steeL Cut to length 3/8 to 1/2 in. lesS'~an floor to ceiling height and spaced 24 in. 0C. ""-, 2A. Steel Studs-(Not Shown)-"E"-shaped studs installed in pLace "'df'~-H, II - shaped studs (Item 2) to secure the closure Liner panels at the en(]~f walls. Fabricated from 25 MSG galv steeL, 4 in. wide, with one leg 1 in>, l~ng and two legs 3/4 in. long. Shorter legs 1 in. apart to engage gypsum . '-,_ l1ner panels. Cut to lengths 3/8 in. less than floor to ceiling height. Sill '--" and lintel of opening formed with "JII-shaped runners (Item 1) '--., secured-shaped runners (Item 1) secured to "EII-shaped studs with angle "'-, clips and steel screws. :0- 3. Batts and Blankets*-Nom 3 in. thick mineral wool batts, friction fitted between the studs and floor and ceiling runners. Thermafiber LLC- Type SAFB 4. ~allboard,. Gyp~um*-1 in. thick gypsum wallboard liner panels, supplied 10 .nom 24 l~. wldths. ~aneLs cu.t 1 in. less in length than floor to ceiling helght. Vertlcal edges 10serted 10 "H" -shaped section of "C-H" studs. Free edges of end panels attached to long leg of "J"-runners with 1-5/8 in. long Type S self-drilling, self-tapping bugle head steel screws spaced not greater than 12 in. oc. Canadian Gypsum Company-Type SLX. United States Gypsum Co.-Type SLX. Yeso Panamericano SA de CV-Type SLX. 5. Wallboar~, GYPsu~*-3/4 in. thick, 4 ft. wide, applied vertically and secured w~th 1-1/4 1o. long Ty~e S self-dnLL1O~, self-~apping steel screws spaced 8 1o. OC along the penmeter and 12 m. OC 10 the field. Screws along side joints offset 4 in. Canadian Gypsum Company-ULTRACODE or Type IP-X3. United States Gypsum Co.-UlTRACODE or Type IP-X3. Yeso Panamericano SA de CV-ULTROCODE or Type IP-X3. 6. Joint Tape and Compound-(Not Shown)-For use with Type ULTRACODE gypsum wallboard - joints covered with joint compound and paper of mesh tape. Screw heads covered with joint compound. *Bearing the UL Classification Markinq UOO ME(C:O SAOECV-TYPU:C,IP-X2,IPC-M, 1, Finilhilg &flIi&m - (Not ~OUll) - Vily~ dry or pr,mi~d joint t;l)mpound, appliu il1l./.l) 'olts tI1 j)irt:; alld siltwofln4s; pap.r1ilpt. 2 in, wile, embedhd it first Iirer of <IOmpl)1IIId oller ilIl joints. AS an altem~, nom $1$2 in, 1IliCk lJlf!nur pliSter milY De appllf!41l> 1M elllire sulittc. i1f gypsum oaIDl"iilN. &, Bi1h Jnit BCulli1l"- ~1>> ilal ftlr 1IIe 1 Hr. Ra1ilgs - My 1I1i'kntss mine IllI wool or g'S:s tlD" inslllllion burin, 1JIe VL ClilSsificatbn MirtlS for Sulface 811milg Ctlilfidtli., hll.tlin9 a lame .Il!id tlillue of 2$ or Itss iIIlf III smo lot spreid lIalllt Of SO or Its! Inslltation fltd in lIle COIICtillhl space, dfilpt4 OUt( 1IIi Tts:ilitnt CbaMt"gYPSUII Willltolllrd etilng mtlllllfillie. MIIIRdatolY ~f 1I1t '-1 ~ Hr. RIliD9NAift ~-1n in, lIli(j; glass fiDtr iuulilt~n During 1JIt Ul CliIssitki1iatn MildCing 1I;.r Sulittce f)UrIling Chilildtri!:1it;S, hillng iI flame spll!ad lIalut of 2$ or less an4 i smokt .leild vilUt of SO .r less, IrIsulil1ion.d in 1I1t Qlllct.ltd spa (Ie, 4ripd 0 \Ie rlll e res.itnt channel~ypsum oallbOil I\t Geilil J mem brilAt, 3A. I.OOU fill Mater,," - P& all ilttmitte 10 Item $ - Oplionill ~r 1I1e1 H', Ritilgs - My 1IIr;t;ness of loost fil m,*,al .eil,inglllt UL Cllis:;ift;at>>n Milking itr SUlRlce Burning Cllaradtrncs, nlWing III tilme sprell4 IIUli of 2S 0' IUS an4 i~ott sprUd ..tie of ~J) or Itss. InSulilC>>II iIlIlediR IIHOnOtillU SpilC., dGlpe4 OUUlIlt res.itRt dlannel~ypsum WilI...111 otling ..tm.rane. Mall4~ryfl)rtlle, I.., 12 Hr. fillings. MiU .1 02 ill, 11 i;kntss of kI O$e fill m iIfIriilllttrilg1lle UL CliSsh;lltion Mirkil, for SlIl'flce 8u m il9 ehilllete ti~s, hil tin9 a Iilm Up'tild 18 lie of 26 onus an. il )111.lIe SpftU !JilllI' of SO or Itss. InSUltt..,n tI.lI in lIlt Gonc..... spac., dfilped o"'er 1IIt ,es.iint dlillInellJ~m Wil1lMaN ceitll9 melllbfilnt, Al8rnale Ceiling Mtm be.. - N ot ShUll. 9. Ueel Flilming Mtmb$lI- lII, Main Runnu - 11IS1II~4 ptrpelldicultr1l> S1rlldllrill Stul Members - Nom 10 or 12: tlon9, 15M in, or 1-112 in, \!.tde filct. .ilCt4 4ftQC, Milil A1nners nun9 iilmin of 2 ill, il'om bOlllMll 0I01G l1fS1rudllrill SlulMemfltrs \MIl 12 SIIOO gill.JstUlll.ill!, tllirts IOCitt4 i miX(Jf" it, OC, /.l, Croll tee. or cllllnn.. - Nem 4ft 10119, 15116 in, or 10112 ii, \!.tdt flGe, or Cl\)SS GhURtls, Bom 4 it 'ong, 1.1f2 in, Widt fi", instillelJ pelpeltdiGlllir 1I>1It miill runntrs, .IlGtd " ii, OC, M4tklAllI CI\)$:I tees or CIlanMIs IISe4 ~* in,~.. ucll side ~ t1U1k4 wal"a'd .IId j)illt:>, Tnt ,r(lssttes (If ChinaelsmilY Dt riue1t4 orscrew.il1IaChtd 101IIe I,I.QI ilngle I1r millnellO fi\(;ittite lIIe C.illg iMtilrl1>>n, c.lN3JlanglEl orehan,.. - Used to $UPpoltslletlfritmilg member ends ilndforscftW.il1IachmtRtof1l1e gypsum walltoilll _ Mill 0.016 in.1IIi;k piilted orgalUllli2l@!d steel jngle lIIi1I11 In.l.g$01 min_ (1,016 iJ1I1i~k paim d or 9iliinize4 Sltel cbunel VJiUt a1 /.ly t."'2b Y I in. prollle, ilUimed to II.."S at perimtte r of Ot till9 wlh flstene" 14 iI. OC, C~ INTERORQ, OIVOF C~ INC-T)'peDGL orflX Uoo INl"EMDRSiINC-T)'peOGlllrflX 10, Gyprum 8:oi/l'J"- F'lIruse uA1I1 S1nl fllmillg Me mile rs (Iltm 9) II.f1tn 8ilU$in4 8'lIk@tS~~.m *)alt not usU. One laytl ~nominill SI3 in, lIIicuy4. in, u.Wt bUN; in1fllltd !IJltl bog dimtnsion Pifilllf!l to lIlt milin IIlnntf's. IMlllloard flstened tI1 tilch cross1tt or Chann., uJ\h titl, wa'tnN SCTtWS, wllll oOt SlltW 10Clll1td it". mitspu ofllt /Jl>ssteurchinllelt.. screw lOoted 12 i1.ftom ind on "'lUlU oflllt Cl>>ss lit or dliOnt I mid ~an, and one SCIl!W 10Cittd 1-1 f2 ill. fr$m ei'" I,I.Q./.loard sile joint E)Uphtwiln/.l(Jar4 tnd pilts Willl_ screws shill Dt 10Cilte<l (.In alltrnlling :!l4ts of /lOS$ tetflaagt. JIJ WIII/.loaN tM joilts, WilllrollfO S/JtWUIlaIl ~ located 1n iI. 10m lie ;>lIt11\1UbU N flsttnt4 to milil ,unne" wlh WillllotfdSeftu In 8, il'0III side piRt:; midWilY /.lttwetn intIerstdiOllS villi C/1)sstetS 0 r milnntl; (16 in. QC), Endjoints of id';'Ct ntWIIlllOilN Sftt!il$ Sllillt be$1iggtft4 notlt$sthill $2 in,ltlklnoiN Sfte!il$ SCIeW il1Iad!t41o Itg Of IUlII angle uftII Wilhi,4 $Q'eWH))iI(;e4 12 ill, QC, Jont:f 1rtated is dturifltd in iteM 1. For us. wlll !it,*1 f'raming Memtell"(lltm 9) WlltD B:all:l aM Btanllit." (It1tm 3) ift USiU . flllin'$ lint.4 to 1 Hllur. $Ri i1,lIIi,~ 41 wide; insalled wth II)n9 dmensDn perptlldiGIllr1l> cross teu \MIl sid. j~ints ctlltll'td 1II00g miin r_ers illt4 tM pilts cemr.d iItlng <<&SSfiIltS, FilstlU4tll crosstees \MIl 1 ill, 1\\119 S1ttl WiltUrd SiltW$ !piCtlJ 3 ii, OC" lIIt flu1 1M $ill, OC llbng .n~ joillt:> , FilsIluId)) milin lUIIae's \MIl 1 n. king wlllltoar4 satWS $pi cd midway IIlf!t\l.lten cross ttes. S/Jtws i1bA, ~i4u and ends I1f tJoardSSpaGelJ ~,. to 102 in, ft\lm bOird Uge, ElId joints M1I1t shuts snal be *9ge"d will spicing between joints on a4,.(tnt .ol"ds not les:; llIin410C, CANAOt4.N GYPSUM OOMPANV' -Typt C, IP-X2, IPC-M UNrreD &T'ATESGYPSUM 00 -Typt C,IP'X2,IPC.M Uoo MfXC:O SiA DEe V- Typt C, 1P'X2,IPC'M @ ROOF/CEILING ASSEMBLY UL P537 @ NONBEARING WALL UL U492 Keyplan )."-.,.... " '..., ...,~, ~~ " @>.~ONBEARING WALL UL U447 ~~ 'I', , "~ '" ;), ~":-l:r-. It-;,, , .------I'~.:J.~I~PRC Submital: I~,~____.________n _ ______m______________...___, ! Da~~,p~::: lanuary 10, 2005 : ---------- ----i1II!IfII'-----..-----.-~-----. ~---------- . Date Issued: january 10. 2005 GENERAL NOTE ALL 2 HOUR WALLS TO HAVE BLOCK CLASSIFICATION D2 Design No. U905 Bearing Wall Rating-2 HR. Nonbearing Wall Rating-2 HR ...., "- " , -f ,'" ( ., ..." @ '-, ~'" @ ~ l.~ncrete Blocks*-Various designs. Classification 0-2 (2 hr). '.... See Concrete Blocks category for list of eligible manufacturers. 2. Morta~Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1~~d not more than 3-1/2 parts of clean sharp sand to 1 part Portland cem~(proportioned by volume) and not more than 50 percent hydrated lime (bY'Cement volume). Vertical joints staggered. 3. Portland Cement S 0 or Gypsum Plaster-Add 1/2 hr to classi- fication if used. Where c ustible members are framed in wall, plaster or stucco must be applied on face opposite framing to achieve a max. Classification of 1-1/2 hr. AttacllW.to concrete blocks (Item 1). 4. Loose Masonry FiU-If all core spac~~e f,il'Lled with Loose dry expanded slag, expanded clay or shale (Rotary ~ Process), water repellant. vermiculite masonry fill insulation, or silico~eated perlite loose fill insulation add 2 hr to classification. "~ 5. Foame~ Plastic*-(Optional-Not Shown)-1-1/2 in.thtc~ max, 4 ft wide sheathmg attached to concrete blocks (Item l).....~"" Celotex Corp.-Type Thermax ' ~.~, *Bearing the UL Classification Marking'''",- -- '''" "', "'''' r- 7-5/S" MIN. t Horizontal Section @ BEARING & NON- BEARING WALL UL U902 l ['- ---I I I I I I a..,e6idel1 ~ t"'> (~ ~ ',~,,',',",,' "1\ -c ,'~y" ~' f'I,: i",i~.f ~ "1/~j' I * . I .-- ,. I "'~;;)/I~" ..' (~)-,')' ') I (;;rYi'-/i-rhL.lt[:lt4'''r/ ~~._-:;J/' (,L~j,,4r~7t'" i -, ,----------'-.:..._--- .j PROJECT NO. 03540 I ! 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cfy Hwy 3()..A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 .--_._____-.1 .~--~~--~-~.,--------_._-~_.~~-----,---~,_._------- I -------~____J i_ ~No.U447 March24, 2)03 NoM~ WaRRaiing -I, l-Il2 or 2& (See Iten\2) '3-' ~. ..-,48'_..__.. "'-lLi'-/ 2 ~ .. ..'-. ( . ,..,.... " .. ......1--- ~ :f\.".:H:-..wr1\~.: .,.' ---. .,_~__r"f-' ; .., /. ~5 ' , ..' , ...'.. '0-. ,,:,,\, ,', -'3" .,." (3'.....' '.." ;5',' '...' ..,.." \.,/ .," ,2 ,-; F=H=~'-.., ",.- ~:-.!J .. :..... 3.:" ':' '-----.)-.1r-~~ ' . 5,: ~, :. J-=t.l. tfORgQHT AL Sf~:T1a~. VE!!!.'..c:A.!:, S~CTl~~ ....; .' :,5 '?", ~ }'I ,,==b ,,-.'>~i. _.<,~.~ ~ :' "-'.n---'---1=f\~.. ..,.,------"~.4 f,...~j. ...,.' :~~:' \':~5, (a) ,/ ~ , . r"'--'" "8~, ... "7'"" ~~.: '2. {,. '!..' ',. 1'-...___ '''-'--., ," ,I ., I, :~._...t~1_~'."'i,-::::::"';:;':I.:;;'f"::":-' : .:..:.. ?a" .."\ ...-'..';4 :,';' " "...' "'~. ,,61 ',.' !!QB!ZOJf.!A~JJ9.:.t! .\f..~f.lJICAL SECTION 1, floor Run:ne-s -Clmulel-shil.~'.i. 3 ill. wide with l-1l2 in f1u~e.;, Fabrica.~ t10m tJc.. 25 MSG gah'al~d ~teel. 2, Minrnlend P~.. Boerd-Applied verticillywi1hbutkdjoi..W seOJled wi1h~lE$ive (Ii::m5)- Fa->tenr:d b ceil.i:ntald side lUl'lt1Ien (Item3) wi1h 3-112 in~, 1/4 - No, 2) hex head t:.olts sp.oc:ed 8 in OC ..m:llocated :J4 in flO1U tlle ed;es, Por 1 h~-2-:li8 in tlock (nun) mi.nnalani tDe:rboalds, 4ft, "ride uliJX.la"u~ anun avelage dm>ityofl8 p::f Por l-I12 h.~-3 in thick (mi.lt) minnalani fbe1'b04ld;, 4ft, ".ride It:'WC:.l'Ql.>U~ .<11ttin avv~ dell$ityof18 pef Por2 h~-3 in thick(mU\1 rniJ:le~ani. fiberboa.1ds, 4 fhvide UJa;{, ha.vi.t~ a rniJ:uver~e densityaf2a pef Single 3m (lnUV la.)l'!r ortv...o la}'lm afl-lf2 ill ....ritlu~led Joll1b J<IiNS MANVILLE INfERNATI<X\lAL INC- Type Super FiMemp- fu.;ad:; in>.~$~atE!d ro:reA1enol'USQ 4lI:! rnaked "& exteu1JSe" ,Pabco Dri001e II si.]io,11Il enulsion to be applied at a la1e of 1.50 sq ftPe:J:'gal in <J:oordan:e with mmlf.actmtr's ins1BJ.ctions which ao=Ol~ tl1e pniuct. 3, <Alincud SdeRunmrs-2by2in ~hs. f~JicatE!dfio1UNo,22 :MSG galW4~ si>ael 4, Sjl" - 1 in wid.r! b y li8 in, iudc sb2el. 4A, ~* -(Not Shcwn)Adll:!siw maybe used ~ an al~n~te to,. 01' in addition to, the splU\i!S (I1em4) onjoints, Applied t)bothsides oftl1ejoints at ,1In<:tppliCCl.tionlate of5,4 to 6.6 gal per 100 sq ft, CALSIIJTE-RUSl'ON INC - Tj'Pil Ca1silite CALBOND, 5, A.cIheDter- - Joi..W ani b>Jllp01'.:aYSCleW hole; filled .;ad covelfi!d with adll:!sive, CALSIIJTE-RUSl'ON INC - Type C.iliilite CALBOND. 6. TenpOl'Ql.)" FllIritnen -(}fot Sh:wn) - Wallbo.:a-d. scre'II';; 3 Ul. b~ to lcld dMh la~JS ofl-1f2 in. boards inpl:cewlUle adhesive QUe) , S ere...'s a.re lfi!m.:",~d whet, adlEsiw lw OJ1f2d S cw.... Ides aft! tilled with' .:iu1 CI ::>1.1.1d, 1---- \\ \\ .\ 03540 . \, --- -- --~- ~----...!r-----------__ I i I____~_---~--, . (:' iI l' .....,,//, .- 7..... . , , , ,'~'. " '"~~: \~vd ", CONSTRuctiON DOCUMENTS " - --~~-,----------------.. -----._~--- ',. Revisions: \.!, '.\ C 2003 THESE ~LAtolS ARE COPYRIGtfTB) AND ARE SUBJECT TO COPYRIGHT ~R01ECTlON AS AND "ARCHITECTURAL WORI(" UNDER SECTION 1 02 OF THE CO~YRlGHT ACT. 17USO, AS AMENDED DECEMBER. I m AND KNOWN AS ARCHITECTURAL WORKS CO~YRlGHT PROTECTION ACT OF 1 m TliE PROTECTION INCLUDES aUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS TliE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, _____u_____ ,_ -, -- ------ -';;3:' :'e' :~. ''I;~ . If... ..~, XREFS: mB CORRIDOR WALL 1\\ r I \ ~ \ II .~ I c:...,- - - -- ONE AND TWO HOUR RATED SMOKE/FIRE WALLS SHALL EXTEND WITH THE LAYERS OF GYPSUM WALL BOARD UNBROKEN THROUGH OTHER PARTITIONS, TIGHT FROM FLOORS TO DECK AND TO OUTSIDE MEMBRANE OF EXTERIOR WALLS @ @ ~ ALL PRIORITY DIAGRAM Ol ~ ~ C\I Lt) <C / - e Q) t:: :> U / en Ol C .~ ~ o ...,. ~E Q) 0- g>~ en .. enC\l ~@ 'OLt) ....8 OC\l ~ '0 ' e- .- C") ~ 0 ~~ Lt) .. C") e ~o 8'0 oQ) C\lt: /0 a..: a:: \ \ _u SMOKE WALL (TWO HOUR RATED SMOKE/ FIRE WALL WHERE INDICATED) MASONRY WALL @ r ;- SMOKE WALL \ /1 \ -- INTERSECTING PARTITIONS \ - -~ TWO HOUR RATED-\ FIRE WALL \ L... .----.=;;;; . @ rr- .. ..-. >- l.J... 12 w > .......... u.: u.: <i , <..? 'Lnz NZ W CL o -' -' <( 3: 4" r~ I /~ Y I I r<!Jl /; Ii ~""~V' :.: I I / I I Ic//'~I I ~ I; I II ///1 I: 1 " 1>'1IJ / I I I I //./1 // I 1 ~/ // 1 I // I 1",,-,,- I, J I /1/ I @ I I I I I I I I" I I I , 11 "'-" //, / 14 GA x 12" STEEL PLATE '--- 3 #10 SELF TAPPING SCREWS AT EA, STUD (MIN,) ~ METAL STUDS - SPACE AS NOTED ~/ . o I 'L() MAX _________ FIRE EXTINGUISHER CABINET @ DETAIL @ WALL REINFORCING NTS FEDERAL FAIR HOUSING REQUIREMENT 4" 8" CONCRETE BLOCK (RIGID INSULATION, FURRING, AND GYP. BD. WHERE SCHEDULED) IA MAX 11- '~'--- STUCCO SYSTEM SEE SPECIFICATIONS ____/- FIRE EXTINGUISHER CABINET ....--/ >=' lJ... 12 w 2:.. 4" CONCRETE BLOCK , <..? 'Lnz NZ u.: w u.: CL <i 0 -' . -' o <( I 3: 'L() ~ o SECTION @ FIRE EXTINGUISHER SECTION @ FIRE EXTINGUISHER 1-1/2" = 1'-0" , l~ ~~ I '\.. 1-1/2" = 1'-0" @ 1-1/2" = l' -0" I Keyplan 11~" WALL OPENING (VERIFY) \ " \ \\ ''\ \ \'---FIRE EXTINGUISHER CABINET PLAN @ FIRE EXTINGUISHER 1-1/2" = 1'-0" FIRE EXTINGUISHER CABINET 4" CONCRETE BLOCK \ \ \ 8" CONCRETE BLOCK \ (RIGID INSULATION, FURRING, \ AND GYP, BD, WHERE SCHEDULED) \ LSTUCCO SYSTEM SEE SPECIFICATIONS 1W' WALL OPENING (VERIFY) @ PLAN @ FIRE EXTINGUISHER 1-- , .*' ,:j [';" ,/7) /j;~,;'.' :''',..<, '" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF I~O THE PROTECTION Ir-lClUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WEll. AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~ IJ : . " NON-ACCESSIBLE RECEPTACLES ACCESSIBLE RECEPTACLES (MIN, 1 PER COUNTER TOP LEG) X <( ::;; . "<i- N z ~ 'N COUNTER DEPTHS 1/2. = 1'-0. THERMOSTAT AND WALL RECEPTACLE LOCATION ON WALL (MIN. 1 PER ROOM ACCESSIBLE) A/C THERMOSTAT ABOVE COUNTER R~CEPT ACLES -',> \ ',- I LIGHT SWITCH . \ , ~ II rl~ ~ '1:,-1. / ~I I '1/ _ J \ ~ 8 " ',/ ", 'b -, 1 TEL, OR CABLE JACK ~ RECEPTACLES 1. ~ bG-~ ~'I, TYP. MOUNTING HEIGHTS FEDERAL FAIR HOUSING REQUIREMENT 1/2" = 1'-0. FEDERAL FAIR HOUSING REQUIREMENT I.. Ai" --,~ l 1/// 1 ! 1 ' I I I I 1 l I I I 1 : I 1 I ! I -- [--'i--t 1_3~ J . 00 "<t FLOOR CLEARANCES RECEPTACLE - WALL COUNTERTOP -. & CABINET FINISHED FLOOR - \ \ CABINET CLEARANCES 1/2. = 1'-0. FEDERAL FAIR HOUSING REQUIREMENT 1/2" = 1'-0" FEDERAL FAIR HOUSING REQUIREMENT 20" i MIN~ =======~yl . . , 00 ~ ~~""::;; ""::;; 5" MIN-17~" OR OVER 18~' FRONT VIEW @ REAR WALL WITH FIXED REAR WALL-MOUNTED FOLDING SIDE GRAB BAR LOCATIONS ...) ----- 12" 12" i MIN, f MIN. f ,----, L____..J 12" 24" MIN. -MAX~-- (42 PREFERRED) I ,---------, I L--------..J4 - -1 . ' . 00 ~ . ,x "" ::;: N<( ""::;; . '00 ~ . x "" ::;: N<( ""::;; FRONT VIEW @ REAR WALL FIXED GRAB BAR LOCATIONS SIDE VIEW @ SIDE WALL WITH FIXED GRAB BAR LOCATIONS TYPICAL REINFORCING LOCATIONS @ TOILET 1/2. = 1'-0. SIDE FEDERAL FAIR HOUSING REQUIREMENT ------------ -4 --r . ------------ =[-1 , "00 ~ ~~""::;; ""::;; I --J--l , "00 ~ . x "" ::;; 14 BACK TYPICAL REINFORCING LOCATIONS @ SHOWER 1/2. = 1'-0. 24" i MIN, i ,----, L____..J FOOT 6" 48" 6" )L- AX, MIN, IMAX, 1---------1- I I I I L____~----.J . x (0<( ------'k- -. 1 . ' . 00 ~ .N.I~ "" ::;; ""::;; FEDERAL FAIR HOUSING REQUIREMENT -r 24" ut MIN, t- I ,----,-- ---+ L____..J---'k 1 . ' , 00 ~ ~~""::;; ""::;; . z 00 _ "" ::;; -1 BACK HEAD TYPICAL REINFORCING LOCATIONS @ TUB 1/2" = 1'-0" l <'1..,'.. , ,e. ,.Si, de..... ..' r' ~,('>: ~ ,. ," "'~~. ~, ~ ~ C;jJL/~-~-- " '.. . " tC;J2f1 14'~ ...::::r~~ I PROJECT NO. 03540 FEDERAL FAIR HOUSING REQUIREMENT 03540 '~i t<'-." t y., -'''l,;,.' '.~.t.. \~., *." ." '''I ~.~...~ ~~ if ~ ~)d" "Pt~lI ~ i Ie ti I:...~~ ~ ~ ~~ ~."'...... ~J Date Plotted: March 31. 2005 Date Issued: January 10.2005 Revisions: 3 Addendum #3 - March 30, 2005 TYPICAL DEl AILS CONSTRUCTION DOCUMENTS I L A-524 XREFS: mB CORRIDOR WALL --- SMOKE WALL (TWo--------.J HOUR RATED SMOKE/ FIRE WALL WHERE INDICA TED) MASONRY WALL ONE AND TWO HOUR RATED SMOKE/FIRE WALLS SHALL EXTEND WITH THE LAYERS OF GYPSUM WALL BOARD UNBROKEN THROUGH OTHER PARTITIONS, TIGHT FROM FLOORS TO DECK AND TO OUTSIDE MEMBRANE OF EXTERIOR WALLS @ ~ALL PRIORITY DIAGRAM @ ~ '0 ..; C\I It) I <e( / - e :g i@ .~ o o ...,. 8 /E Q)00 8>a ~~ ~@ ~8 ~C\I -go ~~ ~Q It) .. C")e ~o ,8 -g C\I:::: /0 a..: a::: SMOKE WALL \ \ \ ~ INTERSECTING PARTITIONS ~ V I'--,~ "~ 4" ~ i- MAX- ~ I t >=' .------- u... --/------ 0:: ~ .......... <..:> in z N Z u..: l.LJ u..: CL <i 0 ....J . ....J 0 <( I :;s: -L.() ^ v ~-- %" TYPE 'X' GYP, BD ON 3%" METAL STUDS ~----~- FIRE EXTINGUISHER CABINET @ SECTION @ FIRE EXTINGUISHER 1-1/2" = 1'-0" , x ':..t-<( ::::!: '\ , \ \ \ \-%" TYPE 'X' GYP, BD ON 3%" METAL STUDS 1 11)\" WALL OPENING (VERIFY) FIRE EXTINGUISHER CABINET @ PLAN @ FIRE EXTINGUISHER 1-1/2" = 1'-0" Keyplan ~ I '" 1 1 1 1 1 1 1 1 0' I 1 I 1 I 1 I I" 1 I I I I I I I I ~ I I I :~l \ ~/ 1:\ ~// l 1 ~ i \(/~ ~ 1 Gl' , 1 /r '\ i// I '\, -14 GA x 12" STEEL PLATE / II ~~ 3 #10 SELF TAPPING SCREWS AT EA, STUD (MIN,) ~ - METAL STUDS - SPACE AS NOTED '-~'''' @ DETAIL @ WALL REINFORCING FEDERAL FAIR HOUSING REQUIREMENT NTS ., ." " " >=' u... 0:: l.LJ > .......... 4" T~XAY - ~"-- STUCCO SYSTEM SEE SPECIFICATIONS "- " "... ___________ FIRE EXTINGUISHER CABINET ---/ u..: u..: <i - <..:> , z L.()_ NZ l.LJ CL o ....J ....J <( :;s: /- 4" CONCRETE BLOCK /' . Cl I in (2) SECTION @ FIRE EXTINGUISHER 1-1/2" = 1'-0" , x '.q- ~ FIRE EXTINGUISHER CABINET 4" CONCRETE BLOCK 11)\" 1 WALL OPENING (VERIFY) 8" CONCRETE BLOCK (RIGID INSULATION, FURRING, AND GYP, BD, WHERE SCHEDULED) STUCCO SYSTEM SEE SPECIFICATIONS @ PLAN @ FIRE EXTINGUISHER 1-1/2" = 1'-0" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cfy Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 2003lHESE PLANS ARE COPYRIGHIED AND ARE SUBJECT TO COPYRIGHT PIlOTECTION AS AND 'ARCHITECTUllAl WOtlIC' UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS ^MENDED DECEMaER.. 1990 AND KNOWN AS ARCHITECTURAL WORIC$ COPYRIGHT PROTECTION ACT OF 1990 THE PROTECDON INCLUDES aUT 1$ NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARIlANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS OF THE DESIGN, NON-ACCESSIBLE ~ RECEPTACLES \ x <( ::::!: .-- 'I> . .q- N ACCESSIBLE ~ RECEPTACLES ", (MIN, 1 PER " COUNTER TOP LEG) z ~ N COUNTER DEPTHS 1/2" = 1'-0" FEDERAL FAIR HOUSING REQUIREMENT 1'+--'- lHERMOSTAT ANO WAlL RECEPTACLE~" II' : LOCA TION ON WALL (MIN, 1 PER ROOM I I ACCESSIBLE) I r : I : I 1_ --T-- 1---- l I 30' I _~____n-,r . cx:l .q- FLOOR CLEARANCES 1/2" = 1'-0" FEDERAL FAIR HOUSING REQUIREMENT 20" I MIN, t --------,- _______..J 12" 12" l-MIN:iMiN.! , - - - - 1 ---------..- " L____.J_ . ' , cx:l ~ . Xt0:::::;; N<( r"'l::::!: 5" MIN-17~' OR OVER 18~' FRONT VIEW @ REAR WALL WITH FIXED REAR WALL-MOUNTED FOLDING SIDE GRAB BAR LOCATIONS 11m"-18~" +---- A/C THERMOSTAT TEL, OR CABLE JACK RECEPTACLES I ABOVE COUNTER RECEPTACLES LIGHT SWITCH , GJ 6 ~ b-u------- b b --~1 Fc~=-"==--~~c:~_=__=-":;.~~-:=c I, I! Ii II - II ,I I~---- I . cx:l .q- c:-.~ I C,,:"C-~ i I --I - J-_1 x <( ::::!: TYP. MOUNTING HEIGHTS 1/2" = 1'-0" FEDERAL FAIR HOUSING REQUIREMENT RECEPTACLE WALL COUNTERTOP & CABINET FINISHED FLOOR x <( ::0: ~b ::::!: I . ':..t- Cl -~ I -~--l CABINET CLEARANCES 1/2" = 1'-0" FRONT VIEW @ REAR WALL FIXED GRAB BAR LOCATIONS . ' , cx:l ~ . x "" ::::!: N<( ""::::!: TYPICAL REINFORCING LOCATIONS @ TOILET 1/2" = 1'-0" , 00 ~ 'N~""::::!: ""::0: -11 SIDE BACK 8" CONCRETE BLOCK " (RIGID INSULATION, FURRING, , .",~D GYP. BD, WHERE SCHEDULED) -''\ \4- '..... ...." '.. .,. ", '- -.~ <'->.,. " ~ ~'i.\fr-. "'~', "'~ """' '" "'-, "- , , ., "',. " TY~ ..u.+ I ! , : . :Z . Ix ~ ~ ~I:i i I I -l----~ L REINFORCING LOCATIONS @ SHOWER 1/2" = 1'-0" " .~ '"",. ~,.~.. "".~... 24" "<", 1 MIN,f' "'1 ,----1 L____.J 6" 48" 6" Ax.j---- MIN, ~AX... ,---------1-- I I I I L____ ___-.J . X <D<( . . . cx:l ~ . x "" ::::!: N<( ""::::!: ---). . :Z cx:l _ ""::::!: l~~\" "". FOOT:1'\".~ACK TYPICAL REINFORCING LOCATltJ'lNS @ TUB , :t' k\~" "l" >~"'. "'-'~:...'*, ~, l \~"'''' "\~ I ,:t<", ... ""~. 1/2" = 1'-0" \'':'-''\.. "..;' I-- I I I I I l I I I I ~et"idel) ~ <::' "" (;1;,,,110<,,,, '~ r:f; · ...,.. .' ,,\, ~ f{0ff.' ~ "~;)/,f, ..Y"'-- ..'" (f:",/)"'I (7/0,r.-6"'-ri:.r~/ ~~~/C"<':J..:J"'!V~" PROJECT NO. 03540 i I ~_.__..._________,_______..___...._..,.__. ,,___~_~_.__.~~__.~ _ __ J BPRC Submital: FEDERAL FAIR HOUSING REQUIREMENT 12" 24" MIN, -MATI~.-(42-PREFERREDf--t r- - --- - - -I-----~ L _ _ _ _ _ _ _ _ .J ---- I i I . I ' ,cx:l ~ 'Nx""::::!: "" ~ I I SIDE VIEW @ SIDE WALL WITH FIXED GRAB BAR LOCATIONS FEDERAL FAIR HOUSING REQUIREMENT 00 JANl12DDifE ~ 91;" FEDERAL FAIR HOUSING REQUIREMENT 24" l MIN,-r ,----1- L____.J_ ---. 'I.. , . ' , cx:l ~ . x "" ::::!: N<( ""::::!: HEAD FEDERAL FAIR HOUSING REQUIREMENT 03540 \ - -----"'---------...,---.- -..."-.. --- --,---_._-, .-- CON'5JRUCTION DOCUMENTS ,Date Plotted: january 10, 200S -. ~~~~~-~d~-- ---ja~~~r;-10:200S'-- ----~.,,- ------- ---------- -.----- ReviSi~ ------.-.-., ~,~, -----. --------------------, ,- , ,- '~ ""~ XREFS: TTLB FLOOR TRANSITION NOTES 1, FLOOR LEVEL CHANGES GREATER THAN X. SHALL BE BEVELED OR TAPERED, 2, FLOOR LEVEL CHANGES BE1WEEN X. AND ,W SHALL BE TAPERED AT A MAXIMUM 1:2 RATIO, ,3, FLOOR LEVEL CHANGES GREATER THAN ,W SHALL BE SLOPED AT A MINIMUM 1:12 RATIO, WALL TILE OVER lATEX PORTlAND CEMENT MORTAR OVER BACKER BOARD _ CONTINUOUS 1/4" SEAlANT JOINT @ TUB PERIMETER /- Ji" SILICONE SEAlANT JOINT / / / /~ FlASHING SEE PLAN - TIL[ FINISH - S[[ SCHLDUL[ , , , ' /~ TILE OVER CEMENT TILE BACKE BOARD .. ~- %" F.T, PLYWOOD DECK , . ~ VAPOR BARRIER -L-)f CEMENT TILE BACKER BOARD TILE (THIN SET) METAL STUD TUB PlATFORM FRAMING @ 16" O.C. MIN, TILED ACCESS PANEL FOR WHIRLPOOL UNITS-VERIFY LOCATIONS (SEE SPECS) - TILE OVER LATEX PORTlAND CEMENT MORTAR OVER BACKER BOARD . - Ji" SILICONE SEAlANT - TILE OVER THIN SET HOLD PLYWOOD & BACKER ~, ~ BOARD Ji" OFF SLAB SET METAL TRACK IN FULL - BED OF SILICONE SEAlANT /~ METAL STUD TUB PlATFORM FRAMING @ 16" O.C. MIN. /' I' BATH SUPPORT MATERIAL PER MANUFACTURERS RECOMENDATIONS ,'\. " NOTES: 1. CONFIRM AND COORDINATE FILED DIMENSIONS wi SPECIFIED TUB DIMENSIONS AND TUB DECK SHOWN ON ARCHITECTURAL PLANS. NOTIFY ARCHITECT OF CONFLICTS PRIOR TO ORDERING TUB. 2, COORDINATE HEIGHT OF TUB PLATFORM AND SLOPE OF DECK WITH TUB MANUFACTURERS RECOMMENDATIONS, VERIFY SPACE REQUIREMENTS FOR WHIRLPOOL EQUIPMENT PRIOR TO INSTALlATION, 6" / ../ . "" ~,/, U :z: ::E ~ . SLOPE TO DRAIN N , J.l'q '~ Ol ~ 'Q It) C\I Lt) ..( / - e Q) t:: :> U / en Ol e '~ Q Cl ...,. o ~E Q) 00 Oleo 0- en .. enC\l ~@ "28 OC\l ~ '0 - e- .- C") ~ ... o ~:E Lt) ,. C") e ~o 8'0 oQ) C\I:::: -:":'..Q 0... 0... '- WATER PROOF MEMBRANE ~ FIRE TREATED 2X F.R.F,R.BLOCKING AS REQ'D - CUT TOP CORNERS 45 DEGREES - SEALANT BED SILICONE SEALANT - FLOOR TILE OVER THIN SET / j 8" CMU WALL (REFER TO , .' PLAN & WALL TYPES FOR 4 , 4 LOCA TION) ~ 2 METAL STUDS '" 2 METAL STUDS "1m SCHEDULED lRlM ' 4 REFER TO FINISH - SCHEDULED TRIM 4, ' ' 44 SCHEDULE FOR FINISH : . , - F,R. BLOCKING AS REQUIRED ..- ~" SEALANT r . OVER BACKER ROD - r I' L, I 4 I I I I .' ,4 ' TYPICAL ALL SIDES I I ,4..'. I f I I I I I I ~SCHEDULED FRAME (WI I I I I // JAMB ANCHORS @ CMU I I I I I I I I LOCA TIONS) I I I I F,R.BLOCKING AS REQUIRED -i CONCEALED TRACK WOOD FRAME // --- CONCEALED TRACK DOOR - SEE SCHEDULE '-- WOOD FRAME SCHEDULED DOOR AND DOOR - SEE SCHEDULE HARDWARE AS SPECIFIED ~ HEAD DETAIL POCKET DOOR d d " r <J d d <J <J <J 4~" (VERIFY) '" <J SCALE: 3" = 1'-0" WHEN PLOTTED AT 24 X 36 o HEAD DETAIL BY-PASS DOOR HEAD DETAIL SCALE: 3" = 1'-0" WHEN PLOTTED AT 24 X 36 SCALE: 3" = "-0" WHEN PLOTTED AT 24 X 36 DOOR - SEE SCHEDULE FLUSH THRESHOLD fr FINISH FLOOR - SEE SCHEDULE I CONCRETE SLAB II \; SCHEDULED DOOR AND HARDWARE AS SPECIFIE FINISH FLOOR AS SCHEDULED - VERIFY I HEIGHT WITH THRESHOL I (MUST BE LEVEL) CONC, SLAB - REFER I STRUCTURAL DRAWINGS i '- ~ --- DOOR - SEE SCHEDULE TRANSITION STRIP AS REQUIRED - REFER TO SHEET 1-5,2 D FINISH FLOOR - SEE SCHEDULE ./ D CONCRETE SLAB TO / d <J / - <J <J .j d <J <J ,J <J <J .j " <J " .j " <J <J d il <J " <J 4 ~ <J d .1 <e.J .j <J d <J <J THRESHOLD DETAIL POCKET DOOR r f I f I I I I I L SCALE: 3" = 1'-0" @ THRESHOLD DET~~LJ"= 1'-0" THRESHOLD DETAIL BY-PASS DOOR WHEN PLOTTED AT 24 X 36 SCALE: 3" = "-0" WHEN PLOTTED AT 24 X 36 WHEN PLOTTED AT 24 X 36 (\ / I\; 'IV ,,' I I I l SCHEDULED TRIM ~ F,R. BLOCKING AS REQUIRED ~ WOOD FRAME DOOR - SEE SCHEDULE r 4~" r (VERIFY) 8" CMU WALL (REFER TO PLAN & WALL TYPES FOR LOCA TION) I REFER TO FINISH 1 FULL HEIGHT STUD (2 @ SCHEDULE FOR FINISH OPENINGS GREATER THAN 48") ~" SEALANT 2 CRIPPLE STUDS TO OVER BACKER ROD - BOTTOM OF HEADER TYPICAL ALL SIDES ~ ~SCHEDULED FRAME (wi - SCHEDULED TRIM JAMB ANCHORS @ CMU LOCA TIONS) r , "- 1 I ~ F,R.BLOCKING AS REQUIRED I I I L I I - WOOD FRAME I I I I I I I \ I L ...J - DOOR - SEE SCHEDULE JAMB DETAIL POCKET DOOR SCALE: 3" = 1'-0" WHEN PLOTTED AT 24 X 36 JAMB DETAIL BY-PASS DOOR SCALE: 3" = 1'-0" WHEN PLOTTED AT 24 X 36 JAMB DETAIL SCALE: 3" = 1'-0" WHEN PLOTTED AT 24 X 36 i Keyplan L WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ~ ~), \ ' " '"'-!.l!. , ~ " ,. <L~titideQ t; "~"." .,."'.c;:>~~ .'!: un>> ~ ~ t+ , (, '-) v ", .. .',I)~~, 1iI~'.)" '~ ~~424~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 . i /' *'1~', . .'~" .'$.$~",~--" , ',6-",~';,-: "'~',""',,),' l.;w:y.: ~. ,(,-,r~~~.>~,~ ." . ^ . : , .<<xh 4'e<~.(;l-€~ptr<.6 'C:.- <<4'J&.aa~ . - ~ C> 2003 THESE PLANS ARE COPYRK>HTED AND ARE SUBJECT TO COPYRK>HT PROTl:CTlON AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDS) DECEMBER, 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTlON ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL fORM AS WEll AS THE ARRANGEMENT AND COMPOSrTlON OF SPACES AND elEMENTS OF THE DESIGN, PROJECT NO. 03540 r I I I I I I I I 2 METAL STUDS "-STUD BOX HEADER - (2) 20 GA STUDS & (2) TRACKS) ~. ;- F,R. BLOCKING AS / REQUIRED WOOD FRAME I / I I DOOR - SEE II SCHEDULE i IV- SCHEDULED TRIM / II , I r I I I I I I I I I I I I I I I I ./ /-- A T OPENINGS 4'-0" & GREATER AT OPENINGS LESS THAN 4'-0" HEAD DETAIL TYPICAL INTERIOR DOOR SCALE: 3" = 1'-0" WHEN PLOTTED AT 24 X 36 <J <J DOOR - SEE SCHEDULE TRANSITION STRIP - SEE NOTES THIS SHEET r~ FINISH FLOOR - SEE SCHEDULE / / CONCRETE SLAB II ! / /1/ '/ I " " <J ,J " " <J " <J d THRESHOLD DETAIL TYPICAL INTERIOR DOOR 1 FULL HEIGHT STUD (2 @ OPENINGS GREATER THAN 48") 2 CRIPPLE STUDS TO BOTTOM OF HEADER SCALE: 3" = 1'-0" WHEN PLO TTEO AT 24 X 36 4~" (VERIFY) ,1 I r I I I I I I I I L I I I I I I \ J\- SCHEDULED TRIM '----- F,R. BLOCKING AS REQUIRED "~ WOOD FRAME DOOR - SEE SCHEDULE ~"--..~, ...-y' .~, JAMB DETAIL TYPICAL INTERIOR DOOR :,;;;; ~:~ ;: l t r::: :~ r ". ~ "-,....... ~ i'~, t ~ .:~!. ...""'ir4t.......~.~~ MAY 2 5 2005 PLANNING & DEVELOPMENT SVCS crrv OF ClCARiilJ4f'EA WHEN PLOTTED AT 24 X 36 03540 Date Plotted: March 31, 2005 Date Issued: January 10, 2005 Revisions: 3 Addendum #3 - March 30, 2005 CONSTRUCTION DOCUMENTS TYPICAL INTERIOR DETAILS A-525 -'._-"~--;~ ~--- ---- ,- '~--- ---_..~_.,,-_...- -,.., .~,.,.,- XREFS: mB -~- %" GYP, BD, 2 METAL STUDS SCHEDULED TRIM 8" CMU WALL (REFER TO PLAN & WALL TYPES FOR LOCA TION) REFER TO FINISH SCHEDULE FOR FINISH 12" SEALANT OVER BACKER ROD - TYPICAL ALL SIDES ~SCHEDULED FRAME (WI ~ JAMB ANCHORS @ CMU LOCA TIONS) ------ %" GYP, BD, 2 METAL STUDS ;---- SCHEDULED TRIM / / / / 11 I, 1 I 1 I 1 ..I '--~_. F,R.BLOCKING AS REQUIRED _____ -~~--- CONCEALED TRACK ------.. ~'------ WOOD FRAME -------- DOOR - SEE SCHEDULE %" GYP, BD, 2 METAL STUDS SCHEDULED TRIM /// ,~ F,R, BLOCKING AS REQUIRED / .' < / V /1 1 I 1 I 1 /~---STUD BOX HEADER - ./ (2) 20 GA STUDS & (2) TRACKS) F,R, BLOCKING AS REQUIRED WOOD FRAME I' 1 ,-- DOOR - SEE V SCHEDULE A / 1 , 1 Il I FLOOR TRANSITION NOTES r 1 1 I 1 1 1 1 1 r I r 1 1 I 1 I 1 1 I r 1 1 I 1 I 1 1 , I I 1 I 1 I I I I 1 l I r I 1 I 1 I I 1 I r i I I i I I I ! I JLi , 1, FLOOR LEVEL CHANGES GREATER THAN X. SHALL BE BEVELED OR TAPERED, 2, FLOOR LEVEL CHANGES BETWEEN ,W AND ,'2" SHALL BE TAPERED AT A MAXIMUM 1:2 RATIO, r II 'I II II II " 'I II II II II II II II II " 3, FLOOR LEVEL CHANGES GREATER THAN.W SHALL BE SLOPED AT A MINIMUM 1 :12 RATIO, / / ~ "---- CONCEALED TRACK ~ WOOD FRAME DOOR - SEE SCHEDULE SCHEDULED DOOR AND HARDWARE AS SPECIFIED I I JJ___ I L ;-~ WALL TILE OVER LATEX / PORTLAND CEMENT MORTAR OVER BACKER BOARD li)f SILICONE SEALANT JOINT / SEE PLAN / r- FLASHING F--- f~ TILE OVER CEMENT TILE BACKE / // /" BOARD /// / I ',/ ,/ / / / ,/ // / / / ~~ CONTINUOUS 1 14" SEALANT / JOINT @ TUB PERIMETER A T OPENINGS 4' -0" & GREATER A T OPENINGS LESS THAN 4'-0" HEAD DETAIL HEAD DETAIL o o B~:~? DETAIL HEAD DETAIL o - TILE FINISH - SEE SCHEDULE POCKET DOOR SCALE: J" = 1'-0" WHEN PLOTTED AT 24 X J6 SCALE: J" = 1'-0" WHEN PLOTTED AT 24 X J6 SCALE: J" = 1'-0" WHEN PLOTTED AT 24 X J6 / r- %" F,T. PLYWOOD DECK / r- VAPOR BARRIER / /r--- 12" CEMENT TILE BACKER BOARD / TILE (THIN SET) TYPICAL INTERIOR DOOR SCALE: J" = 1'-0" WHEN PLOTTED AT 24 X J6 \; I SCHEDULED DOOR AND HARDWARE AS SPECIFI FINISH FLOOR AS I SCHEDULED - VERIFY I HEIGHT WITH THRESHOL (MUST BE LEVEL) CONC, SLAB - REFER STRUCTURAL DRAWINGS '- -- .. I I I I II I I I I - I-I --- DOOR - SEE SCHEDULE \ I 1/---. FLUSH THRESHOLD ~ /. FINISH FLOOR - SEE SCHEDULE // II / /'~~ / / / '>'.,:,-- I / !<'~ J "0, .-- -I-~----_._------------ '/;~---, ;" ,Ill, J1 '~ I~ ~ ~ Cl" .~ ii '~\, ''''' '~ ~8;>."THRESHOLD DETAIL ~ "''''-" SCALE: J" = 1'-0" )" "~j, II II II 'I II II ____- II II II II II II II I, II II II II II 'I II 'I II II II II II II II I, II I, II II II II II II II II II lb==d I i I I I I i I I I I I I I I i I I -+- I I r 1/ I J I i :j~/ L n J[lrJf ! q IJ ~ METAL STUD TUB PLATFORM FRAMING @ 16" O,C. MIN, TILED ACCESS PANEL FOR WHIRLPOOL UNITS-VERIFY LOCATIONS (SEE SPECS) TILE OVER LATEX PORTLAND CEMENT MORTAR OVER BACKER BOARD ~" SILICONE SEALANT TILE OVER THIN SET HOLD PLYWOOD & BACKER ~ BOARD W OFF SLAB ~ SET METAL TRACK IN FULL ~ BED OF SILICONE SEALANT ~ METAL STUD TUB PLATFORM FRAMING @ 16" O.c. MIN, ./ ./ DOOR - SEE SCHEDULE BATH SUPPORT MATERIAL PER MANUFACTURERS RECOMENDATIONS TRANSITION STRIP AS REQUIRED - REFER TO SHEET 1-5,2 DOOR - SEE SCHEDULE TRANSITION STRIP - SEE NOTES THIS SHEET FINISH FLOOR - SEE SCHEDULE CONCRETE SLAB ED FINISH FLOOR - SEE SCHEDULE I I I I I I -__~___ L o CONCRETE SLAB TO NOTES: 1. CONFIRM AND COORDINATE FILED DIMENSIONS WI SPECIFIED TUB DIMENSIONS AND TUB DECK SHOWN ON ARCHITECTURAL PLANS, NOTIFY ARCHITECT OF CONFLICTS PRIOR TO ORDERING TUB. 2, COORDINATE HEIGHT OF TUB PLATFORM AND SLOPE OF DECK WITH TUB MANUFACTURERS RECOMMENDATIONS, VERIFY SPACE REQUIREMENTS FOR WHIRLPOOL EQUIPMENT PRIOR TO INSTALLATION, '" q " 0::1 Cl '" q " q q ,j " q " q q " q '" d q ~ q 4 q " <1,j " 4 d q " <1 " <1 4 <, ,j 4 <1 ,j " 4 <1 q @ p~~~;SHOLD DET~E~J'=I'_O' @ B~~S~O:S HOLD D ET ~~L J" = 1'-0. o !~ ~TE~~ ~RO LD D ET ~EL J" = 1'-0' WHEN PLOTTED AT 24 X J6 'MIEN PLOTTED AT 24 X J6 WHEN PLOTTED AT 24 X J6 WHEN PLOTTED AT 24 X J6 I 1 1 I 1 1 I 1 I I I 1 1 I' 1 ~'" I....., I~'&MU WALL (REFER TO : PLAN~~... WALL TYPES FOR I LOCA TIO~)',,, 1 , -'" i- REFER TO FINISIf~" 1 FULL HEIGHT STUD (2 @ / : SCHEDULE FOR FINI~:'" OPENINGS GREATER THAN 48") :< ! / 12" SEALANT <'"-".'\"\..~,..> 2 CRIPPLE STUDS TO / I OVER BACKER ROD - . \', '. B. 0, nOM OF HEADER : TYPICAL ALL SIDES~~::,,< I ~, I ;--5CHEDULED FRAME (wi "'t:';>;.,~)~ / JAMB ANCHORS @ CMU "::'~,~,>. : / LOCATIONS) .', "h'~~,<, I '/?t! ",;(j.;, .~ 4%" (VERIFY) f I 4%" (VERIFY) 4%" r-- (VERIFY) r r f 6" l I _~----- GLASS SHOWER DOOR 1/ '%" METAL FURRING CHANNEL ~ %" GYP, BD, ------ r--- CHAMFER CORNERS / I r-- FLOOR TILE OVER / / MORTAR BED 1/ / I-I .! ~ I-- -- .~ SLOPE TO DRAIN N ~' ' /,// // %" GYP, BD. %" GYP, BD, 1 FULL HEIGHT STUD (2 @ OPENINGS GREATER THAN 48") 2 CRIPPLE STUDS TO BOTTOM OF HEADER ------ I~-- ~L- Ii '" . r I 1 I 1 I 1 I I L I I 1 \I '1 1\ 1\ 1 \ ". I \~-- .::.l - "'- . .... '... . '4 ,-.-- SCHEDULED TRIM / / l' /~-- F,R,BLOCKING AS REQUIRED 1 . L/ ./f ~__ WOOD FRAME 1/ 1/' ~ 1 ...J '4f1 .'''. '- r 1 I 1 'r:~ v,1 '~,! I.' I 1 L r I 1 I 1 1 1 I 1 L I 1 I 1 1 I } 1 . . ....J ... "------- SCHEDULED TRIM F,R. BLOCKING AS REQUIRED WOOD FRAME -- DOOR - SEE SCHEDULE WATER PROOF MEMBRANE FIRE TREATED 2X F,R.F,R.BLOCKING AS REQ'D - CUT TOP CORNERS 45 DEGREES SEALANT BED .~/ / SCHEDULED TRIM F,R. BLOCKING AS REQUIRED WOOD FRAME DOOR - SEE SCHEDULE /---- DOOR - SEE SCHEDULE ./ --/// ~ '0 iii C\I 10 <( / - e :g :> U / en Ol e .~ !:? Q ...,. o o /E Q) 0 Ol_ o It) en .. en 0() ~@ "28 ~C\I '0' e- ~~ ~Q It) .. C")e ~o 8"g C\I:::: /0 a..: a::: Xl ''1-1 \<i-, ~'it, 'l~.';...~;-,,\ -:~!"" J SILICONE SEALANT 't{"" \<;:. ~~-l<, """'."" \;.~~.,,:'. '~"l;- ~~~ '" >1;,,~ FLOOR TILE OVER THIN SET 10 JAMB DETAIL POCKET DOOR JAMB DETAIL JAMB DETAIL JAMB DETAIL SCALE: J" = 1'-0" WHEN PLOTTED AT 24 X J6 SCALE: J" = 1'-0" 'MIEN PLOTTED AT 24 X J6 BY-PASS DOOR SCALE: J" = 1'-0" WHEN PLOTTED AT14 X J6 TYPICAL INTERIOR DOOR SCALE: J" = l'-O~ WHEN PLOTTED AT 24 X J6 ....:....... "\.'tl~:~ ,-- .. ----- I Keyplan ...., """, --'l " ' ~~~ I , I /"'1 f'~J , \.\\'~.A i ' \f~ I _._-...__._~-----~.._-~--~---_.__.__._--_._~-_._- WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A , i I BPRC Submital: ____'_____... ___ __m_\_~3~~~___ '____......_._~,__ CONSTRU TION DOCUMENTS . -TYPICALI~ERiOR DR~ IT '---_.~-.._---~-_.- \-,,- -----..-- ----------- Date Plotted: january 11, 2005 -.----------------- -. - -' ..----.-- ---_.~._---- - - --' Date Issued: january 10, 2005 ~esidet}(... " \\ ,/ ~~ ." .,' . .,f ~)i' , S> ~ ...~.'. .~. ;,IY"..":,:,~ ."/'. )l} ~ (f.. ,.,. " "1, ;11 ~~)-)/. /"...-- '... (?:S'-_. ') , (#;...,"t'U'-"":"F~/ ~'::~-<'::kjr~t/f':'~ 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 -~5 02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT ro COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAl WORitS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENlS OF THE DESIGN. ----~_.__._~._-_.._~-_._-~-.~--~----_._._~._---- PROJECT NO. 03540 I I L__,______ ----""--~- .~ - ---.---- " TILB ~ "Q II) C\I It) I <( / - e :g :> U / en Ol .~ o o ...,. 8 /E Q) 0 Ol_ o It) en .. encc> ~@ '28 ~C\I '0- e- ~~ ~Q It) .. C")e ~o g-g C\I:::: /0 a..: a:: DOOR THRESHOLD SET IN FULL BED OF MASTIC - SLOPE OF BEVEL MUST BE 1: 2 TO MEET FFH REQUIREMENTS (TYP, ) 1" ------- PROVIDE LEVEL WITH FINISH -PNf/// / FLOOR (VERIFY) . I I '_:// // ~ ' S.Nt~-~-:---~ ~~\\-\""'-Jm-~----w.' --.---------~,'~, <1 ~ ~ <C1 .J." .j , ' " .~ 1 \ ~'...., _, \. ~ 1 \ d'1.:) ., ~ . \ ~ ~> \ ,-...--. - -"'--- -------- ---......---._---~.-'/ ~ ~ ' " -..,..... DOOR ~TH NEOPRENE SWEEP AS SPECIFIED -------- WATERPROOF TRAFFIC COATING AS SPECIFIED WHEN PLOTTED AT 24 X 36 CARPET AS SPECIFIED LEVEL WITH TILE (MAX, DIFFERENCE 14" TYP,) METAL TRANSITION STRIP AS SPECIFIED - VERIFY REQ'D HEIGHT (TYP,) ! / ! l TILE FLOORING AS SPECIFED (VERIFY FINISHED THICKNESS AND CONFORM TO FFH HEIGHT REQUIREMENTS TYP,) I' I G) ~~~;O~~OROLD DET~LJ'= 1'-0' <J ,J<] ,:1</ I ~ SOUND ATTENTUATION MEMBRANE SLOPED MASTIC TO BUILD UP HEIGHT FOR SMOOTH TRANSITION TH R ES H 0 L D D ET Arr~'- CONCRETE SLAB @ TYPICAL INTERIOR DOOR '--1 I Date Plotted: january 11, 2005 _...._--_._---~--------~---.--._-_.__. --~- --- ~-------"_.~'--"._- Date Issued: january 1 0, 2005 " , .0 '-"..:.1 '1 WHEN PLOTTED AT 24 X 36 BPRC Submital: -.- ----- --- ---------- - - ,----, --- Revisions: f-- --- ------- - -,--- -~---_.._- Ll " .j JJ ~ f:fJt Keyplan nUi I I WALTON H. CHANCEY 8. ASSOCIATES ARCHITECTS P A ''9 esidel) \..... (.... ..t ",~';.(). (:~ r- fa.' ~ '~>)/~',/- . ,. <<~;'.:: ,. ') ('7~''/;, 1':/;''''1'':/'.'''/' t',:_~~,.~J".;r~.y.,< 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Sea grove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 20031HESE ~LANS ARE COPYRIGHTS> AND ARE SUBJECT TO COPYRlGtfT ~ROTECTION AS AND "ARCHITECTURAL WOR.... UNDER SECTION' 02 OF THE CO~YRIGtfT ACT. 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAl. WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECnON INCLUDES BUT IS NOT UMlTED TO THE OVERAl, FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF S~ACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 - --- - __, ..______....._..J I I ! I I I I I SCALE: 3" = "-0" 03540 CONSTRUCTION DOCUMENTS TYPICAL INTERIOR DETAILS A-526 XREFS: TTLB System No. W-L-I054 F Ratings -1 and 2 Hr (See Items 1 and 3) T Rating - 0 Hr L RatIng At Ambient - Less Than 1 CFM'Sq Fl L Rating At 400 F - 4 CFM'Sq Ft A -----r-rrNJ1....--,-r~ I I' v I. ; -ii! \ ---..,--@ I - . t I \'~I~i __~.....~..\lU. .w, j A 0_'0'0'_0'_" (.r;~.!'r".:::. ;~-~~~~.~t /'-""~'~' f ..10"_,>' ....." ...... .. /-'',1'1': '~:'\ .1..1 '\ \ ,\ tv \~~! "tl~ tot \\::0. ill \\~'\.. ,A)')l <\:..,~, ,..,J ..'_( "',",:'L -'-,,,~'''''''''x....'''' '~l'.~'-' -_ ',:...., A,-j ----1ll, I.. 11G~ Jil ~- /~7 ~ ' ,/" i L~~lr..L~ _ SECTION A"A _....-..~.."....-- 1. Wall Assembly - The 1 or 2 1rr fire-nted gypsmn \Wllboardl stud wall assembly shall be comtrllcted oft~ materials and in the rnmmer specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resi!tance Direct01Y and shall include the following construction features: System No. W-L-I095 A Studs - WaIl frarning may consist of either wood studs or steel chmmel studs. Wood studs to consist ofncm 2 by 4 in. lumber SpiCed 16 in, OC. Steel studs to be min 2-l/2in. wide and spiCed max 24 in. OC, When steel studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be :furrned on all sides using lengths of steel stud installed between the vertical studs and screw-attached to the steel studs at each end. The framed opening in the wall shall be 4 to 6 in. wider and 4 to 6 in. higher than the diam of the penetrating item such that, when the penetrnting item is installed in the opening, a 2 to 3 in clearance is present between the penetrating item and the framing on all fom sides. F Ratings -1 & 2 Hr (See Item 1) T Ratings - 1 & 2 Hr (See Item 3) L Rating At Ambient - Less Than 1 CFM/Sq Ft L Rating At 400 F - 4 CFM/Sq ft rA I I B. Gypsum Board* - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsmn board twe, thickness. number of layers. fiNener type and sreet orienttion shall be as specifiedin the in<lividUBl U300 CI' U 400 Series Design in the UL Fire Resistance Directory, Max diam of opening is 32-1/4 in. for steel stud walls, Max diam of opening is 14-112 in. for wood stud walls, :..... I I LA The F Rating of the tiredDp system is equal to the fire rating of the wall assembly. 2. Through-Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop sy!t.em. The arnmlar space shall be rnin o in. to max 2-1/4 in. Pipe may be imtaIled'\Vith contiIllJOUS point contact. Pipe, conduit or tubing may be instBlled at an angle not greater than 45 degrees from perpendicular. Pipe, conduit or tubing to be rigidly supported on both sides ofwall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: SECTION A-A 1. Wall Assembly The I or 2 h fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. sted Plpe- Nom 30 in dimn (or smaller) Schedule 10 (or heavier) steel pipe, A, Studs Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in, lumber spaced 16 in, OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in, OC, B. Iron Pipe - Nom 30 in. diam (or smaller) cast or ductile iron pipe. B. Gypsum Board * 5/8 in, thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory, Max size of opening 2-5/8 in, by 18 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. C. Conduit - Nom 4 in dimn (or smaller) steel electrical metallic tubing or 6 in, <limn steel conduit. D. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe - Nom 6 in. diam (or smaller) regular (or heavier) copper pipe. 2, Electric Metallic Tubing (EMT) One or more nom I in. diam steel electric tubing. The annular space shall be min 1/2 in, to a max I in, Conduit to be rigidly supported on both sides of wall assembly. 3. Flll, Void or Cavity Material* - Sealant- Min 5/8 in thickness offi.11 material applied within the arnmlus, flush with both surfaces of wall. At the point or ccntinuous contact locations between pipe and wall, a min 1/2 in dimn bead of:fill material shalll:e applied at the pipe wall interfuce on both surfaces ofwall . 3, Fill, Void or Cavity Material* Sealant - For 2 h F Rating, min 1-1/4 in, thickness of fill material applied within the annulus, flush with both surfaces of wall. For I h F Rating, min 5/8 in, thickness offill material applied within the annulus, flush with both surfaces of wall, fiLTI CONSTRUCTION CHElWCALS, DIV OF HIL TI CONSTRUCTION CHEMICALS, DIV OF HIL TI INC - FS-Qne Sealant HILTI INC - FS-One Sealant System No. W-L-1290 F Rating -1 and 2 Hr (See Item 1) T Rating - 0 Hr ('1~\ .----T-- ---ron-, /1.__ ---r---- ----- '.._/'"-.-..... i ~ ~ ~ ~~ ! t ~ "'... I ~ 1: ~~ t ~ I ' : t I ' I ' r.::1 -j' f '-H' ' --r. ( (~ \ Y :' ~I 1, I , i , f ; 4--'T;(.- _.,--'--_......... "'-r-' ~_._.__~I / : ~ ~" ,f i f ~" / l; f ......, , i ( ~ ' ",_ / i 1 ~ ........ /."2' ! ~ ~ ~M'"" \ j ! t ~ \ 3) ",-, I t fL' "'-...,... --J_ 1~,II_lllll I IJIfoIM, t;L..,..""...... r! '{ /~~... 13\ , ' -' ..'J\.,...__",.... /' ,/ " SECTION A....A 1. Wall Assembly - The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features. A. Studs - The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features, B. Gypsum Board*. - Nom 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the Fire Resistance Directory. Max diam of opening is 5 in. The hourly F and T Ratings of the flrestop system are equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant - One metallic pipe, conduit or tubing installed concentrically or eccentrically within the firestop system, Pipe, conduit or tubing may be installed at an angle not greater than 45 degrees from perpendicular. Pipe, conduit or tube to be rigidly supported on both sides of wall assembly. The annular space between the pipe or tube and periphery of the opening shall be min 0 in (point contact) to max 1/2 in, The following types and sizes of metallic pipes, conduit or tube may be used: A, Steel Pipe - Nom 4 in, diam (or smaller) Schedule 40 (or heavier) steel pipe. B. Iron Pipe - Nom 4 in. diam (or smaller) cast or ch.1ctile iron pipe. C. Conduit ~ Nom 4 in. diam (or smaller) steel electrical metallic tubing (EMT) or steel conduit. D. Copper Tube - Nom 4 in. diam (or smaller) TWe L (or heavier) copper tube. E, Copper Pipe - Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material *-Sealant - Min 5/8 in. thicknes.-;; offill material applied within the annulus, flush with both surfaces of wall. At the point contact location between pipe and wall, a min V2 in diam bead of fill material shall be applied at the pipe/wall interface. HILTI CONSTRUCTION CHEMICALS, DIV OF HIL TI INC - CP606 Flexible Firestop Sealant *Bearing the UL Classification Mark *Bearing the UL Classification Marking "'Bearing the UL Classification Mark Ol ~ g It) ..( ",.- - e :g :> U / en Ol e .~ o (5 8 /E Q)00 0lC") 00 en .. enC\l ~@ ~~ ~- e- ~~ ~~ C")e ~o ,V) '0 8Q) C\I:::: /0 a..: a: MULTIPLE PIPES THRU GYPSUM WALL o METAL CONDUIT THRU GYPSUM WALL @ UL WL 1095 1-HR OR 2-HR 8) UL WL 1054 1-HR OR 2-HR WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A Keyplan 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A. Suite 108 Sea grove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 2IXl3 THESE PlANS ARE COf'YlllGH1ED AND ARE SUBJECT TO COPYRIGHT PR01EC11ON AS AND "ARCHITEClURAL WORIC' UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITEClURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITEO TO THE OVERALL FORM AS waL AS THE ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENlS OF THE DESIGN, METAL CONDUIT THRU GYPSUM WALL UL WL 1290 1-HR OR 2-HR ~esldel'l~ (t; ~~ ~ ~ , .... -;'})/I'".,(/--- ,1'P5n~ (~:r/'ljtu"U""(':7:/~<t!'L" g;;, ~~~r!:?~ PROJECT NO. 03540 CD System No. W-L-2075 F Ratings - 1 & 2 Hr (See Item 4) T Ratings - 0 and 2 Hr (See Item 4) L Rating At Ambient - Less Than 1 CFMlSq Ft L Rating At 400 F - 4 CFM/Sq Ft ...... "" . ~, j...."--, '... .. ~ -.-" .. .. rA/, (3)- . ~ ~ . .. .. (3 ,,~.~*._ r~~ ~~{~::~~~!~:~. ..".<- .....,c: '.' .....,. l~A .. I . I . .~ i . I I l I /1 ,..~....' v...... .sE-CJ'IQN ^-A . 1. Floor or Wall Assembly - The fire-rated gwsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood SUds or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in, OC. Steel studs to be min 2-112 in. wide and spaced max 24 in. OC. B. Gypsum Board* - Nom 5/8 in. thickgwsum wallboard, as specified in the individual Wall and Partition Design, Max diam of opening is 4 in. 2. Metallic Sleeve - (Optional) - Nom 4 in, diam (or smaller) Schedule 40 (or thinner) steel pipe cast into wall assembly with joint compound and installed flush with wall !Uffaces. 3. Electrical NonmetalUc Tublng+ -Nom 2 in, diam (or smaller) conugatedwall electrical nonmetallic tubing (ENT) constructed of polyvinyl chloride (pVC), Tubing to be rigidly supported on both sides of wall as.-;;embly. A nom annular space of 3/4 in. is required within the fire stop system. See Electrical Nonmetallic Tubing (FKHU) category in the Electrical Construction Materials Directory for names of manufacturers. 4. Fill~ Void or Cavity Material * - Sealant - Installed symmetrically on both sides of the wall. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly In which It Is Installed. Fill material applied within the annulus, flush with each end of the steel sleeve at the thicknes.-;; shown in the table below: F Rating Hr T Rating Hr FillMtl Depth In. 1 0 2 2 5/8 1-114 HILTI CONSTRUCfION CHEMICALS, DIV OF HILTI INC - FS-One Sealant rn JAN ! 1 2005 +Bearing the UL Listing Mark *Bearing the UL Classification Marking ENT THRU GYPSUM WALL UL WL 2075 1-HR OR 2-HR BPRC Submital: Date Plotted: January 11. 2005 Date Issued: January 10. 2005 Revisions: A -531 03540 CONSTRUCTION DOCUMENTS '" ,,~,,';'{' ~..,\'): "":" ~'~'! . ^' '., '. \.."',"',.,,.., I, : <'1 .I"~. '.. .. ~-("* ~ , . ";1'X' , PENETRATION DETAILS Ol ~ ci C") It) < / - C :g :> U / a c .~ ~ o 8 /E Q)00 8>s ~ .. oC\l a..@ ~~ ~. e- ~~ ~~ C")e ~o ,V) '0 8Q) C\lt: /0 a..: a::: XREFS: TTLB @ System No. W-L-3065 F Ratings -1 and 2 Hr (See Item I) T Rating - 0 Hr lA . . . ~ .' lB' .,..----'JoA /v .. .' ...G:: ,'"' . ' .' "']" ': I .' ;. :.if.'.'. :., '- ..... .~... -'\'.. .:.:.. i/ _ "'-,:.;- ~~:;" -'.',., ':..(' ol~r-' "I...~"."". c' >~..,~, ~~.~.~:-.;.-~ -...,i:..-'!....,..........,.,....>-')~/ ....<.~~:~.?~7:~.. .....,f " ~..~.=;.~~"';--. i~L:. ...... :.=--.._'=:=:~==:~~.,_ . '''- ~'~.." ..~ .. ~ ' ~"--'r'- ....,.,...-..,......, ,. --.I .",.,.' ....f . .. . :.... .._...._......,...... II... '...".........., _,._, ..... ~3l~ ...., .... ................_. ...._.._..-r~:-;-;.:? , ,!;,-,:;,:=,,::'''; i I . ': ......-.. ...,..".~A . r .! .. . ~.. .-' ..-,..-..-,,,j---.. / " SECTION A-A 1. Wall Assembly - The 1 or 2 fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A, Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in . wide and spaced max 24 in. OC, B. Gypsum Board" - Nom 5/8 in. thick gypsum wallboard, with square or tapered edges. The gypsum wallboard type. thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Designs in the UL Fire Resistance Directory. Max diam of opening is 4 in, The F Rating of the firestop system is equal to the fire rating of the wall assembly. 2. Metallic Sleeve - (Optional) - Nom 4 in. diam (or smaller) steel electrical metallic tubing (EMT) or Schedu Ie 5 (or heavier) steel pipe or min 0.016 in. thick (28 MSG) galv steel sleeve cast into wall assembly with joint compound and installed flush with wall surfaces, When Schedule 5 steel pipe or EMT is used, sleeve may extend up to 18 in, beyond the wall surfaces. 3. Cables - Aggregate cross-sectional area of cable in opening to be max 45 percent of the cross-sectional area of the opening, The annular space between the cable bundle and the periphery of the opening to be min 1/4 in, to max 3/4 in, Cables to be ridigly supported on both sides ofthe wall assembly. Any combination ofthe following types and sizes of copper conductor cables may be used: A. Max 7/C No. 12 AWGwith polyvinyl chloride (PVC) insulation and jacket. B. Max 25 pair No, 24 AWG telephone cable with PVC insulation and jacket. C. Type RG/U coaxial cable with polyethylene (PE) insulation and PVC jacket having a max outside diameter of Y2 in. D, Multiple fiber optical communication cable jacketed with PVC and having a max OD of 5/8 in. E. Through Penetrating Products*'- Max three copper conductor No, 8 AWG. Metal-Clad Cable+. AFC CABLE SYSTEMS INC F, Max 3/C (with ground)(or smaller) NO.8 AWG copper conductor cable with PVC insulation andjacketing. 4. Fill, Void or Cavity Material III - Sealant Fill material applied within the annulus, flum with each end of the steel sleeve or wall surface, Fill material installed symmetrically on both sides of the wall. A min 5/8 in. thickness of sealant is required for the 1 or 2 hr F Rating. An additional 112 in, diam bead offill material shall be applied aroun d the perimeter of sleeve on both sides of the wall when sleeve extends beyond surface ofwa11. HILTI CONSTRUCTION CHEMICALS, DIV OF HIL TI INC - CP601S, CP606 or FS-One Sealant *'Bearing the UL Classification Mark CABLE BUNDLE THRU GYPSUM WALL (jJ UL WL 3065 1-HR OR 2-HR System No. W -L-8013 F R a tin g s - 1 and 2 H r (S eel te m 1) T R a tin g - 0 H r L Rating AtAmblent- S CFM/Sq Ft L Rating At 400 F - 2 CFM ISq Ft SJ~_C.IIO~'_hA=A 1. W all A .oem bly The lor 2 hr fire-rated gypsum board/stud wall assem bly shall be constucted of the materials and in the manner specified in the individual U 300 or U 400 Series W all and Partition Designs in the U L Fire Resistance 0 irectory and shall include the following construction features: A, Studs W all fram ing may consist of either wood studs or steel channel studs Wood studs to consist of nom 2 by 4 in, lum ber spaced 16 in,QC, Steel studs to be min 2-112 in, wide and spaced max24in,QC, B. Gyp.um Board' 5/8 in, thick, 4 ft wide with square or tappered edges, The gypsum board type, thickness, num ber of layers. fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design, M ax area of opening is 352 sq in,with max dimension of22 in,wide, The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assem bly in which it is installed, 2, Cab Ie Tray' Max 18 in, w ide by m ax 6 in, deep open-ladder or solid-back cable tray with ch8nnel-shaped side rails form ed of 0 065 in, thick alum inum or 0,060 in, thick steel and with 1-112 in, wide by 1 in, channel shape rungs spaced 9 in OC or a 0,029 in, thick steel solid back. respectively, 0 ne cable tray to be installed in the opening, The m ax annul8r sp8ce between the c8ble tray and the periphery of the opening shall be min 1 in, to m ax 7 in, C able tray to be rigidly supported on both sides of floor or wall assem bly, 3, Cable. Aggregate cross-sectional area of cables in cable tray to be max 30 percent of the cross.sectional area of the cable tray, A ny com bination of the follow ing types and sizes of copper conductor cables may be used' A , 7/C No, 1 2 A W G with poly v in y I c h 10 rid e (P V e ) in s u la tic n an d PVCjacket, B, 100 pair - No, 24 AW G cable with PVC insulation and jacket, IllLTI CDNSfRUCTION OIEMICALS, DIVOF IllLTI INC 5400 S 122ND EAST A VB 1U1SA, OK 74146 USA Rl3240 c, lie, 750 kcm il (or sm aller) with PV e insulation and jacket, 4 Through-Penetrants One ormore pipe ortube to be installed within the opening, The total num ber of through-penetrants is dependent on the size of the opening and types and sizes of the penetrants, A ny com bination of the penetrants described below may be used provided that the following param eters relative to the annular spaces and the spacings between the pipes are maintained, T he space between the pipe or tube and the periphery of the opening shall be m in 1-1/2 in, to m ax 9-1/4 in, Pipe or tube to be rigidly supported on both sides of floor or wall ass em bly, The following types and sizes ofnon-m etallic or metallic pipes, or tubes may be used: CP617 Putty Pads, for use with tnlX 4 by 4 in, flush device ULLsted M1allic o.rtlet Boxes installed with steel cover plates in 1 and 2 hr. fire rated gypsum \\allboard \\all ~lies :frarred with min 3-1/2 in, deep VvOOd or steel stills and constructed as specified in the individual moo er U400 Series Wall and Partition ~gns in the Fire Resistance Directay, Min 1/8 in thick tmldable putty pads are to be installed to completely cover the exterier surfaces of the outlet box (except fer the side of the outlet box ~ the stud) and completely sml 8gfllnst the stud within the stud cavity, \\hen tmldable putty JEd outlet box protective m:tterial is usOO on boxes on both sides of \\all as directed, the horizontal separation beffiem outlet boxes on opposite sides of the wall rmy be less than 24 in, provided that the boxes are not installed 00ck to back A, Polyvinyl Chloride (PV C) Pipe Max 3 in, diam Schedule 40 solid core PV e pipe (or sm aller) for use in closed (process or supply) or vented (drain, waste or vent) piping system, B, Steel Pipe Nom 6 in, diam (or sm aller) Schedule 40 (or heavier) steel pipe, e, Conduit Nom 4 in, diam (or sm aller) steel electrical metallic tubing or 6 in, diam steel conduit, D, C opper Pipe Nom 4 in, diam (or sm aller) Regular (or heavier) copper pipe, E, Copper Tube Nom 4 in, diam (or smaller) Type L (or heavier) copper tube, CP 617 FIreStop Putty Pads , for use with tnlX 4 by 3-314 by 3 in deep UL Lsted NOOIn'tallic OJt:let Boxes mmufactured by Carlon Electrical Products, made from polyvinyl chl<rick; and bearing a 2 hr rating under the "Qrtlet Boxes and Fittings Qassification for Fire Resistance" categrny in the Fire Resistance arectory. Putty pads and boxes for use in 1 and 2 hr fire rated gypsum WIllboord msernblies, frarm:l with min 3-1/2 in deep VvOOd studs and constructed as specified in the individual moo Series Wall and Partition ~gns in the Fire Resistance arectory. OJt:let box secured to VvOOd stud by rreans of tv\o nailing tabs supplied with the outlet box. Min 1/8 in. thick tmldable putty pads are to be installed to corqJletely cover the exterior surfoces of the outlet box (exrept for the side of the outlet box ~nst the stud) including the nailing tab and completely sml against the stud within the stud cavity, Oltlet boxes installed with steel or plastic cover plates. \Vhen tmldable putty JEd outlet box protective rmterial is usOO on boxes 00 both sires of \\all as directed, the horizmtal separation bet\\em boxes on opposite sides of the \\all rmy be less than 24 in. provided that the boxes are rot installed back to back . 4A, Pipe Covering (Not Shown)Nom 1-112 in, thick hollow cylindrical heavy density (m in 3,5 pcf) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory applied self-sealing lap tape, Transverse joints secured with metal fasteners or with butt tape supplied with the product. See Pipe and EqulpmentCoverlng and Materials (BRGU) category in the Building Materials 0 irectory for nam es of manufacturers A ny pipe covering material meeting the above specifications and bearing the U L Classification Marking with a Flam e Spread Index of 25 or less and a Sm oke Developed Index of 50 may be used 5, Cables Max 1-1/2 in,diam !ightbundle of cables installed within the opening and rigidly supported on both surfaces of wall, T he space between the cables and periphery of the opening shall range from 1-3/16 in, min to a max of 1-1/2 in, Any combination of the following types and sizes of cables may be used: A, 7/C No, 12 A WG with polyvinyl chloride (PVC) insulation and jacket. B, 25 pair - No, 24 A WG cable with PVC insulation and jacket. C, Type R GU/59 coaxial cable with PVC outer jacket. CP 617 Firestop Putty Pam , for use with tnlX 2-1/4 by 3-314 by 2-314 in. deqJ UL Lsted NOOIn'tallic OJt:let Boxes mmufactured by Pass and Seyrrrre, me" and bearing a 2 hr rating under the "Urtlet Boxes ani Fitting; Oassification for Fire Resistance" category in the Fire Resistance arectOl)', Putty pads and boxes fer use in 1 and 2 hr fire rated gypsum \\allboord ~lies, frarml with min 3-1/2 in. deep v.ood studs and constructed as spocified in the individual moo Series Wall and Partition ~igns in the Fire Resistance arectOl)', o.rtlet box secured to v.ood stud by rreans of tv\o nailing tabs supplied with the outlet box. Min 1/8 in. thick tmldable putty IRis are to be installed to completely cover the exterior surfaces of the outlet box (exrept fer the side of the outlet box against the stud) including the nailing tab and completely sml against the stud within the stud cavity, Qrtlet 1x>xes installed with steel or plastic cover plates, \\hen tmldable putty pai outlet box protective rmterial is usOO on boxes on both sides of wall aci directed, the horizmtal separation betV\Wl boxes on opposite sides of the wall rmy be less than 24 in, provided that the boxes are not installed hick to back . D, 24 fiber optic cable with PVC sub unit and outer jacket. 6, Firestop System The firestop system shall consist of the following: A, Fill. Void or Cavity Material" Fill, Void or Cavity Material*- Fire Blocks For walls incorporating max 3-5/8 in, steel studs or max 2 by 4 in, wood studs, fire block installed with 5 in, dimension projecting through and centered in opening, For walls constructed of larger steel or wood studs, fire block installed with long dimension passing through and centered in opening, Blocks mayor may not be cut flush with both surfaces of wall. When multiple layers of gypsum board are used, blocks may be recessed 1/2 in, from surface of wall , HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS 657 Fire Block CP 617 Firestop Putty Pam , for use with tnlX 4 by 3-314 by 3 in deep UL listed NOOIn'tallic Oltlet Boxes mmufactured by Allied rvblded Products, Inc., made from fiber reinferced thenmplastic and bearing a 2 hr rating under the "llilet Boxes and Fittings Oassification for Fire Resistance" categOl)' in the Fire Resistance Directay. Putty pais and boxes for use in 1 hr fire rated gypsum wallboard assamlies, frarm:l with min 3-1/2 in. deep v.ood studs and coostructed as specified in the individual moo Series Wall and Partitioo ~gns in the Fire Resistance arectOl)'. llilet box secured to v.ood stud by means of tv\o nailing tabs supplied with the outlet box. Min 1/8 in thick tmldable putty pais are to be installed to completely cover the exterier surfaces of the outlet box (exrept for the side of the outlet box against the stud) including the nailing tab and completely sml against the stud within the stud cavity, llilet boxes installed with plastic cover plates. \\hen tmldable putty JEd outlet box protective rmterial is usOO on boxes 00 both sires of \\all as directed, the horizootal separation bet\\em boxes on opposite sides of the v.all rmy be less than 24 in. provided that the boxes are not installed back to back , B, Fill, Void or Cavity Material" Sealant or Putty - Fill material to be forced into interstices of cables, between cables and cable trays, around each penetrant and where obvious voids are observed to max extent possible on both surfaces of the penetration, HILTI CONSTRUCTION CHEMICALS. DIV OF HILTI INC - FS-One Sealant, CP 618 Putty Stickor CP620 Fire Foam *Bearing the UL Classification Mark MULTIPLE ITEMS THRU GYPSUM WALL JUNCTION BOX DETAIL o UL CLlV R13240 ULWL8013 1-HR OR 2-HR Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS PA ),.4esidel'}~ ~ (\\1\ ~ , . .... 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ?)I:;.-- ".-- CY. ,/-:~- , - "",-c6"''-4,,.d <<375"") B'rLf!kJC~?-e O:lOO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECllON AS AND "ARCHITECTUIlAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS waL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO, 03540 @ System No. C-AJ-1226 F Rating - J Hr T Rating - 0 Hr L Rating At Amblent- Less Than 1 CFMlSq Ft L Rating At 400 F - 4 CFMlSq Ft ....-- q; l-~A \2....:""'" . ;':,:;f~,"r',.--~-....;, -,;~;~i:~:,'.),. , 'FJ"""'~, ,'."-""""" -' *;: ::\:". ~ ......\ '~f:".~ ~': ' '. .. '- ,', ~. t 9 '., ,:: "'I" '\ ,.", .' . '...... .. . . j . .' . ~ ".. " .1 . ',' . ~.~ ... .. " . .. 11:. f ~ ',.......~t' ~, .....-.. ." y-'":y../ , 3 ) ~-~( SECTION A-A 1. Floor or Wall Assem bly - Min 4-112 in. thick reinforced lightweight or nonnal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks". Max diam of opening is 32 in. 2. MetalUc Sleeve - (Optional) Nom 32 in. diam (or smaller) Schedule 40 (or heavier) steel sleeve cast or grouted into floor or wall assembly. flush with floor or wall SU1faces or extending a max of 3 in. above floor or beyond both surfaces of wall. 3. Through-Penetrant - One metallic pipe, tube or conduit to be installed either concentrically or eccentrically within the fire stop system, The annular space between penetrant and periphery of opening shall be min 0 in. (point contact) to max 1-7/8 in, Penetrant may be installed with continuous point contact. Penetrant to be rigidly supported on both sides oftIoor or vva11 assembly. The following types and sizes of metallic penetrants may be used: A. Steel Plpe- Nom 30 in. diam (or smaller) Schedule 10 (or heavier) steel pipe, B. Iron PI pe - Nom 30 in. diam (or smaller) cast or ductile iron pipe. C. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. D. Copper Tubing - Nom 6 in. diarn (or smaller) Type L (or heavier) copper tubing. E. Conduit - Nom 6 in. diam (or smaller) steel conduit. F. Condult- Nom 4 in, diam (or smaller) steel electrical metallic tubing (EMT). 4. Flrestop System - The flrestop system shall consist of the following: A. Packing Materlal- Min 4 in. thickness ofmin 4 pcfmineml wool batt insulation finnly packed into opening as a permanent fonn. Packing material to be recessed from top surface of floor or sle eve or from both surfaces of wall or sleeve as required to accommodate the required thickness of fill material. B. .lilli, Void or Cavity Material" - Sealant- Min 1/4 in. thiclrness of fill material applied within the annulus, flush with top surface of floor or sleeve or with both surfaces of wall or sleeve. At the point or continuous contact locations between penetrant and concrete or sleeve, a min 1/4 in. diam bead of fill material shall be applied at the concrete or sleeve! pipe penetrant interface on the top surface of floor and on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -FS-One Sealant 'I.m JAN. J 2005 rl, ~ *'Bearing the UL Classification Mark EPT NOTE: FOR USE WITHIN A WALL CAVITY ONLY MTL CONDUIT THRU CONCRETE FLOOR UL CAJ 1226 3-HR BPRC Submital: Date Plotted: January 11, 2005 Date Issued: January 10, 2005 Revisions: 03540 "" }" "'" ;/':'>">. , · (If'I ' '- I, ' , ;, \ !Jl' '. ~. ~:', f"'j , - ',f,; ~ ( \1 . ~\' "/' 1~" \' ~~. p' tj ~~, d · If'. " ,,' ' j~" ' I " '!~l ~ , v ; /.'~ f.. ,','" ,./i '1 , !_:.I..~~~~')r' ,;::",~-> i~::', , ',~ " CONSTRUCTION DOCUMENTS PENETRATION DETAILS A-532 " '" .1;. ~ " t" . " t I~ ,:F~ I'" ".' XREFS: TTLB Ol ~ ci C") It) .( / - e Q) t: :> U / en Ol e .~ o o 8 /E Q)00 Ol_ 00 ~ .. oC\l a..@> ~~ ~- c- ~~ ~Q It) .. C")e 90 C')'O 8Q) C\I:::: /0 a..: a: @ System No. F-A-I017 F Ratlng - 3 Hr T Rating ~ 0 Hr I '-'. ..3_;... ,.....".-A i I I I ", /;,{;;:"=::::C:;:.~\~ '-r/,' \'\\ VI ~~ \i',I, i~ 'I~~ . >, ~/!/ ./ tf:'~\:::,"::::~.::::~~;::~~-;v ./ ,~" ."..")'""....'... k__,/) ~ t j'- '. ! tIIIIII-'1""" .......--{ ~ i l . l-, I ; "... -'~. t~r._..'...'n ~ , . r 3J ,j! ;.. u_"""'"-'':~':''':..''''''M'..J~;I\''-''--''' ,..., '" '.....-/... , ' ~'!' "\ A j : :' I System No. F-A-I023 , 1 I.., ' I -1 " .......1 " t ".J r::: F Rating - 3 Hr T Rating - 1/2 Hr '. f~~~'" ... I --.~ ' ,,_,\_..A~ ":.:!~ I I I I I ,'j ,:'f 4/.. II F Rating - 3 Hr System No. F-A-I022 ,", (0 I I i I .....--~~ \ ( ~ ......._"......",.... "...._~.....-/ /t -'. \~'...'...) ,'~' ....... .' '.., " ~~::'~I T Rating - 2 Hr -,A I I I ! i .... I ....<Y SECT10~.P.a..::,A l , i I 1. Floor Assembly Min 4-112 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. 141 \.:~ ~ , ; I-~ l.:v IA. Floor Assembly.. (Optlonal- Not Shown) The fire rated unprotected concrete and steel floor assembly shall be constructed of the materials and in the manner specified in the individual D900 Series designs in the UL Fire Resistance Directory and as summarized below: <: ~ ~ \ ~ ._.Ir~~" \ ~~ ......,/ A. Concrete Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pef) concrete. B. Steel Floor and Form Units* Composite or non-composite max 3 in. deep galv steel fluted units as specified in the individual Floor-Ceiling Design. 2. Flrestop Devtce~ Cast in place firestop device permanently embedded during concrete placement or grouted in concrete floor assembly in accordance with accompanying installation instructions with a max 2 in. projection above the top surface of the concrete, SECTION A..A 1. Floor or Wall Assembly - Min 4-112 in, thick reinforced lightweight or normal weight (100- 1 50 pcf) concrete, 1. Floor or Wall Assembly - Min 4-112 in. thick reinforced lightweight or normal weight (100-150 pet) concrete. HILTI CONSTRUCTION CHEMICALS, DIV OF lA. Steel Floor Unit! Floor Assembly - (Not Shown)- As an alternate to Item 1, the floor assembly may consist of a fluted steel floor unit! concrete floor assembly, The floor assembly shall be constructed of the materials and in the manner described in the individual Floor-Ceiling Design in the Fire Resistance Directory and shall include the following construction features: 1A. Steel Floor Unit! Floor Assembly - (Not Shown)- As an alternate to Item 1, the floor assembly may consist of a fluted steel floor unitJ concrete floor assembly. The floor assembly shall be constructed of the materials and in the manner described in the individual Floor-Ceiling Design in the Fire Resistance Directory and shall include the following construction features: illLTI INC ~ CP 680-75/2.5", CP 680-110/4" or CP 680-160/6" 3. Through Penetrants One metallic pipe, conduit or tubing to be installed within the flfestop device. Pipe, conduit or tubing to be rigidly supported on both sides offloor assembly. The following types of pipe, conduit or tubing may be used: A. Concrete- Min 4-112 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete, as measured from the top plane of the floor units. A. Concrete - Min 4-112 in, thick reinforced lightweight or normal weight (100-150 pet) concrete, as measured from the top plane of the floor units, Steel Pipe - Nom 6 in, diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Steel Floor and Form Units* - Composition or non- composite 1-1/2 in. to 3 in. deep fluted galv steel units as specified in the individual Floor-Ceiling Design, B. Steel Floor and Form Units. - Composition or non- composite 1-1/2 in, to 3 in, deep fluted galv steel units as specified in the individual Floor-Ceiling Design. Iron Pipe - Nom 6 in, diam (or smaller) cast or ductile iron pipe, Conduit - Nom 6 in, diam (or smaller) rigid steel conduit 2. Firestop Device* - Cast in place firestop device permanently embedded during concrete placement or grouted in concrete floor assembly in accordance with accompanying installation instructions with a min, 2 in. projection above the top surface of the concrete, 2, Firestop Device. - Cast in place firestop device pennanently embedded during concrete placement or grouted in concrete floor assembly in accordance with accompanying installation instructions with a min. 2 in, projection above the top surface of the concrete. Con duit - Nom 4 in. diam (or smaller) steel electrical metallic conduit Copper Tubing - Nom 6 in, diam (or smaller) Type L (or heavier) copper tubing, HIL TI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP 680-75/2.5", CP 680-11014", CP 680-160/6" HILTI CONSTRUCTION CHEMICALS, DIV OF Copper PIpe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. HILTI INC - CP 680-7512.5", CP 680-110/4", CP 680-160/6" The firestop device and metallic penetrant shall be sized as follows: 3. Through Penetrants - Five nom 1 in. diam metallic pipes, tubes or conduits to be installed within the firestop system. The annular space between the penetrants shall be min 1 in, to max 2 in. The annular space between penetrants and the device is min 3/4 in. Penetrants to be rigidly supported on both sides of floor assembly, The following metallic pipes, tubes or conduits may be used, 3, Through Penetrants - A max of one nom 3in. diam (or smaller) and one nom 2 in. diarn (or smaller) metallic pipes, tubes or conduits to be installed within the firestop system. The annular space between the penetrants shall be min 1/8 in, The annular space between penetrants and the device shall be min 1/2 in. Penetrants to be rigidly supported on both sides of floor assembly, The following metallic pipes, tubes or conduits may be used. Nom Pipe Dlameter+ 1-1/2 to 2-112 in, Flrestop Device CP 680- 7512,5" CP 680-110/4" CP 680-160/6" A. Steel Conduit - Nom I in. diam (or smaller) rigid steel conduit or steel electrical metallic tubing (EMT), , 3 to 4 in, . 4 to 6 in, + When metallic pipes of diameters smaller than those shown above are installed within the device, CP618 Firestop Putty Stick or mineral wool insulation shall be installed within the device. B. Steel Pipe - Nom 1 in, diam (or smaller) Schedule 5 (or heavier) steel pipe, A. Steel Conduit - Steel electrical metallic tubing or rigid steel conduit. 4. Fill, Void or Cavity Material. - Putty (Not Shown) Min 1 in. thickness ioffill material applied within annulus flush with top surface of device, C, Iron Pipe - Nom 1 in, diam (or smaller) cast or ductile iron pipe, B. Steel Pipe - Schedule 5 (or heavier) steel pipe. C. Iron Pipe - Cast or ductile iron pipe. HILTI CONSTRUCTION CHEMICALS, DIV OF D. Copper Pipe - Nom 1 in, diam (or smaller) Regular (or heavier) copper pipe. D. Copper Pipe - Regular (or heavier) copper pipe. HILTI INC ~ Cp 618 Firestop Putty Stick E. Copper Tubing- Nom 1 in. diam (or smaller) Type L (or heavier) copper tubing. E. Copper Tubing - Type L (or heavier) copper tubing. 4A, Packing Material (Not Shown) As an alternate to Item 4, min 4 in, thickness of min 4 pcfmineral wool insulation finnly packed to the fullest extent possible within annulus flush with top surface of device. 4, Packing Material- Min 4 in. thickness of min 4 pcf mineral wool batt insulation firmly packed into device completely filling the space around conduits to fullest depth allowed by the device. 4, Packing Material- Min 4 in. thickness ofmin 4 pcfmineral wool batt insulation finnly packed into device completely filling the space around conduits to fullest depth allowed by the device. "'Bearing the UL Classification Mark "'Bearing the UL Classification Mark t!cBearing the UL Classification Mark NOTE: FOR USE WITHIN A WALL CAVITY ONLY NOTE: FOR USE WITHIN A WALL CAVITY ONLY EMT OR MTL CONDUIT THRU CONC FL @ ~~~~~LE PENETRATIONS THRU CON:H~L EMT OR MTL CONDUIT THRU CONC FL @ UL FA 1023 3-HR ULFA1017 3-HR Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS PA ~e6idel1~ ~ (4~ ~ 9 . ... 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ..r;)) A'. .,-- ";;:::;25") t--..-7 ./~/-f"h"""<l:4.r<./ B~rL&!J"'!?~ o 2003 THESE PlANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTEC11ON AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS !\MENDED DECEMBER. 1990 AND KNOWN AS ARCHITEC1URAl WORKS COPYRIGHT PROTECTlON ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 System No. C-AJ-1453 F Rating - 2 Hr T Rating - 1/4 Hr L Rating At Ambient - Less Than I CFM/sq rt L Rating At 400 F - 4 CFM/sq ft /.-'"''''''I_...,\. I'",---'\., '-"'--""/ ".. r...... I t I .............. ~ J , J , , , '1 ,~-: ""=-,~~ ,-... (49: ' '~"" ... ,.-... r 2. \ ,V / I ./ ~8') >=_/ ,-// ... ~' ~ ~ .~ (~')' .'.""--.."[ ""~,_., /.."......., .......'-----).\....~-'-- SECTION A..A ~ ~4A~ '-..Y I ..,~t ''''''P''-, ,-::... I. I !.Qi. I i 1. Floor or Wall Assembly - Min 4-112 in. thick reinforced lightweight or nonnal weight (100-150 pet) concrete. Wall may also be constructed ofanyUL Classified Concrete Blocks.. Max diam of opening is 31-7/8 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names ofmanufacbJrers, 2. Metallic Sleeve - (Optional) Nom 32 in. diam (or smaller) Schedule 40 (or heavier) steel sleeve cast or grouted into floor or wall assembly, flush with floor or wall surfaces. 3. Through Penetrants - One metallic pipe, conduit or tubing to be installed concentrically or eccentrically within the firestop system, Pipe, conduit or tubing to be rigidly supported on both sides offloor assembly. The annular space between pipe conduit or tubing and the periphery of the opening shall be min 0 in. (point contact) to max 1-7/8 in. The following types of pipe, conduit or bJbing maybe used: A. Steel Pipe - Nom 30 in. diam (or smaller) Schedule 10 (or heavier) steel pipe, B. Iron Pipe - Nom 30 in, diarn (or smaller) cast or ductile iron pipe. C. Conduit - Nom 6 in. diam (or smaller) rigid steel conduit. D. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic conduit. , Copper Tubing - Nom 6 in, diarn (or smaller) Type L (or eavier) copper tubing. F. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. 4, Firestop System - The firestop system shall consist of the following: A. Packing Materlal-Min 4 in. thickness ofmin 4 pcfmineral wool batt insulation firmly packed into the opening as a permanent fonn, Packing material to be recessed from the top surface of the floor to accommodate the required thickness offill material. B. Fill, Void or Cavity Materials"" Sealant - Min 1/2 in. thickness offill material applied within the annulus, flush with top surface offloor, At point contact, amin '.4 in. diameter bead offill material shall be applied at the pipe/sleeve interface on the top surface of the floor or both surfaces of wall. HIL TI CONSTRUCTION CHEMICALS, DIV OF HIL TI INC - CP 606 Flexible Firestop Sealant *Bearing the UL Classification Mark NOTE: FOR USE WITHIN A WALL CAVITY ONLY o MTL CONDUIT THRU CONCRETE FLOOR UL CAJ 1453 2-HR q. BPRC Submital: Date Plotted: January 11, 2005 Date Issued: January 10, 2005 Revisions: A-533 03540 of .' \':, :." 'I'. '. \;. ,}:.., ' '(", ) ,;',.' " \ .. ,,',\ \t l'.:;.t1i . '," (\. ,:;;1"" :' ...,'."i\\V;,'5~,;',"":,,' "( I'. .\, ."., . , t ~,; " ; .' ,f t t'~ I ( ..'. _ i' ..;, ~,',I , . ' r/J~. ~..~.\,' (',- fc '(.;" . .,' .Y; i .'1' , C,}1 : .," '" ) CONSTRUCTION DOCUMENTS PENETRATION DETAILS ;'. '.\ r'_ , ,".'-"".. ( 2 ;, ~r'.1 "\>. ..,.I.~._. .'~ : ~, ~~,~. ~ -,,- .~ .",.,.J'~ -. '.......... {-'ct'" ..;:::"\3L {":"-o '~~t"'OL '1(.+..""._ ~ i.' -". ~::-.. i II i " ~' '.:, "- /' "'- i ~: ~?~! " ~ ", ,; 5 : ! i ~ 'r i i ., ", : "..,_,./- I I' i ! I' ~~".... ""/'(!" ",...,! 'I! II f; ! I"'" r~~'#~~'-..~. .t... \., r i i ;! 1 ~ ,'("q '>:(("! ""- ,,'---' '- \, I II i r! I I "-, ./ ,~;., '~....,.(-'./ 2' " ',' I, i, I I "T' ,~.'+-_.- \"~' -~/.'T- 1 ".) -.: ! III ..' _', ,~'" r'/'~"'f'~_ : ",", 0' ~ . ,-__,J ''---I ' ,:_',' 3"/"',.,., :,' ....~.,::-O::l.:>. ")1'" ,J ~,.., !I'-,:: :::,;~::",'.,:,;;:,n~,;1 ~:\""'-:-i ~;~::;i '~"~j ~>-;.r"-';1 , f ,.... ,I l'~;J I'::';, ~ '<'T'.' "I ...--.... '/r'-..~....'t-/' ,. ,:~':~"J:/-:'I 1~:',:..:;..:....~.;I'I'- !.::'.,:! 1>:":1 r;<'f-~-t ,.,...,.", ,I _ I ' .. - I/:'j: :~:1 i{..'.:(~ ,,,:~! . \~;,.;,~i l.:i~~.L';i i i L::.::! !";.;~l l";,...l.~..-,:J- " ' ii' i,,; !i t '~" lr~,'~'.. i_!'; i ik~ 1 ; ", ,.;(';';...,.,.. ~:: '-" l':-,' ~ ~ ~ ~ ! '~"'h';i3.-.,,~....., /'4----'\ C', ,I '\() .,.",.:.:' 'c' ,~.. 0'.'...",/ i(v: . - .;.,<t; ~..~ .. ...-. :)),\ ii'.)~ -'"",.J' .,..... \ ....__0'.->/. '-/ '-"":"'~tl.... 1~1""" \~~t?~~"F{~ ~II ''',",,~~I:,j~'''\' XREFS: mB System No. C-AJ-3180 System No. C-AJ-2407 F Rating - 3 Hr F Rating - 2 Hr T Rating - 0 Hr T Rating - 0 Dr A ---- I . l I ,/.c~~.. /Y..::-~~~ ([aA"."J/ ,~:~~:\.. 1"- ~ )1 ,-", ., .", ",I " ':.:. ,'. -'--. /.' 'C::' .' ~~. ---;L/ '-0.-.-,: ~.:%J"" ~~~.........I' ...."-..,.. ,- "..... ; ~.t"l".......""'I.- i \ 4 } A --.J ,-~/ (-' "~) (1-'') \. '..........'" \ ~ , \, '; J 'T---~\I'-----:--~-~-'\ . , ", ,.. . 0/' ': . '. .. ~ · "11'..4 ""r" > - ..' ," .., I"~ ...., "~ =>-'." (.~'\ '3 I ~,-~ ,- ..,-".,..-.- .....--...." ~- ! ~ ! ~ /.J-..... '! (4 \ ~ i\ I ! ...o'",.r ....~.r ~ ~ __'j::::~__r------_YYY~- ~'. '.. :::-. ~~.- i"'r: 4'" ...~ :..., .~~,~. ~ : I, .t-. 1 ~ - ,.' .~ ' " ' :. ~ .!, .' ..- t I..'.... . ' ~ ~ -. - I i ' \ ~ . I ! , . ~~ A -.;A ':,>":'.[ 11:,,;',1 ',' j ( I t 1._ . ~ ........" ..... ....... <J <I., ' I I I I I I I I , l~..,....<::" SECTION A~A 1. Floor or Wall Assembly ~ Min 4-112 in. thick reinforced lightweight or nonnal weight (100-150 pet) concrete floor or wall. Wall may also be constructed of any UL Classified Concrete Blocks". Max diameter of opening is4 in, SECTION A-A See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 1. Floor or Wall As sem bly - Min 4-112 in. thick reinforced lightweight or normal weight (100-150 pct) concrete floor or min 4-3/4 in, thick reinforced lightweight or normal weight concrete wall. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 6 in. 2. Steel Sleeve- - (Optional) - Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe cast or grouted into floor or wall, flush with floor or wall surfaces. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers, 3. Through Penetrants - One or more nonmetallic pipe, conduit or tubing to be installed within the opening, Annular space between the pipes, conduits or tubing and the periphery of the opening shall be min Y-i in. to max 13/16 in. The annular space between pipes, conduits or tubings shall be nom Y-i in, Pipes, conduits or tubings to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of nonmetallic pipes may be used: 2. Steel Sleeve - (Optional) - Nom 6 in. diam (or smaller) Schedule 40 (or heavier) steel pipe cast or grouted into floor or wall assembly, flush with floor or wall surf'3ces, 3. Cables - Aggregate cross-sectional area of cables in opening to be max 45 percent of the aggregate cross-sectional area ofthe opening. Cables to be rigidly supported on both sides of floor or wall assembly, Any combination of the following types and sizes of metallic conductor or fiber optic cable may be used: A. Polyvinyl Chloride (PVC) Pipe - Nom 2 in. diam (or smaller) Schedule 40 solid or cellular core PVC for use in closed (process or supply) piping systems. A Max 500 kcmil single copper cOlmectorpower cable with thermoplastic insulation and polyvinyl chloride (PVC) jacket. B. Rigid Nonmetallic Conduit (RNC)+ - Nom 2 in. diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFP A No. 70). B. Max 300 pair No. 24 A WG copper conductor telecommunication cables with polyvinyl chloride (PVC) insulation and jacket material. C. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 3 in. diam (or 5rnaller) SDR13.5 CPVC for use in closed (process or supply) piping systems. C. Max 7/C copper conductor No. 12 A WG multiconductor power and control cables with polyvinyl chloride (PVC) or cross-linked polyethylene (XLPE) insulation and PVC jacket. D. Electrical Nonmetallic Tubing (ENT}I- - Nom 2 in. diam (or smaller) elecnical nonmetallic tubing. Tubing to be installed in accordance with Article No. 331 of the National Electrical Code (NFP A No.70). See Electrical Nonmetallic Tubing (FKHU) category in the Electrical Conslruction Material Directory for names of manufacturers. D. Multiple fiber optical communication cables jacketed with PVC and having a max outside diam of 1/2 in, E, Max 3/C copper conductor No. 12 A WG with bare aluminum grmmd. polyvinyl chloride (PVC) insulated steel, Metal-clad cable. E. Optical Fiber Raceway+ - Nom 1 in, diam (or smaller) optical fiber raceway formed from polyvinyl chloride (PVC), Raceway to be installed in accordance with Article No. 770 ofthe National Electrical Code (NFPA No.70). See Optical Fiber Raceway (QAZM) category in the Electrical Construction Material Directory for names of manufacturers. F. Max 3/C with ground. 2/0 A WG copper conductor SER cable with cross-linked polyethylene (XLPE) insulation and polyvinyl chloride (PVC) jacket. G. RGN coaxial cable with polyethylene (PE) insulation and polyvinyl chloride (PVC) jacket having a max outside diameter of Y2in. F. Cross LInked Polyethylene (PEX) Tubing - Nom 1 in. diam (or smaller) SDR 9 PEX tubing for use in closed (process or supply) piping systems. 4. Packing Material- Min 4-114 in. thickness ofOOn 4 pcfmineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surfuce of floor to accommodate the required thickness of fill material, 4. FUl, Void or Cavity Materlal* - Sealant - Min 2 in. depth offill material applied within the annulus flush with the top surface offloor or both swfaces of wall. 5. Fill, Void or Cavity Material'" - Sealant- Min 1/4 in. thickness offill material applied within the annulus. flush with top surface offloor or with both surfaces of walL HIL TI CONSTRUCTION CHEMICALS, DIY OF HILTI INC -FS-ONE Sealant HILTI CONSTRUCTION CHEMICALS, DIV OF HIL TI INC - FS-One Sealant. >l<<J3earing the UL Classification Mark +Bearing the UL Listing Mark >l<<J3earing the UL Classification Mark Ol ~ g It) ..( / - e 0> l:: :> U / en Ol e '~ ~ o 8 /E 0>00 Ol_ 00 ~ .. oC\l a..@ '0 It) o~ ~. e- ~~ ~~ C")e ~O C")'O 80> C\I;: /0 a..: a:: NOTE: FOR USE WITHIN A WALL CAVITY ONLY NOTE: FOR USE WITHIN A WALL CAVITY ONLY CABLES THRU CONCRETE FLOOR @ ENT THRU SLEEVE IN CONCRETE FLOOR @ UL CAJ 3180 3-HR @ UL CAJ 2407 3-HR WALTON H. CHANCEY & ASSOCIATES ARCHITECTS PA Keyplan 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3Q-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2003 THESE PlANS AIlE COPYRIGHTED AND AIlE SUBJECT TO COPYRIGHT PROTeCTION AS AND 'ARCHIlEC1URAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHIlEC1URAl WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WB.L AS THE ARRANGEMENT AND COMPOsmON OF SPACES AND ELEMENTS OF THE DESIGN, System No. C-AJ-8056 FR..ting- 3Hr T R a tin g - 0 H r L R..ting At Am bient - 5 CFM I.q ft LR..tingAt400F-1CFM/.qft System No. C-AJ-8041 5:.?; (~) :--";'-'I"~:'~:-- ----------;~~--; ~ i :- ~).~........... --} -1 ~ I" <,.,-~,,",,?, '.< -,,,.-.. " L.....M'~_ I no !f ' ,\.~" L < \ .,'f#~'.-"~~ ~ l: \,' { .v ! , -, ,~""=" ........_,_..,,<,. ' ; ..........\....... ..... ....n...,.t (:~) "(7) r-' (::11 llt:::l;::i;( (~l:~: (t~ \ 1 ''-If:,,'',I., "tt,;~jillm~ ]J..,. ,_.' ~-"L.~ ~ j ~ P1j:.tJ~ .!(,:" ! ~: ! L~:-"'.. . ..../.5........ I !; I ~ '--T" ~~~..). L.J..i-_..J iC>,-_) .s,ECTLQI~LA:::A. F Rating - 3 Hr T Ratlngs - 0 and 1 Hr (See Item 3) .....\. .. (3) ----.... L Ratlng At Amblent-lO CFl\tI/sq ft I, Floor or Wall A .um bly 4-1/2 in, thick reinforced lightweight or norm al weight (100- 150 pcf) concrete W allmay also be constructed of any UL Classified Concrete Block.., M ax area of opening is 1296 in, sq with m ax dim ension of 36 in, L Rating At 400 F- Less Than 6 CFMlsq ft See Concrete Block. (CAZT) category in the Fire Resistance Directory for nam es of manufacturers, r-"'-"-~ A 2, C ..ble T r..y. Max 18 in, w ide by m ax 6 in, deep open-ladder or solid-back cable tray with channel-shaped side rails form ed of 0,060 in, thick alum inum or steel and with 1-1/2 in, w ide by I in, channel shape rungs spaced 9 in, 0 C or a 0,029 in, thick steel solid back, respectively, One cable tray to be installed in the opening The m ax annular space between the cable trays is 9 in, and between the periphery of the opening shall be m in 1- 1/2 in, to m ax 4-1/2 in, Cable tray to be rigidly supported on both sides of floor or wall assem bly, !,........,..._'-'-'-,.._......, , "'j /r~......" ('}",~:.c,<4 3, C..ble. Aggregate cross-sectional area of cables in cable tray to be m ax 30 percent of the cross-sectional area of the cable tray based on a m ax 3 in, cable loading depth within the cable tray, A ny com bination of the follow ing types and sizes of copper conductor or fiber optic cables may be used: A, 7/C No, 12 AW G with polyvinyl chloride (PVC) insulation and p V C jacket. B, 300 pair - No, 24 A W G cable with P V C insulation and jacket. C, I/C, 350 kcmil with cross-linked polyethylene (XLPE) insulation and jacket. D, 1 IC, 500 kcm il with therm 0 plastic insulation and polyvinyl chloride (P V C) jacket. E, Twenty four fiber optic cable with P V C sub unit and jacket. :""3'0, '.: .. \ !, .1 .".__...../ 4, Through-Penetr..nts 0 ne or m ore pipe, conduit or tube to be installed within the opening, The total num ber of through-penetrants is dependent on the size of the opening and types and sizes of the penetrants, A ny com bination of the penetrants described below may be used prov ided that the follow ing param eters relattv e to the annular spaces and the spacings between the pipes are maintained, The space between pipes. conduits or tubing and between the periphery of the opening and the pipes or conduits shall be m in I in, to m ax 4-112 in, Pipe, conduit or tube to be rigidly supported on both sides 0 f floor or wall assem bly, The follow ing types and sizes of metallic pipes, conduits or tubing may be us e d: ; I L.,-----~A SEC"TION AMA 1. Floor or Wall Assembly Min4-1I2 in. thick reinforced lightweight or normal weight (100-150 pct) concrete floor or min 5 in. thick reinforced lightweight or normal weight (100-150 pct) concrete wall. Wall may also be constructed of any UL Classified Concrete B1ocks*. Max area of opening is 192 sq in. with max dimension of24 in, A, Nom 6 in, diam (or sm aller) rigid galv steel conduit. B, Nom 4 in, diam (or sm aller) steel electrical metallic tubing, C, Nom 4 in, diam (or sm aller) Regular (or heavier) copper pipe, D, Nom 4 in, diam (or sm aller) Type L (or heavier) copper tube, See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. E, Nom 6 in, diam (or sm aller) Schedule 10 (or heavier) steel pipe, F, Nom 6 in, diam (or sm aller) cast or ductile iron pipe, 5, Pip. Covering Nom 1-112 in, thick hollow cylindrical heavy density (m in 3,5 pcf) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory applied self-sealing lap tape Transverse joints secured with metal fasteners or with butt tape supplied with the product, 2. Through-Penetrants A max of 4 pipes. conduits or tubing to be installed within the opening. The space between pipes, conduits or tubing shall be 1-112 in. The space between pipes, conduits or tubing and periphery of opening shall be min 1-5/8 in. to max 2-112 in. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: See Pip. ..nd Equlpm ent C ov.ring ..nd M at.ri.... (BRGU) category in the Building M ateri.ls Directory for nam es of manufacturers, A ny pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flam e Spread Index of 25 or less and a Sm oke Developed Index of 50 may be used, 6, Cable. Max 2 in, diam tight bundle of cables centered in opening and rigidly supported on both surfaces of floor and wall. A ny com bination of the follow ing types and sizes of cables may be used: A. Steel Pipe Nom 3 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. A, 7/C No 12 A WOw ith polyvinyl chloride (P V C) insulation and p V C jacket, B, 25 pair - No, 24 AW G cable with PVC insulation and jacket. B, Copper Tubing Nom 3 in. diam (or smaller) Type L (or heavier) copper tubing. C 2/C NolO A WOw ith P V C insulation and jacket. D, 3/C No, 8 A W G alum inum clad cable with cross-linked polyethylene (XLPE) insulation and PVC jacket. C. Copper pipe Nom 3 in. diam (or smaller) regular (or heavier) copper pipe. E, Type R C - 62 A IU coaxial cable with air core and PV C jacket. F, 24 fiber optic cable with PVC sub unit and outer jacket. D. Conduit Nom 3 in. diam (or smaller) electrical metallic tubing or steel conduit. 7. Firestop System The firestop system shall consist of the following: 3. Pipe Covering'" (Optional) - Max 1 in. thick hollow cylindrical heavy density (min 3,5 pct) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape, Transverse joints secured with metal fasteners or with butt strip tape supplied with the product, A nom amlUlar space of 1-112 in. is required within the firestop system. The T Rating is 1 hr when 1 in. thide. pipe covering is used. The T Rating is 0 hr when pipe covering is less than 1 in. or is omitted. A. Fill, Void or Cavity Material* Fire blocks installed with long dimension passed through the opening extending min 1-1/2 in. from each surface, Blocks to completely fill the entire opening. HIL TI CONSTRUCTION CHEMICALS, DIV OF HIL TI INC - FS-Fire Block See Pipe and Equipment Covering - Materials (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used, B, Fill, Void or Cavity Material* Fill material to be forced into interstices of cables and between cables and cable trays to max extent possible on both surfaces of the penetration, HILTI CONSTRUCTION CHEMICALS, DIV OF 4. Packing Material Min 4 in. thickness ofOOn4.0 pcfmineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to ac commodate the required thickness offill material. HU. TI INC - FS-One Sealant 5. Fill, Void or Cavity Material" - SealantMin 1/2 in. thickness offill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. C. Wire Mesh (Not Shown) When the annular space exceeds 4- 1/2 in, to the periphery, a nom 2 ill sq wire fencing shall be used to keep the fire blocks in place, The wire fencing is fabricated from min No, 16 SWG (0,060 in,) galv steel wire, The wire is cut to fit the contour of the penetrating item with a min 3 in, lap beyond the periphery of the opening. Wire fencing secured to top surface of floor and both surfaces of wall assembly by means of 1/4 in, diam by 1 in, long concrete anchors and 1/4 in, by 1-1/2 in, diam fender washers spaced max 8 in, OC, HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -FS-One Sealant *Bearing the UL ClassificB1ion Mark *Bearing the UL Classification Mark NOTE: FOR USE WITHIN A WALL CAVITY ONLY NOTE: FOR USE WITHIN A WALL CAVITY ONLY MAX 4 METAL CONDUITS THRU CONC FL MULTIPLE PENETRATIONS THRU CONC FL @ UL CAJ 8056 3-HR UL CAJ 8041 3-HR BPRC Submital: Date Plotted: January 11, 2005 Date Issued: January 10, 2005 Revisions: A-534 03540 I CONSTRUCTION DOCUMENTS d.esidell r c.::-~ .ce ~ F--;;t t PENETRATION DETAILS cf;)~"'/'-- . ~. .' (QA--) jr/---;:n.cA,,'a<#'f'd f!~'a~k;r,'!?fIf:'!- PROJECT NO. 03540 XREFS: TTLB System No. W -L-2088 F Ratlnes - 1 anel 2 Hr (See Item 1) T Ratlnes - 0,1 and Z Hr (See Item )l.-A L-.'''A I. . . -I . - I . A ~. , i .___oJ,.. 2) SECTION A-A 1. Wall Assembly - The 1 or 2 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U 400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall inducle the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (H x 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3.112 in. (89 mm) wide and spaced max 24 in. (610 mm) OC, B. Gypsum B oard* - Thickness, type, number of layers and fasteners as required in the individual Wall and Partition Design, Diam of opening shall be 7/8 in, (22 mm) larger than the outside diam of nonmetallic pipe or conduit (Item 2). System No. F-A-0006 The hourly F RatinE of the firutop system is equal to the hourly ftre rating of the wall assembly In which It Is Installed. F Rating - 3 Hr 2. Throulh Penetrants - One nonmetallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space for nom 1- 114 in. (32 mm) diam and smaller between the pipe or conduit and periphery of opening shall be min 0 in, (0 mm) (point contact) to max 7/8 in (22 mm). The annular space for pipe or conduit greater than nom 1.1/4 in. (32 mm) diam between the pipe or conduit and periphery 0 f opening shall be min 112 in, (13 mm) to max 1 in, (25 mm) Pip e or conduit to be rigidly supported on both sides of wall assembly. The following types and sizes of nonmetallic pipes or conduits may be used: T Ratings - 2-1/2 and 3 Hr (See Item 2) -A (2-\ .f';~~2?';:O:Z:)YI'?'.Q ~_. ,.....;"'\ ~ ;JA., /t-... ./J... /1I~'::,...." \ ..~_) i"..,.........,.........,....,..,..,..,...............,'.J..,'~~):.,,,14, ,....,...,-."..- --'-.-... 1\ ,.....:,:;_.........,.............,.............J Ii', ! ~ .1 J ' ' \ ,," ,,'I' "_"too.. "~.oel / '\ ., ',';::;... ~ ~~,il " 1.:3 ..r II T\ \4' B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. (:51 mm) diam (or smaller) SDR17 CPVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. System No. C-AJ-0055 A. Polyvinyl Chloride (PVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid core or cellular core PV C pipe for use in closed (prol:ess or supply) or vented (drain, waste or vent) piping system. F Rating - 3 Hr /3'~'" "~,,, :,'" J....... ' _~;.....:I"'. . '"I:.\.{~ "'YI". "~I....",,_ 1/ ..~~.. 11-... .' fl' '......,-. l;j \" .if \, fJ '\ 1 ~~...... I~/} . ~.~... ..r"'.'" ,/ -,...1'..,. .~r'..( ~ ! , I I '"" ,., ",. ~ ..........1' ) I I I I"",.""..,.... A T Rating - 0 Hr SE.CTION ;\..,<\ \. \,-, ,. t ", " i I "_/ w r.-. ~A i I "A C. Polyvinyl Chloride (PVC) Pipe - Nom 3 in. (76 mm) diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (proccss or supply) piping system. CD 1. Floor Assembly Min 4-112 in, thick reinforced lightweight or normal weight (100-150 pct) concrete, D. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 3 in. (76 mm) diam (or smaller) SDR17 CPVC pipe for use in closed (process or supply) piping systems. E. RI!!;ld Nonmetallic Condult++ - Nom 3 in. (76 mm) diam (or smaller) Schedule 40 PVC I:onduit installed in accordance with Article 347 of the National Electrical Code (NFPA No 70), lA. Floor Assembly The fire rated unprotected concrete and steel floor assembly shall be constructed of the materials and in the manner specified in the individual D900 Series designs in the UL Fire Resistance Directory and as summarized below: · ... . If I .. . .It f i ." . i F, Electrical Nonmetallic Tublnl (ENT)++ - Nom 1 in, (2:5 mm) diam (or smaller) ENT formed of PV C, installed in accordance with Article 331 of the National Electrical Code (NFPA No. 70), A. Concrete Min 4-1/2 in thick reinforced lightweight or normal weight (100-150 pet) concrete. .; .a, It. .. It .., ..4 ,.. . .. _.. . I ~,;, ". B. Steel Floor and Form Units'" Composite or non-composite max 3 in, deep galv steel fluted units as specified in the individual Floor-Ceiling Design, O. Auylonltrlle Dntadlene Styrene (ADS) Pipe - Nom. 2 in. (:H mm) diam (or smaller) Schedule 40 solid core or celluhr core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. See Rllld N onm etallle C ondult (D ZK T) and Electrical Nonmetalllc Tublnl (FKHU) in UL Construction Materials Directory for names of manufacturers, 2. Firestop Device'" Cast in place frrestop device permanently embedded during concrete placement or grouted in concrete assembly in accordance with accompanying installation instructions with a max 2 in, projection above the top surface of the concrete. When CP618 Firestop Putty Stick is used with the CP 680-75/2.5" or CP 680-110/4" devices are used, the hourly T Rating is 3 Hr. When the CP 680-160/6" device is used, the hourly T Rating is 2-112 Hr. When mineral wool insulation is used within the firestop devices, the hourly T Rating is 0 Hr. The hoarly T Ratln!!; is dependent on the hourly ratln!!: of the wall assembly, the pipe or conduit size and whether the pipe Is Intended for use as a dosed or vented system, as shown In the follow In E tab Ie. SECTION A-A ~.....,...' ..,.._..~..~.,.'+....._..'."..." ,......-...,..-.-y. HILTI CONSTRUCTION CHEMICALS, DIV OF Nom Pip e Wall Assembly Closed (c) or T Ratlnl Dlam In. Ratlng Hr Vented (v) Hr 112 to 3 (13 to 76 mm) 1 c I 112 to 1.1/4 (13 to 32 mm) 1 v 1 1/2 to 1-1/4 (13 to 32 mm) 2 c 2 .,___'~.._M_......~.......~_ 1/2 to 1-1/4 (13 to 32 mm) 2 v 1 2(Slmm) 1 v 0 (Sl mm) 2 v 0 1. Floor or Wall Assembly Min 4-1/2 in. thick reinforced lightweight or normal weight (l00-150 pct) concrete, Wall may also be constructed of any UL Classified Concrete Blocks"'. Max diam of opening is 4 in. HILTI INC - CP 680-7512,5", CP 680-11014", CP 680-160/6" See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers, 2, Metallic Sleeve Nom 4 in. diam (or smaller) Schdule 40 (or heavier) steel pipe cast or grouted into floor or wall assembly, flush with floor or wall surfaces, 3, Fill, Void or Cavity Material* - Putty Min 1 in.thickness offill material applied within annulus flush with top surface of device, HILTI CONSTRUCTION CHEMICALS, DIV OF 3, Fill, Void or Cavity Materlals* - Caulk or Putty - Min thickness of 5/8 in, (16 m m) and 1-1/4 in, (32m m) of caulk or putty for 1 and 2 hr rated wall assem blies, respectively, applied within annulus between pipe or conduit and periphery of the opening, flush with both surfaces of wall assem bly, At the point contact location between pipe or conduit and gypsum wallboard, a m in 1/2 in, (13 m m) diam bead of caulk or putty shall be applied at the pipe or conduit/wallboard interface on both surfaces of wall assem bly, 3. Fill, Void or Cavity Material'" Fire block min 2 in, thick cut to a diam 1/2 in, larger than the opening, flush with bottom surface of floor or with both surfaces of wall, HILTI INC - CP 618 Firestop Putty Stick HIL TI CONSTRUCTION CHEMICALS, DIV OF HIL TI INC - FS-Fire Block *Bearing the UL Classification Marking Ol ~ g It) I < / - e :g :> U / 0, e .~ e Cl 8 /E Q)00 8>8 ~ .. oC\l o..@ -gg ~~ e- ~~ 00 ...,.. It).. C")e ~O g-g C\I:::: /0 a..: 1'[ 3A. Packing Material (Not Shown) As an alternate to item 3, min 4 in, thickness ofmin 4 pcf mineral wool insulation firmly packed to the fullest extent possible within annulus flush with top surface of device, 3M COMPANY - CP 25WB+,MPS-2+ orIC 15WB ++Bearing the UL Listing Mark, *Bearing the UL Classification Mark *Bearing the UL Classification Mark NOTE: FOR USE WITHIN A WALL CAVITY ONLY @ BLANK OPENING IN CONC FL @ BLANK OPENING IN CONC FL W / SLEEVE NON-METAL PIPES THRU GYPSUM WALL UL CAJ 0055 @ UL WL 2088 1-HR OR 2-HR 3-HR UL FA 0006 3-HR Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS PA ~esid~ll~ i/ ~~ ~ ."~ , . I"t 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 d~~:,'/-- ..,' .(f5P'~) -/./-'/",~6--'~a,.d ~'€~Jdr-!?e 02003 THESE PLANS ARE COPYRlGHTEO AND ARE SUBJECT TO COPYRIGHT PROTECTlON AS AND "ARCHITECTURAL WORK" UNDal SECTION 102 OF THE COPYRIGHT ACr, 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES Bur IS NOT UMITEO TO THE OVEIW.L FORM AS waL AS THE ARRANGEMENT AND COMPOsmON OF SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 System No. W -L-1296 F Ratings - 1 & 2 Hr (See Item 1) T Ratings ~ 0 & 1/4 Hr (See Item 1) r--A , I j , ~ (2) "'__J "', .~ ( "T'-", _..,.L..............'............,'''~ ..,......,....,.,-. v..,.,... ~1 A ~ 1- Ll v I' ,I "'?""'-"-'_+~~~,~L ,t:.> tl f~-'~ r I...... ,', ,- 1',1 1-, I ~ 3 \ LLI . t ../r.....J) t:'j r.: _____ __. ._n.. __ .nO'. _. ...._.. .__'.:~' _~~ ....... .n___... ........... ...._"_ _1;: _ ~____.. ..____... ._n.... ......... ._.._" .._._, '\ t ! 1 /-'... ~-~ .'{' ~ 2 ' ..,'..,./ ~ ~ ~ , ~-'A " I' I I.J I r I :.ti l'~ 1 ' I .- ..LL.....,-1--,_,.l Sectton A-A 11B\ \ " "'-- 1. Wall Assembly - The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 Dr U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs ~ Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in, (89 mm) wide spaced max 24 in, (610 mm) OC, B, Gypsum Board*- ~ The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 10-5/8 in. (270 mm). The hourly F Rating oUhe nrestop system Is equal to the hourly nre rating of the wall assembly In which It Is Installed. The hourly T Rating Is 0 and 1/4 Hr for 1 and 2 Hr rated assemblies, respectively. 2. Through-Penetrants - One metallic pipe, conduit, tubing or flexible metal pipe installed concentrically or eccentrically within opening. Annular space between penetrant and periphery of opening to be min 0 in. (0 mm) (point contact) to max 2 in. (51 mm). Penetrant to be rigidly supported on both sides of wall. The following types and sizes of penetrants may be used: A. Steel Pipe - Nom 8 in, (203 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe, B. Iron Pipe ~ Nom 8 in. (203 mm) diam (or smaller) cast or ductile iron pip e. C. Conduit - Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT) or nom 6 in. (152 mm) rigid steel conduit. D. Copper Tubing - Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe - Nom 4 in, (102 mm) diam (or smaller) Regular (or heavier) copper pipe. F. Through Penetrating Produc1*-Flexible Metal Piping ~ The following types of steel flexible metal gas piping may be used: 1.) Nom 2 in, (51 mm) diam (or smaller) steel flexible metal gas piping, plastic covering on piping mayor may not be removed on both sides offloor or wall assembly. OMEGA FLEX INC 2.) Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides offloor or wall assembly. TITEFLEX CORP A BUNDY CO ,.,.. --........,*~.. - ~-.."'~.."~.."*"- 3.) Nom 1 in, (25 mm) diam (or smaller) steel flexible metal gas piping, Plastic covering on piping may or may not be removed on both sides offloor or wall assembly. WARD MFG INC 3. FUl, Void or Cavity Materlal1< - Caulk - Min 5/8 in. (16 mm) thickness of caulk applied within annulus, flush with both surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall. 3M COMPANY ~ IC 15WB or CP 25WB+ .Bearing the UL Classification Mark @ METAL PIPES THRU GYPSUM WALL UL WL 1296 1-HR OR 2-HR ':. " ,~.~.," ::':~~:/~>" ,-' 't/:,lll1' '. i;, ,'~~':",..::..1(~;......'4~ i > ~~~k~,,;.,~:,:'\..,,', ,"..." ~";',:", ~~" \' ,:.".. ~" f ":c' .'_";: '." f' < " ~, -. ;", ,..' J.1.', ..",., , ' ~ ' . ' ,(~ " BPRC Submital: Date Plotted: January 11, 2005 Date Issued: January 10, 2005 Revisions: A -535 03540 CONSTRUCTION DOCUMENTS PENETRATION DETAILS .,., J ,{;. Ol ~ d C") It) < / - e :g :> U / t3> e '~ ~ o ...,. 8 /E 0>00 8>8 :a" oC\l a..@ ~~ ~- e- ~'~ ~Q It) .. C")e ~O g-g C\I:::: /0 a..: 0: XREFS: TTLB @ System No. F -A-2008 F Rating - 2 Hr FT Rating - 0 Hr FH Rating - 0 Hr FTH Rating - 0 H r L Rating at Ambient -Less Than 1 CFM/sq ft L Rating at 4000 F - 3 CFM/sq ft ~- A r'~~"--.,~-<:.-=':::;;.:.;.."t-1 I /-'-, I I i,4Bl I I ('-1'" I .,/--" "'-. I I \, I ,//..... '......,. I I /_.1 I ,..' -"'... I I ~ I ,/ } "', I I / J ..',.~:~~t?/~':,>-,/' .,-' 1~'''':''''^''''~'~'''~'^''^l'il 1-'X..._-".'.:^..1""......'~. ~~:~~.--~t~-:~~,...l\. \ q.1 . I /..:.:'"Lr .---".... ",--V"'\.. r.':1 .. ~ . . I./"'a/' /- "" '(\~;:-. 1 ~, . ' " :1 I' " ,o!;.' ,I ! i -'/ . ' '\ \,,':.\ ,. , (. ifr ( \ 'ilY~ C e: ". :;~~::II IlL:, ' ,',,', ,~ ,\ r 1 '01. I "..--:.0 I~II'I. JilIn ......;::..,... . b l ~..J. ~ c.... 4-' ill I! ~11!t:l1 ..... ~..',\\\ /[.)'/.1 'l<t ,j;:I!~1 11::r::: ',.' <I', 1 ,,~\~ '\ / ,:.,t{',1 I , ~"I" 11"[".1,,, I \.\,:..... ..... ,r /~".. i c' "'1I1"~1 1111 ~'Iu ~ "I "'. ~;~". ".----...~,">"y-l l ' :, ..), , ::11:: :'. I!:: :: ::~,..<1 i ','":.;..~.~..........................~:-~~:;...~ ~ . ;::: !;. If::i:! ~::: .' ":....~. ~<-~:',:~~~_.~..,...~*" """'" l '1";).11. :..J 1IIIIL.~:I;'fH"1J ....,.. ) " . I" I tll~1 II~ ..' '1 I ... r,'--.-......_------n -'...J'... II""~ :""'" -"""'-, ---'.1 I ..,',..; l I \ "~. I '-. I I " I "'\., I \ ..........-'...., I 'Y'3"'\ ....,,', I \ l2l I \ P--".' I I / --, -~,,/ I ...,..../ I t~A_.) ......--- A I - r ~~P..f~~>-\Il;.__.___.-.1 Soc:UC.lI1 p.,.A System tested with a pressure differential of 2.5 Pa between the exposed and the unexposed surfaces with the higher pressure on the exposed side, 1. Floor Assembly - Min 4-1/2 in, thick reinforced lightweight or normal weight (100- 150 pet) concrete, 2, Nonmetallic Sleeve - Cone-shaped polyvinyl chloride (PVC) sleeve cast into floor, The max inside diam of sleeve on bottom surface of floor is 4-1/2 in. The max inside diam of sleeve on top surface of floor is 3-5/8 in. The sleeve mayor may not be removed prior to the installation of through penetrant and firestop system. 3, Through Penetrants - One nonmetallic pipe or conduit installed within the firestop system. The annular space between the penetrant and sleeve or periphery of opening shall be min 1/16 in. to max 1/2 in. Pipe or conduit to be rigidly supported on both sides of floor assembly. The following types and sizes of nonmetallic pipes or conduits may be used: A. Polyvinyl Chloride (PVC) Pipe - Nom 3 in, diam (or smaller) schedule 40 solid core PVC pipe, B, Rigid Nonmetallic Conduit (RNC)+ - Nom 3 in, diam (or smaller) schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NPPA No, 70), 4. Firestop System - The details of the firestop system shall be as follows: A. Packing Material- Min 2-1/2 in. thickness of min 4 pcf mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor to accommodate the required thickness of fill material. B. Fill, Void or Cavity Materials*-Sealant - Min 2 in. thickness of sealant applied within the annulus, flush with top surface of floor, NUCO INC - Self Seal 00-266 *Bearing the UL Classification Mark + -Bearing the UL Listing Mark NOTE: FOR USE WITHIN A WALL CAVITY ONLY PVC PIPE THRU CONCRETE FLOOR @ UL CAJ 2008 2-HR Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS PA 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3D-A. Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 02003 THESE PlANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECllON AS AND 'ARCHITECTURAL WOIlK" UNDBl SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PIlO1ECT1ON ACT OF 1990 THE PROlECTlON INCWDES aur IS NOT UM/TB) TO THE OVEIWJ. FORM AS waL AS THE ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN, System No. C-AJ..2039 , F Ratings-2 and 3 Hr (See Item 3) T Ratfngs-1 and 1-1/2 Hr (See item 3) . . D. . ~ . .' b. 1. Floor ofWatl Assembly-Min 4-1/2 in. thick reinforced lightweight or normal'weight (100-150 pcf) concrete floor ormin 8 in. thick lightweight or normal weight (100-150 pcf) concrete walL. Wall may also be constructed of any UL Classified Concrete Blocks* when castm coupling (Item 2A) is used and is ~routed' into wall using mortar or hydraulic cement tfiroughout watt thlckness. ' See Concrete Btocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. '> 2. Firestop Device*-Core-Hole Coupling-Nclm 8 in. high flanged PVC sleeve sized to accommodate nom 2, 3, 4 or 6 in. diam.pipe and sized to tightly-fit into nom 3, 4, 5 or 7 in. diam core-drilled hole, respectively. Device in$talled in accordance with accompanying installation instructions, ProSet S stems, Inc.-Part Nos. P25558 through P65558 2A. Firestop Device*-Coupling-(Not Shown)-As an alternate to the cored-hole coupling (Item 2), a cast in place PVC coupling sized to accommodate nom 2, 3, 4 or 6 in. diam pipe with height equal to overall thickness of concrete floor may be used. Device installed in accordance with the accompanying installation instructions. ' ProSet Systems, Inc.-Part Nos. P25458 through P65458 or P25458A through P65458A 2B. Ffrestop Device*-Coupling fxtension-(Not Shown)-When thickness of concrete floor is less than 8 in., a nom 4 in. or 6 in. high PVC coupting extension shall be cemented into top of coupling (Item 2 or 2A). , . 'ProSet Systems, Inc.-Part Nos. P25404 through P65404 3. Through Penetrants-One nonmetallic pipe or conduit to be centered within the firestop system. Pipe or conduit to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of nonmetallic pipes or. conduits may be used: A., Polyvinyl CIllo"". (PVC) Pipe-Nom '3 in. diam (or smaller) Schedule .40 PVC pipe fur use in closed (process or supply) piping system. A no nular space of 1/4 to 13/16 in. is required between the pipe coupling. . 8.. , Chloride (PVe) Pipe-Nom 1-1/2 in. diaril (or smaller) Sthe(lule40 PVC pipe for use in dosed (process or supply) or vented (drain; waste or vent) piping system. A nom annular space of 1/4 to 3} . is required between the pipe and the coupling. C. ; Rt NonmetaUfc Conduit-Nom 3 in. dlam (or smaller) 'Schedule 40 or 80 PVt conduit installed in accordance with Artide 347 of the National ElectricatCode (NFPA No. 70). A nom annular space of 1/4 to 13/16 in. is required between the conduit and the coupling. D. Chlorinated Pf)tyvlnyt Chloride (CPVe) Pipe-Nom 3 in.. diam <. or smaller) SDR17CPVCpipe for use 10 closed (process or supply) pip109 systems. A nom annular space of 1/4 to 13/16 in: is required between the pipe and coupling. E. Chlorinated Polyvinyl Chloride (CPVe) Pipe-Nom 1-1/2 in. diam (or smaller) SOR17 CPVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. A nom annular space of 1/4 to 3/4 in. is required between the pipe and the coupling. F. Thtough Penetrating Produd*-Glas$ Pfpe-:-Nom 4 in. diam (or 'smatter) glass pipe for use in dosed (process or supply) or vented . (drain, waste or vent) piping system. A nom annular space of 5/16 to 1-1/16 in. is required between the pipe and the coupting. Schott Process Systems, Inc. The hourly F and T Ratings of the firestop, deviee are dependent upon the type and size of the penetrating item, the type of piping system (closed or vented), the device orientation (floor or wall) and the thickness of the floor or wall assembly, as shown in the following table: Max Pipe Dtam, In. 3 3 1~1/2 1-1/2 1 1 4 4 Min Floor orWaU Tbkns. In. 4.1/2 8 4-1/2 8 4'-1/2 8 4-1/2 8 T Rating, Hr 1-1/2 1-1/2 1 1 1-1/2 1-1/2 o o Pipe Orientation ~pe (a) . (b) F pvt, tm W PVC, tPVe F PVt, (pvt 'w PVt, ewe F PVt, ePVt W PVt. ePVt F G W G (a) W .. waU, F .. floor. (b) PVC.. PVC pipe or conduit CPVC .. CPVC pipe. G - Glass pipe. ' (c) C .. Closed (supply or process pipes), V .. Vented, (drain, waste, vent piping systems). , 4. Ffrestop Device*-Packing Material-Ceramic fiber packing material firmly packed into annulus between pipe or conduit and coupling. Packing material to be installed throughout entire height of coupling (and coupling extension, if used) except for the recess depth required to accommodate the elastomeric plugs (Item 5). . ProSet Systems, Inc.-Part No. F10450 ~. Firestop Device*~Plug-Elastomeric plug 'sized to fit coupling and pipe or conduit. Plug seated in coupling on both sides of floor or wall assembly. Plug sized to accommodate nom 4 in. diam glass pipe to be additionally secured with stainless steel band clamp supplied with plug. ProSet systems, Inc.-Part Nos. .20034 through 40300-P or lP60400 .Bearirig theUL ClaSSification Marking Piping System (c) C t C, V c, V c, V tv e. V C, V f Rating, Hr 2 2 2 2 3 3 3 3 NOTE: FOR USE WITHIN A WALL CAVITY ONLY SLEEVE THRU CONCRETE FLOOR UL CAJ 2039 ~e9idell~ II ~~ 6' , .. ..,. 2-HR {i'"lL ~.~ ((;i21"> . 7'p/,n-t"kno/,,.d ~'::::.::7-'aOda;?~ PROJECT NO. 03540 m JAN j J 2005 "'"....,_^-..,'c..._'",_,~_.,~~..._..~~,_ ','~~ ___ ...._~___o~..~_,_ @ PVC PIPE THRU CONCRETE FLOOR WARNOCK HERSEY PS/PHV 180-03 3-HR BPRC Submital: Date Plotted: January 11, 2005 Date Issued: January 10. 2005 Revisions: 03540 ;.. "{". , ,~:,;>. ., ,~ " :, ~,." ," '. . \,,:.,~, \:/ .' , f' . "i !'r<r~/'f,' :. CONSTRUCTION DOCUMENTS PENETRATION DETAILS A-536 ~ '0 ~ It) .( / - e :g :> U / en Ol e .~ o o ...,. 8 /E 0>00 8>8 en .. enC\l ~@ ~8 ~C\I '0- eO ~~ ~Q It) .. C")e ~o 8-g C\I:t: /0 a..: a:: IVI E::Y r 1'-0" J, '----- 1 - ~_._------~--_. X - - AD JU ST ABLE SHELF 0 0 0 0 u u W (j) S: (j) :/ 0::: z: 0 w a :r: l- I- a ~ 0 to W I 0 --..J / ;.." w w () /0 I~ l- f z: - ItJ z: u u I~ a , :::::> 0 0 I I X I I I I '-- L_______J [1,'.. .~ I . I N ' ----+ . 00 I OJ 2' -1J2" --- _'.u______,,"_____.._ 2' --1 ~---,----- ------..---- I- --'1' '~I ~ .1 t. .' 1 "- , I po ~ - ------' ... = . ~ I ------' ;.." . ~ I .-- ~ X . ~ XREFS: mB PLYWOOD S CONT., TYP, r X,/ ,--- 'X '-- ADJUSTABLE S HELF a a a a w a 0 (j) S: (j) 0::: z: I w a u u :r: l- I- a ~ a 0 0 W --..J ~ W W I- "" a a I z: ~ ;.." z: (j) - (j) z: 0 0 w a --..J z: I :::::> u u a 0 0 0 = a 0 = .....- ( KINGrx --.---.--' L...- I L. r= . = 00 a 0 I OJ a a OJ (j) a a z: a I I- a a ~ --..J W I u u I- z: - a a z: a >- a a 0::: ~ a a ~ . ~ I ~ I- u u I :r: '~ c..? w a a :r: ~ a a :r: I- 0 S: a ADJ. SHELF a I u u a a a a LBBASE 1\/ 1\1 1/\ -~ -~ l 3" "1 2' L- ._0J @ 2' SECTION 1-1/2" = 1'-0" VI/?/ 1'-0" r --, - ') ----~ - X - ADJUST ABLE SH ELF 0 a a 0 u u W (j) S: (j) 0::: z: 0 0 w a :r: :j l- I- a ~ a to w I 0 --..J ;.." W W I- a ~ 0 z: z: (j) - (j) z: u u w a --..J z: :::::> 0 a = ,--- = ~ ~ '-- I I ~. ~Jn 2'-1" to - ~--_._---- - I .-- 2' -, . I ~ , ," I , L- a a a 0 n u 0 0 I ~ 'II 1\ . 00 I OJ 1 2' W -J [0)1 m&mIW ~ tOO JAM 2 1 2005 DI" l e 1'-0" I ~ L-____________.,._______________ T / '"" X '-- (1 ('} Ci I .. ,-' I u =/ ,-, F: r-- U IX '-- ~ 1-_____ I -- ------,._~ --- ----- -------~ ---_..'-- .--] I I I MICROWAVE I I i I OVEN I I L__ __'0- -- ----- ~--- ----- -.--- __J I- ------ -- -.---- - -..--- -- ---- c..? z: (/) JI (j) l.LJ :::::> C2 I I a <: 00 > I :r: 0 z: ~ I I z W l.LJ > a.. a 0 I I --..J WALL I --..J I <( I S: I OVEN I I rn I I I I I I I L_ 2lf'f --- ----- -- -'-- ---..-.-- __.___u____ I l ~, ~-o I =-..::() I X ;\ Q) SECTION TYP. F.R 2x4 BLO OJ OJ BASE -SEE FINISH SCHEDULE @ SECTION-PANTRY CUPBOARD G) 1-1/2" = 1 '_0" 1-1/2" = 1'-0" Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2003 THESE PLANS ARE COI'YIlIGHTB> AND ARE SUBJECT TO COPYRlGtfT PROlECnON AS AND "ARCHITECTURAL WORI(" UNDER SECTION 1 02 OF THE COPYRIGtfT ACT. 17USO, AS AMENDED DECEMSER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlON ACT OF 1990 THE PROTEClION INCLUDES BUT IS NOT UMlTED TO THE OVERAll FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF TIlE DESIGN, SECTION 1-1/2" = 1'-0" "I I- I ,... e&idet) "\.""'" ' .t,... 4' ~t,i. '..' ~~~ f.< (..,~,.,."..~,.~,... '~ >~I diJ ' "?);" ~'~..-- *..." ~w ..'.) I (.' . tC.')fl I _ ../ Ii,,~uuar~/ ..':::7.rL<.!dc,,? "'. i PROJECT NO. 03540 I -_._.~_~_~______. _I l 1 I I I I I -+-~----- -----. - BPRC Submital: 03540 ,"', _.--._--~-_.__.__._--_..,--_._- -----_.-, ,~----_._- ..------..------.-.-.-.. Date Plotted: january 10, 2005 -.-...----~_..- - --- ----" ________..____ ___ -0 _ ~_______..._______.___ Date Issued: january 10, 2005 ..~_._-_.._--_..- -------------~_.,------~- , .Qb' ,"",. \ \ i, :.,d,'..,.,...'," \'\f,~" CONSTRUCTION DOCUMENTS ,---,~- ----~~-----,-_..- Revisions: n _ _ ______ ,1--- ..----.-_____ _ _ _ A-541 ---~-_.~-----~-----.._----,.- - -----...--..--..----------.------ ~ u ~ It) I <( / - e :g :> U / en Ol e .~ o ...,. 8 /E 0>00 g>a en .. enC\l ~@ ~~ '0- eO ~~ ~Q It) ,. C")e ~o .82 C\I_ /0 a..: a::: XREFS: mB ADJUSTABLE SHELF 1'-0" / _,~L ,.--- lXf X '-- 0 0 / w (I) 0 0 3;: (I) / 0:::: / :z: ! w 0 0/ I ~ f- 0 0 0 W ":..t- --.J I 1 W W U \. ;..-, f- a :z: ~ :z: (I) - 0 0 (I) :z: w 0 --.J :z: 0 0 => 0 0 F ,.--- !X '-- ':.:t- 1 00 ..~ \ DRYER - 1'-0" -..r I 00 -4"1 / / r~- OPEN SHELF / / ! --r~ ~ I ~ f- I 0 :g; OW we;] 00 f- IO~ ~:z::z: (I) (l)z ::Jo z ::::> -------_._~-_.- 1-- ---~ ~~ '" " \ \ \ ./' / HOOD -_._---- I - ------.,..-. 00 1 00 COOKTOP I - "' . '} [/ ~-~ F= b I I = "..r r F= I X IX 1-.---- I 2' --1 (I) z o f- :g; W --.J W ~ z z o (I) z o f- :g; W --.J W f- :z: f-z GO -CX) w W I I (I) 00 C) 3;: zO:::: -w --.JI W f- uo o W f- a :z: (I) (I) w --.J Z => '0) 1 Ln -J --1 1-1/2" = 1'-0" .j......1 > --I i , I I BPRC Submital: -- --~'---~---- --,------- .---- Date Plotted: january 10, 2005 ---_...._--_..~~-------------_.__._.__._---. --..--------..-..-------- Date Issued: January 10, 2005 -- -----. -------~---_._------- ----'------,---,--- .,.:", :.'::~ Ii' " 8) SECTION o SECTION o I Ln WASHER o SECTION 1-1/2" = 1'-0" 1-1/2" = 1'-0" 1-1/2" = 1'-0" ----_.~~~-~---------~~-~ Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A ~e6ideQ<.., , ~ ~'-1\ ~ ~ f-4 I't 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 20031HESE PLANS ARE CQPYRIGHTB> AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHrTECTURAl WOR!:' UNDER SECTION' 02 OF THE COPYRIGHT ACT. 17USO, AS AMENDS) DECEMBER. 1990 AND KNOWN AS ARCHITECTURAl WORIC$ COPYRIGHT PROTECTION ACT OF 1990 THE PROTECDON INCLUDES IlUT IS NOT UMlTED TO THf OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 f , [' ,-- --------t X I - I () 0 l) w (I) '3;: = I 0:::: 1 "" W I I .1 I ::r: I) I N f- I 0 0 ,. 'J ...~ w I~ () , I '(I) - [(I) X I::J IZ - ~ I=> I -------,-t REFRIGERA TOR '- = CX) 1 00 CD SECTION 03540 Revisions: CONSTRUCTION DOCUMENTS . , ~' \.\\'~ . - --- -------------,.._----,--_.. -----------..- I I , I I I I I --~----' A-542 XREFS: mB l sj It) I < / - e :g :> U / en Ol e .~ 5 ...,. 8 /E 0>00 8>8 en .. enC\l ~@ ~8 ~C\I '0- eO ~~ ~Q It) .. C")e ~o g-g C\I; /0 a..: a::: 00 I 00 8) / \ / \ / \ ! / \ / \ / \ / / \ / \ / \ / \ / \ \ I \ / \ / / \ / \ / / \ / \ / \ / \ / \ / \ / \ / \[ ~/ / 1 ~ r\ CJ w l CJ w I i 00 CJ I w 00 I CJ W I I CJ w IX X I 2' --_._~-----_._~.. METAL CORNER GUSSETS (TYP, ALL FOUR TOP CORNERS ON SIDE PANELS) PLYWOOD SUBBASE CaNT., TYP. 1 BASE - SEE FINISH SCHEDULE . 0') I en 'r - k/- I CUT OUT 0 EN'G- VARIES AS EQ'D. BY SINK I ,I il 1'1 . ,i ~ Ii i I II ~ i[ 'II Ii ,I I :::r: ~ o :s: fY~" fnl ! III JAN J J 2005 ! J! 1_'..:) .'J ,'€'/in( r~ Otf," ! I I 1 : I 3" I -t , I -1- . -.r [- ~l . -.r 2' -1>2" I /1 / \ ' I ! 3" }--- . 2' CD SECTION ~ .n.~ _ . <.0 . <.0 . <.0 ~ . -.r .--~---------r I . 0') I '0') -0 I 'N 2 O::::r...n wI- o::::Z2 ::::>wo 1-2 x~~ w..-:::r: ---::::>~ 0::::0'<( w w OJ ~ 0:::: Z ~ ::::>:::r:OJ Ow..~ uw..w w..1-g: otJf- (L2@ 00 1-1- o ~ 1-1/2" = l' -0" ',>."".";,~ iJ:,- _~ I I I l____ 00 ~. 1" . <.0 I '"" SECTION- CLUBHOUSE ()) 1-1/2" = l' -0" ~eyplan I SECTION - LINEN CUPBOARD 1-1/2" = 1'-0" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 20031HESE PLANS ARE COP"IRIGH1El AND ARE SUBJECI TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORI(" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITEClURAl WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECIION INCLUDes BUT IS NOT UMlTED TO THE OVERAll FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, 2' -1>2" 2' 2' o SECTION FACE OF FI ED PANEL FLUSH wi ACE OF DOOR l_w r...n 2 Z o ~~ ~ 0:::: Z 2 W ::::> w 0 -l ~L W x~~ w.. -:J: ~ ~6 ~ Z wWOJ Z ~ 0:::: Z ~ 0 ::::>:::r:OJ ow..~ >- u w.. W 0::: w.. I- g: ::; otJf- >- <( (L2@ 2 00 ~I- o ~ ~ o I ~ 1-1/2" = 1'-0" ,... ea1deQ '\..... . <'''' ! ;fA.". \. !.wd1f '~)')/f /,,,..~ ~.' (f1...' -) (/ _f~"l1i<U'~~"..rr/ ~::Y~"....kSr!?-t'" PROJECT NO. 03540 I , II) . \\,0 \' vi' BPRC Submital: 03540 Date Plotted: january 10, 2005 .__._._-_._.__.~---_._._-_._-_._-_._---'"--. ---- - ---_..-..._-------_.._~--_.- Date Issued: january 10, 2005 Revisions: e-___._n~__ - ------, -.. - --- .. --------_._---~---~----,--~- CONSTRUCTION DOCUMENTS _ __" '._n_____._,___~_______ ,---------------,---- A-543 ~ '0 ~ It) I < / - e :g :> U / en Ol e .~ o ...,. 8 /E 0>00 8>8 en .. enC\l ~@ "Eg ~C\I '0- eO ~~ ~Q It) .. C")e ~o ga1 C\I:: /0 a..: a::: XREFS: mB . ro I 00 1'-8" n /~' / /~~ '" , ( \J .. .. , \. ~ ):;;-~ f~ ~ . h '~~ '--' ~~'\'-'- X -----' ~ I' .. ., " J , Z D I I~ ~ ~ - ~=D I "-----~ ~ --_/ r' = = . 0 0 0 I N 0 0 u u 0 0 I X X . R "<I- 4" 3" 2' 8) SECTION 00 I 00 . 00 I 00 -ro I 00 I i CD 1'-8" SECTION 2'-1).2" r _n__ m r i 1-1/2" = 1 '-0" 2' . -----t i I I I I ~ ----~._----- 1-1/2" = 1'-0" 1'-8" 1'-8" DISH WASHER o I N --1 I 2' -~----~--_...._. .--_...-_._.--------------.._--~_.__._.__... ~ ,-- 2' -1J2" l --------- ---'-".',"---'--"--'- , , " , , 2' "- .2:s:::: l<- I ~ --------- . :s <;~~J ( -->I. ~ \\::j ';~ ",\ ,', i ,,' , , 1 -~- ~ I ~~ = 0 0 = . 0 0 ~ I 0 N ~ I N v v 0 I ~ ~i'" X X . X "<I- L-- 3" 2' ------. 2' ~ .-_.-- "I . , , ~ ~ . ~ , ~ .'" J't 1 ~. . ==c) . <.0 I ,--~ =--=c' . <.0 I -------" ==0 '<.0 0 I N I f=::r:) ~ X IX . X "<I- L 3" 2' 1- KeYPlan I I ~-~-----I I .d I '9-e& 1 el1('> i ~~. ~t, I '" '*' '!$F ~\ I' ~ '.... ~ I ~I1'" of' ~ I '~"II ~f' I CYk~ua;;~ (fA:U~?<, ______1 I _____1 1 -T G) SECTION SECTION @ 1-1/2" = 1'-0" 1-1/2" = l' -0" WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A I I I .. --------- 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2003!HESE PlANS ARE COPYRIGHlEl AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND 'ARCHITECTURAl WOIll(" UNDER SECTION 102 OFTHE COPYRIGHT ACT. '7USO, AS AMENDED DECEMRER, '990 AND KNOWN AS ARCHITECTURAl WOR1CS COPYRIGHT PROTECTION ACT OF 1990 lHE PROTECnON INCLUDES BUT IS NOT UMlTED TO THE OVERALL FO~M AS WELL AS !HE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 --~---"---l 'I .~~ \ ~\ Wt) I I i I ~___..._.___..J BPRC Submital: 03540 Date Plotted: january 10, 2005 -----..--.---.- ,..._-_._.__._._---~_._----~-----~_._~- Date Issued: january 10, 2005 - --------~-------_._.,,-,--,------.._------- CONSTRUCTION DOCUMENTS _ _____________~___n________._~ Revisions: ___~n______ A-544 XREFS: mB ADJUSTABLE SHELVING -- 1/4" PLYWOOD BACKING ~ ~ It) < / - e 0> t: :> U / en Ol e .~ e o ...,. 8 /E 0>00 8>8 en .. enC\l ~@ "l2g ~C\I '0- eO ~~ ~Q It) .. C")e ~o ~~ /0 a..: a::: 8) - CABINET LIGHT . . . . . . . . . . . . . 1 1'-6" 2' -1}4" ~ 0> . . . . . . . ADJUSTABLE SHELVING . . '0> . . . . 2'-1}4" ?1 f?1 r}. [.I I-< / / ' : ,/ I / h- j ~ Ii E; L . . . . :' ,/' / ::- . . . . . . . . . . "'., . . " '., ~. . . ::->1 . . . . '0> . . . . . . . . ,', ,. :- . . . . . . . . . . . . ,:-' ,', ',.', - . . . X IX ~ <.D l' -6}4" -----~-~-- CABINET LIGHT 2' -6%" /::::J ~ 0> CABINET L1GHT---. CABINET LIGHT 2'-6%" u------r I --I ~ 0> -~-~ " I . . cr, cr, . . T.V. ADJUSTABLE SHELVING . . 1/4" PLYWOOD BACK--- , , . . . . J . . 1/4" PLYWOOD BACKING-\ . . JAN 2 1 ~005 r, i]] . . VCR 1/4" PLYWOOD BACKING --~/~ J SECTION- LIBRARY 1= 1'-8)'4" J @ l' -0%" 2' 5}2" I \/ I \ / \ . : C 2'-1}4" 2' - 2~" _._---_.~~"_.~~ 11}4" I ---- -1 ==--=- ..I I SECTION- ENTERTAINMENT CD SECTION- ENTERTAINMENT 1 +- i ,f-- -- 1-1/2" = 1'-0" x 2' - 0;4" 2'-412" 1-1/2" = 1'-0" '---I @ 1-1/2" = 1'-0" I Keyplan SECTION- LIBRARY 1-1/2" = l' -0" -~-------~--l WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 o 20031HESE PLANS ARE COPlRIGHlED AND ARE SU8JECI TO COPlRIGHI PROTECTION AS AND "ARCHITECTURAL WORI(" UNDER SEClION 102 OF THE COPYRIGHI ACT. 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITEClURA1. WORKS COpy RIGHI PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT ~ NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN, 1-- -I d.e&idet") ),.~ C' ~ ! .j),,~..,':~,.~,~." .~~ :+,/ t~r, I -.. ~ ..-,. "-'...-.- ' ,;.)". ", '('".'),) (?); e./"<&L'6~.~~/ [{~t'k:J"-!?~'~ I .' I - {, ..,f,. . 'fI:} \'';)'n'" \ .\;~,; ..{ i.:l , VV~i PROJECT NO. 03540 BPRC Submital: Date Plotted: january 10, 2005 - ~~-~~._---------_._------- -- --- ----_...._.~----~-- Date Issued: january 10, 2005 Revisions: 03540 _ __ _,____ __n____~___ CONSTRUCTION DOCUMENTS --,----,-----~-~-~----~- A-545 XREFS: mB "en ~ U sj It) I < / - e 0> t:: :> U / en Ol e .~ Cl ...,. 8 /E 0>00 8>a en .. enC\l ~@ Eg ~C\I '0- eO ~~ ~Q It) ,. C")e ~o g-g C\I:: /0 &i.:a::: o SECTION t 1'-0~" ~ . <0 . ..q- o o L 6" 6%" 1-1/2" = 1'-0" @ i 10~" -t ~ '\ <0 \. ~ 6" -- "I \ c- o <0 L- : 3J1" -~ . ..q- I 1 " SECTION k.J 1-1/2" = 1'-0" ~ rnJ:~:~; iTh OEVElOP~!JT SHhl/CeS OEPl ~$J -.-- CD 5~" -, 3" I r- \ ~ X --------~------_t rol I I I I 0!3~J SECTION- ELEVATOR 1-1/2" = 1'-0" IK;YPkJn I WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 <<> 2003 1HESE ~LANS ARE COPYRIGHTB> AND ARE SUBJECT TO COPYRIGHT PROTECnON AS AND "ARCHITECTURAL WORlC' UNDER SECTION 102 OFTHE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECTUIlAl WORKS CO~YRlGHT ~ROTECl1ON ACT OF 1990 THE ~ROTECTlON INCLUDES BUT IS NOT UMITEO TO THE OVEIlALL FO~M AS WEll AS THE ARRANGEMENT AND COMPOsmON Of SPACES AND ELEMENTS OF THE DESIGN, I- I I I -l I I I I ~e.liide.t) ~. . '. <:'>(~ ~ i""fl' ,,,,.. ..t; ..... . ..,-' ,#F" HI,...,.,.. ~..1i,T",...~ ~ ~'if{ !.~ff '~..;. . "'........- ..,." h,~":)-"') .'. CC' " _(, , 67i<.h.L.Le",;,,("/ tt:_-" r.L..;".ir~?f"O" I PROJECT NO. 03540 L__. .. I-~~~--- I I j I 1______ ',\i I' ; ~'?} \.\\&t BPRC Submital: 03540 Date Plotted: january 10, 2005 ___" ..__..__._______~___.",..__,_____________ __.n_~___ Date Issued: January 10, 2005 -,--~----" ---- -- --- -, ,------ -- -.,.... ---------..--,.----------- - ~~-- CONSTRUCTION DOCUMENTS Revisions: --.. -------,.._,----------,----------_. ------- 1----,,---------_... ~--- A -546 XREFS: mB 7" ~ 7'-6" 1. =L--t 7'-6" 7'-6" J-r sJt2" ----f sJt2" L.{) o SECTION &2" fl~ 3/4" = 1'-0" - L.{) L.{) 1 -- --------i- " L.{) ~,..., ~ ~,..., -- _-----'.0. -~-~ -~--- ---~ --- ~f"\ 'in I -- ---.- -------- ~- '" ~-, -------- ~-----_.~ -- -- ---~ -- -- --'-- ---- _.._~-~ ----- -' I ---------' ~ - -----' ...---- if 8/2 8'-6!2" 10'-6" 8' -6!2" --~-------- _'0"-' -~.. I'- @ SECTION 3/4" = 1'-0" r~ ~ 1- ~n I I I I I r ~ '0 ~ It) ..( / - e :g :> U / en Ol e .~ ~ Q ...,. 8 /E 0>00 ~~ enC\l ~@ Eg ~C\I '0- eO ~~ ~Q It) .. C")e ~o 8~ C\I:::: /0 a..: a::: L CD ~---............. ~ I I ~ I "'. '\ \ \ / \ I \/ 4' -------~ / ~ I I / // I / I I ~ - ~ - ~ _I II \ / \-11~1 ~ --, 11- / / I F I II I I II II I I II U I I II II I ) II \ II \ II \ ~ "----- --~,--~~~-- II II PLAN/SECTION ENTERTAINMENT CENTER 1-1/2" = 1'-0" ~ I N I I IJ I I - ----J 13'-3%" reYPlan ---- ------------l - __ .1 --I I I-~- ------,----~ I I I I I i I I BPRC Submital: -..-,-----.---- -~ .~-,_. 03540 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A Date Plotted: january 10, 2005 - _.._________. ..'__,____,_________.., __,.,_..______.____ ____ - ___ ..u,,_,___. __.. _ Date Issued: january 10, 2005 - .... e6ide.... "'.... .. , <.... lI.~ '. ~<.1\ ~ f[j,9...~,W, "<... ? ~11~f' .., . ('~,:'l//-(~'/-- ..... (C:)')-~) ;JrF'/",~,&u.,,<:,..r~/ f!c_;;J/'a:~.kst:'f? r' A-54? CONSTRUCTION DOCUMENTS PROJECT NO. 03540 I I I I . I I I I I I I 1_.____---------------------- ~._I I ( .~'1 \.\\ ~ _ ------------,--- ----- ---~----, ------- Revisions: 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cfy Hwy 3O-A, Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 .._-,--- , -, ..----.--..---- - --- - C 2003 THESE PLANS ARE COPYRIGHTB> AND ARE SUBJECT TO COPYRIGHT PROTECnON AS AND "ARCHITECTURAL WORI(" UNDER SECTION 1 02 OF THE COPYRIGHT ACT, 17USO, AS AMENDED DECEMBEIt 1990 AND KNOWN AS ARCHITECTURAL WORf(S COPYRIGHT PROTEcnON ACT OF \990 THE PROTECOON INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELl. AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS OF THE DESIGN, __ _J ------_.- XREFS: mB ~ '0 ~ It) < / - e :g :> U / en g> .~ ~ o ...,. o o /E 8,.g OC\l en .. en 00 ~@ "Eg ~C\I '0- e- ~~ ~Q ~c ~O g-g C\I~ /0 li.:a::: 1" '1----- --t I I t-n ~L t?.. NOTE: STAIN GRADE FINISH CLUBHOUSE NOTE: STAIN GRADE FINISH CLUBHOUSE Back View with Keying ~ "" 'I"') ORNAMENT AL MOULDINGS NOTE: STAIN GRADE FINISH CLUBHOUSE NOTE: STAIN GRADE FINISH CLUBHOUSE 1 NOTE: STAIN GRADE FINISH CLUBHOUSE NOTE: STAIN GRADE FINISH CLUBHOUSE ACANTHUS LEAF PA TTERN # CA-1 DIMENSIONS: I M I 18 13 9/16" (D) x 3 9/16" (W) x 12 11/16" (L) I M I 12 I CROWN MOULDING I M I 1 1 I CROWN MOULDING I M I 1 0 I FLU1ED MOULDING I M I 9 I FLUTED MOULDING (90 MM) (D) x (90 MM) (W) x (322 MM) (L) STOCK MATERIAL: Beech SSI-444 11/16" x 3-1/2" SSI-436* 1-1/8" x 8-7/8" SSI-1509 3/4" x 6" SSI-1502* 3/4" x 3-1/2" --- -1 -~--^_._--~--'------"---I I - --_._.~ --------- ----- _._-- -. ------.. ---.. ---.,.--------. /----------. ~/~, (Cc))l) " / ! " -----~/ / ::::---~ /~ '---------~ -1- . I ~i -- ..-u-'1- 7)2" 14" .r---~----------. '-----~..---~------__fl \---i r- NOTE: GRANITE EDGE PROFILE UPGRADE NOTE: GRANITE EDGE PROFILE UPGRADE NOTE: GRANITE EDGE PROFILE TYPICAL UNITS OPTION B NOTE: GRANITE EDGE PROFILE TYPICAL UNITS OPTION A BPRC Submital: WALTON H. CHANCEY &. ASSOCIATES ARCHITECTS P A I \ >>-.~V) ~ _.__..__._____._______~_._____ .__.~_ ____..__.._____________.__'._____ __on ____.__ /~ r;(ta.~~ \ \ \~~~ \\\~S3 ,~~~~~ ~ '~''''~'''~~ ~"'~~,,,~~ ~" \.~, '",~, ~ X ',,-- \\ ~~''<~ "" " NOTE: STAIN GRADE FINISH CLUBHOUSE I M I 8 I OGEE - BULLNOSE EDGE PROFILE I M I 7 I BULLNOSE EDGE PROFILE I M I 6 I WA TERF ALL EDGE PROFILE I M I 5 I STRAIGHT EASED EDGE PROFILE Date Plotted: january 11, 2005 -- ---.-----------------....----.---- - --,. .~-_.--._-_._.-----_.. -,_. ~.__..._.- .._.._---~-- - Date Issued: january 10, 2005 Keyplan C%...C 6 h.:i t=:~ Q ~ '.. <....~ q;,.Ji' ....... \~\ PI, ','It:,, Y. ;.1,1":':..,..,, ." ? '.'\1dl. ('~P;;;-:u~Lr~.~;/ rtY~~lsr-~?r ---------_.~..-.__.._~~'"_.- - --_._-~--- NOTE: STAIN GRADE FINISH CLUBHOUSE NOTE: PAINT GRADE FINISH ALL INTERIOR UNITS EXCEPTION ALL UNIT ENTRY DOOR TO BE STAINED SEE SPECIFICATION NOTE: PAINT GRADE FINISH Revisions: ,_m..__~__'____~________'_~~__'___'" ~-..,----.-._., --~- --.... .-------...-...- ,.- ---.--~"-~- 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ---.-----.---,.---.-- ..- -~--- - --.----- .---.-- _._-~---_. -- ----...---.---- 1 3 I ROSETTE MOULDING ROSE-2 5" x 5" x 1" I M I 1 I CROWN MOULDING SSI-435* 7/8" x 6-1/2" \ ' l__~_,_~_~____________.____ i I M I 1 4 I ROSETTE MOULDING ROSE -1 E 3" x 3" x 1" I M I 15 I PLINTH BLOCK SSI-1501* 3/4" x 2-5/8" I M I 1 6 I CROWN MOULDING SSI-3455 3/4" x 1-11/16" I M I \) ~" +---.Y- 1 14" tm_uf I I I ' ! I \) ~ <D '<D ------4 --~1 ~. }14"~ t------- I I b cU~; ---<:;*hl;1)[)W;?-,::\ L_:::.....",. \' ri;"(iI,,1/, '/ ':1 11\ ~/ ~f,~g,.~~,I~.,~.v,'..;.~~..,~~)' \~~ AJ \~: rId/; \~C/l; ~. ;yrfjfl -1\ 0 vl1~""f"\ (~ ~.d/~~, ;-.6,.,1/ ~)r:;/\~~:: q,y I J~.../~~~b" ~ -<:) jl\ J.->'c';J , 1/1'\\\' (1J~\\:") \ (- 14" II ~ to ~ "" ''=I- <D NOTE: PAINT GRADE FINISH ALL INTERIOR UNITS NOT: PAINT GRADE FINISH 3~" J--.-------- NOTE: STAIN GRADE FINISH AT CLUBHOUSE ~, 3" J.-~- J I +--- NOTE: STAIN GRADE FINISH CLUBHOUSE 1 M I 2 I CROWN MOULDING SSI-491 * 7/8" x 4-3/8" I DOOR CASING MOULDING SSI-250* 3/4" x 3-1/2" I M I 3 I BASE MOULDING I SSI-3327 3/4" x 5-1/2" I M I 4 I M I 4A I BASE MOULDING CUSTOM SIZE I SSI-3327 3/4" x 10" I M I 1 7 I KEYSTONE WITH APPLIED MOULDING I CUSTOM 6-1/2" H x 7-1/2" w x 3/4" D I L-, C 20031HESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORI(" UNDER SEcnoN 102 OFTHE COPYRIGHT ACT. 17USO, AS AMENDED DECEMaER. 1990 AND IU<OWI< AS ARCHITECTURAl WORKS COi'YRlGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT.AND COMPOSITlON OF SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 03540 .-_.._~- .-----.----. - ---~ ---~~._--~--_._--_.._-_._-"--_.._- ._---~- CONSTRUCTION DOCUMENTS A-548 XREFS: ^-FP3 ^-Units-2 A_Units-3 mB ^-FP2 A_FP-PEN A_FP-Symb ^-Floor Rnish2 ^-Floor Rnish3 S_Col-2 S_Col-3-6 FLOOR FINISH LEGEND /'. __~~~i.~~~T=~~== I ----.--"-.- [!lli] WOOD FLOORING " '" .~--.l_. _......1-..__.. _ -B=~- ~TII01 STANDARD BATH DECORATIVE BORDER TILE / \.:,' ICPTll I / " IT 13 I MASTER BATHROOM FLOOR []]I] MASTER BATH SHOWER TILE BEDROOM/LIVING RM IT 166 I r'- .. I 1,-.+-- - - - _1,__.1.____ I T 160 I EXTERIOR DECKS AND PATIOS IIill ITIIJ IT 17 I STANDARD BATHROOM FLOOR TILE ENTRY/HALLWAY/KITCHEN MASTER BATH WALL TILE CLUBHOUSE TILE FLOOR ~~ luu I __tJ I T 167 I CLUBHOUSE BATHROOM TILE FLOOR []]I] STANDARD BATHROOM WALL TILE I T 161 I HOPSCOTCH TILE FOR EXTERIOR WALKWAY AND CLUBROOM u::ITJ ENTRY DECORATIVE TILE MASTER BATH WALL TILE BULLNOSE :to : 1-'+ . I I I -, []]I] STANDARD BATHROOM SHOWER TILE --ITlliJ RANDOMLY MIXED IN HOPSCOTCH PATTERN KITCHEN ACCENT TILE MASTER BATH ACCENT TILE NOTE: SEE INTERIOR ELEVATIONS FOR EXACT WALL TILE LOCATIONS NOTE: REFER TO INTERIORS FF&E BOOK TO VERIFY TILE AND PATTERNS SPECIFIED. SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. ::-;;: >< ~)< X X X " '1-f-f,-J, Ir 11>< ~~,.X .X. ,,> /1-- "'/.;<',^)< I I , I I I i T I I I I I -'r-----~r .- I I CAAPE:~a:I'ir tt ~. [-3]- r - - - I;~\~I. (): : () = . -:, ~, f- ! ! I! 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'-, / ',/ /....., / ". / '.'" / 'X./" / ,,"", / "" '''-, / )<' . ,/ ' )< /x, ",'-', , '>y"... )<''- ,// )( X ;~ ,.--<~, ./ < _I\.. ," , / ". / ' .. ", " ,/ ',/ "." / X' "'" / '../ ,'" ,/ ',/ "- /. ". / . ",. x ;/ '",.< x x X. / X y> ' " x ~^ /~, /' \, / ' // " / '" // ", /1" '- / ", ,_/ ", " ,,/ "" .,", /,/...~ // "'- ,. ,,' '" X'...;x ~ x ' 'v' x)<.. ',~..< "',,' ',,' ','<, "-....../ '" "- , ,,' /", // ", /" /",,:.-(/'-., / 'X /'" //'" "/',, /' '..... "A, ./ "', '\ , "" / x.....' -, "y" '" / ". " " ;' " , "- / " ,;').: ~ "- '- -' Y, I ' ~ ,,/'~ /,(, " ,..' <, ,x "" >'" ~/ ",/' // ,/ \ / ", / ~x/ 'y'/ "\.', /~ '. /' "r'" 'j(/ ~ ", ", /'" // , // // /'X:X /', // '\. ,/ ", /j, X/" ,x i/" ,x, /..... /7-..., ". . .. ^,' / , " // / ;X,,)/ >( I' '\ '<,)<:< '\ ~" , '/ x/,' ,/ .... X.. r--""--, / ,/ /, / ,/ " ... "X', '," .. Jr' .~'>\, ",' /' ", ,/ /'/ / .>"y./"'X)< ,/, ' ':\ ,,', " " , ' , X. '> ,/ \,' / X '" "x:," ''y >..- ,.",~, '"';, , . .. '-, /' '." . / '\ /~I " . t' /', // " '// . " -",,- ";,LL I I Y~;..c~~<' '.' . < /<, /,x,./X .' I IFX:'j.j / /j \ /.J<",...xx>;< /< /' :',,,,/< ,<, ./ ,-, ,< -.-- BEDROOM' ~ , .. ~ '>'" j\J' " " " " ~'- I . . , . ., .. . . . . . . I " .. ,. . . . . . . . . ( . , , , " , . . . . . I I I I /'" 2S ::-.:. , BEDROOM' I A-'10,5 -I :@ill]: x: x x x -x x - ,[ ~LO$ET: ' '// '. " // /><"", ~ ~ ~ .. I I I I I I IV II . II I I I I I I 9' I ~ SCALE: 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 SECOND FLOOR UNIT A CD ~NLARGED ~LOOR PLAN 0' l' 4' 8' o ...... ..( / - e :g :> U / en Ol e .~ o ...,. 8 /E ~~ 0_ en .. en co ~@ "2g ~C\I '0- e- ~~ ~Q It) .. C")e ~o ~~ ./0 a..: a::: ,/ ' // ,....-- , ' - ---..-) I I i I ~et.i:tidel)t.... I C; \"<;, (\.. Ii -c ,~,.., fool I, ~~~'.<< ~ I (;))J./- '''I "t~ <<..v~) I ,/Y,.,n1"6~'~~,-;,,~~ ~:::7 r-'....kJr~?r~~ PROJECT NO. 03540 1------- I I I I I , I '\1' ", ',,',: ' .. ~ , , ", 'il, , .' ~ ,"". I " ~ J:' .. \~:,,'; l'..\;~ .~\~\J ,- Keyplan BPRC Submital: WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A Date Plotted: january 11, 2005 ------_._-~--"_._---_._-----._------ -------------- ------.--., ,- Date Issued: january 10, 2005 Revisions: 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cfy Hwy 3O-A. Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 -,- ------- .------ C 2003 THESE PlANS ARE COP'fRIGHTB> AND ARE SUBJECT TO COP'fRIGHT PROTECTION AS AND 'ARCHrrEC!UIlAL WOfll(" UNDER SECTION 102 OF1HE COPYRIGHT ACT. 17USO, AS AMENDED DECEM~ER. 1 m AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1 m THE PROTECTlON INCLUDES IlUT IS NOT UMITED TO THE OVEIU.LL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, SECOND FLOOR 03540 CONSTRUCTION DOCUMENTS A-701 ~ -q o " < / - e :g :> U / en Ol e .~ o ...,. 8 /E &~ 0_ en .. en CO ~@ "28 ~C\I '0- e- ~~ ~Q It) .. C")e ~o g-g C\I::: /0 a.: a::: XREFS: ^-FP3 ^-Unlts-2 ^-Units-3 mB ^-FP2 A_FP-PEN ^-FP-Symb ^-Floor Finish2 ^-Floor Rnish3 S_Col-2 S_Col-3-6 I v \ .n .j 7 .,...-- I y '>:.~ l~:;:~~' y ~>: ,~< ~x:, X , . '. I FLOOR FINISH LEGEND BEDROOM/LIVING RM ENTRY/HALLWAY/KITCHEN ENTRY DECORATIVE TILE ICPTI1 1 [f]TI MASTER BATHROOM FLOOR ITIIJ [ill] .1 ':t l' ITI:IJ MASTER BATH SHOWER TILE IT 17 I STANDARD BATHROOM FLOOR TILE -+ I ---~-~___,__L___~-~_ I _"~_,_1._,_~__.__._~_. -'''r''..- i I"iiii\T"'TI -----,-___,._ ~..___L_ ~ WOOD FLOORING /~ '\ , :,----- I ..1 __.L [,<;~ '-, -_..,- L-- ~~~ 1>< 8i~__-~~7~~ < r::<~:, X [<>>'X -'-i~'~~' . ,;- - - -,u-,/1 ':<'.:<..) ,r. . ,)<j'fOYEf(", ---- JIg:~L Tl~ '{:~,L.b;101] , ~ .,. f7~ '" r T 161 ~__J:~~;~_:' ., ~~ 1<T I ::~ ><, TI · rT "'J L._:cL..._ // II ! I . / ' -~-:~7 " /) ~ ;:i!:: 1'/"""/ \;J --L~l-~~ L__j~,L: I y ~~~~ I X kb?;~:~~~: 1,7:' [:::~(:~ ','. '.",. .'".' 1>>:-,",'" l~:_.,~':"'c __.._ ___".. :...::::_,~ I 'u": ': :~;~~~ , . " T , ,'GJ'. : :':~:. ,..;. I .:': ,~': 'u' /r~>~ / ~....:< / .'\t::: :~::' I~>~;/ , , ,f'Tl, ,', " ',..-i.., I---- " , . . . . , . '" " ',',' I I "". ',- .. ><' "'><// ""? / \ ~~~\~Ar "." -I //~ " !\ u<:<~ -:>:<:,,~', ,',.<::>: '., ".l~,~ JJ(iJ-- :CLOSET . M H == ~ A 4 = - ,..,_. .~ - C oj : [ ~ ;-L-, - , -- - - -:..:: IimRo6MD~G l~!i .:+-J-) I ~-'105 'I ~ CARPET' _ mC'&.i I i I ~ ICflTj D JcpTll j 1-- "). ~.b-- -~~- ~.;. 'L i - -.~:~ A-=l - i---- f CLOSET. '\\! - - !.=1,- H'r---ltlt\ I \/)) I I J l:f I I I I i I I I I I I I I I- I - ~\ \ -v / ~ f'<<'~~ .. X lx >< > 'x >< X I -,--- 'v' . h--- I Keyplan SECOND FLOOR MASTER BATH WALl TILE I T 12 I T 4A MASTER BATH WALL TILE BULLNOSE KITCHEN ACCENT TILE ---[ill] MASTER BATH ACCENT TILE ITI:IJ STANDARD BATHROOM WALL TILE []]]J STANDARD BATHROOM SHOWER TILE -[I][] STANDARD BATH DECORATIVE BORDER TILE I -----+-------- i -'-.-+---.--,. ITlID CLUBHOUSE TILE FLOOR I T 160 I EXTERIOR DECKS AND PATIOS f- ._}~- t_ IT 1611 HOPSCOTCH TILE FOR EXTERIOR WALKWAY AND CLUBROOM - I T /67 I CLUBHOUSE BATHROOM TILE FLOOR T7~,7f-- ///.' I :~~,:~~;',~/ ___,_L'~L --::::., ---ITIill RANDOMLY MIXED IN HOPSCOTCH PATTERN NOTE: SEE INTERIOR ELEVATIONS FOR EXACT WALL TILE LOCATIONS NOTE: REFER TO INTERIORS FF&E BOOK TO VERIFY TILE AND PATTERNS SPECIFIED. SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. r,~,,~, ~ I;~~~I ~ 0 I : 0 I ":':~:::,:-:~ ':.(/ "'; /', 'x, ">~/ " , ">,(/~.:,'-: . ,.., " /, ,/ ", /' ',/' .',,,"" " ,':, c~RPEr / TILE , . ., '. '. \,' ')O{. .' "<~/ . )~/""</ " . .'." ')/ TILE", CARPE. , I ,~, ~, ',: I":"" . / ',X 'BATHROOU/ / " ."., ,,/ /' ':#. , , , , , ,>< x ,rLITfl ~ ' T 5 / ./,/ /, '::- :. ': ' , , , , ~ ,., , / '~/ , / ", j I : : W;I.C,: : : : :: '/"~3 '\(/(:f""/ ""ld/ "', ' '::IA~li5:1:::::~, .., '." .,-' ",,// "'-"" o',..,',f."".T.,I3'.,I,"",. // /' "'.'v// I ,'II~:. :)-11:'1 :1/ lL'.':"':':~: ' 'I/~'<)<'-'- ,/Y,.", /~v I 'I~~.V.: I ,TOILE (/~'~~'<, >:, / ~.;,) v ;:bJ~ I'J~: '~?;? ~ ~ ~ ~if;1 .~ I III I I I I I I T I I I I I I I I I I I i I I I I I / ~l'f' }~ . , I I I I I I I I ".,><~/' "'. . "7 '/ .. ", ./ "" /, ,./ """ // "",- ' , , "~'I ';.. / V ' , '-,X TILE ,CARPET , / / /// '-"'" // ~'" ,/~ " // /' ','/ ''.,,/ '" .// .,~<:, >~ ,'" /,/, /: " .. ><. ,.. ,,//' / ...' /' / ..,/ ",,- ~x:/ \/' j./ './ ,? "':y< /' / " \"', " /,' / , ... /.., '- ~/ '< .'. KITCf;[N/ 1/ ~< ~'/"~''.', ,./ /1 [./' .:;'."" >'<'7&l". ~ 'I / / ",/ ~" ..'),< ~ " // '" / 0" ' I">:' ' " '" " " I 1,,/ ,[81." /,)< ~/'i r p }~1, )st > :'J I /'-"".../ "'" '" .( .., 'L<~( 'Y/> ", // """,/ 1"'-)(" I' .. ~/::, '~~_,/><"'></ ",/ I /.. // "" / T '." ,.'.,' x;", ><""'. )<'-" ./,. '. ~ ,/ 08' 0><" / r-- Iou -+- - / ' ?<)<~ X;"""V'."'" , > " .. " '" . .. '" . ...... . . . . , . . , . . " .. . .. . " " ...., : ' : ' MEDIA :ROOM : ' : ' : I ,A':' 1,23 I, !CPr.! '1, t , T 1I . r II~. I . ",:. T 'I I · " . . .,~ c. ,+ + :~EEj~jl- CARPEr. T ~ r-l. -+. -- U --r-;2.j'--i-- t -I(J~ == --i-- L.-.J.- ~ - =- ,-r--- Bf T;RO~M- r LAUNDRY: -- --j--- ------~t112' - = -..1-.--.~.--1 0 = , . I i I = I I i - . BEDROOM' -~-- -- -- _ --L ---rtrri7r -- - [E]QJ , j~11~1. tit'r-Io ~ :~: I /----1- --II/~,IL; ---t -i - .!. - j! = -'-r--r-\,-)I ~= --1- r --1- -'1' IE --t-_. : -i-+--i---T --~I- . ~ I - . ritE.itt-HJ;1IfDi1f; ~--t'---'f---j--i-m ~ ~Ir-"PO,','"WD,~ A~,.'. ~14BIA!,- C" _,_~1.. .,." --T'-l-~-J-.._ I(,'-.J, /'" / 0) :,'j.. -,' T--',"'[, -'_ =-_L~~-t-L-j ~. / <' ,:>/ , ,l. c--,-' 7-1 i If-, I. ":<, " T . ,I T I WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 02003 THESE PLANS ARE CQPYRIGHIB> AND ARE SUBJECr TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WOR,," UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMaEIl. 1990 AND KNOWN AS ARCHITECTURAl WORKS CoPYRIGHT PROTECTION ACT OF 1990 !HE PROTECTION INCLUDES aUT IS NOT UMJTED TO THE OVERAll fORM AS WEll AS !HE ARRANGEMENT AND COMPosmON OF SPACES AND ElEMENIS OF THE DESIGN, _CLOSEl ~: ',)<: ~ // ''-.., " , T I rr II> /,-)<./X)<"X "X, / " I .. . ' ,-1,01.__ L, . - 1)<, . '.,/ ')/ '',., / " , , .... /' .j":. ~ ,/ ",,, '-, ~ ,,> .""""")<..,,, // /,', I" '" >~><, ,\ /'--, , / '><"" '>:/, >< \.>~ \, ". / "'V/ ">< ~" ~/\,'>~/ . '.',( " :~ DRESSING I:A,.-1:21I: @[]J , BEDROOM' !:BID :~i,1 ~"'."" , , . . '. . " , . " , , " , , . .. . ~"" "..,x<, )" / f ,/ ~'<, ,.>" x ,;</' ," /' ""," ./' \. ,,/" ... / x, '( X. /', '< ' / ,,",,/ /' /"'." ~/", /( I ,>< /"./ //' ,)<, >< ><. ' LX../"'.' '" ~" )', / " /' "" // "'" // BALeONY, A, X ,x" . /, .. '" /, VA-126I ' /:::x:,: . /"'. ,.//~",//" '>: '. ,/,/ ""'", /,/ "",'" ",/., "" ,', ,x ~'- / './<<~>~/' ' "/ "..,,/' /' '- /', ")/' '/x:.../ ">:'~ X ''-/ . ,I T "160 I' ", / \\'", ~/'~ '- " " /~. .( / ~ '-''- // ~< ."' '. ' " ,/ " ">"" , /~;>-: . '^',,, >><......, ),.' I LIVING ,DINlNG: , A'-125 ~ x ,)\,". )(, '-, ' ',/ X '.,,/'/ " ~ ./'\ / I I IV . . :.~ /~,. "., )<.,/ .' /"-, / "'/ '- / ...,....// ./. ><"Xx-"'A/Y,X.,,'>,' ,'.',.' Ir~ T //1 CD ENLARGED FLOOR PLAN - UNIT A , .- , f..' '. ,,' . / , / , ~~ \ "--;--;:' " .. ,. ", \./ t/ , -......: /,....--.. .t," '!I...'" " . \~ - I 8' SCALE: 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 r\.- 0' l' /' 4' -I I i I I ','" "') \\'~ \. \fVI\ '--1 I I ! j .d...C&,idel) " ).- <: {;.i ! ~..,.....~~",,'..,~ ','"~~~'1,.'~,.,w. .... ~\~ ,rfJ1f ". /rl . '"f;.. .- '.;);"; ~,. ,- ~'...' --")-,- ") ./ ,.,.-. ' . ~.," (, , "./u':&~'rlt,,rr/ gYr.L..;";Sr~?f"" PROJECT NO. 03540 ...1 L_____~_ BPRC Submital: Date Plotted: january 11, 2005 ------.,.-~------,--..,'---,--,-,_ "" _ ____..___ _____n___ Date Issued: january 10, 2005 Revisions: 03540 I CONSTRUCTION DOCUMENTS - - - - - - - - ---- - -- --- ---- -~-- -------- A-702 R < / - e :g :> U / en Ol e '~ o Q ...,. 8 /E ~~ 0_ ." .. en CO ~@ '0 It) 08 ~C\I '0 - e- ~~ ~Q It) ." 8e /0 ,82 N_ ""'0 a..: a::: XREFS: ^-FP3 ^-Units-2 A_Unit~ mB ^-FP2 ^-FP-PEN A_FP-Symb ^-Floor Finish2 ^-Floor Anish3 S_Col-2 S_Col-3-6 ~ , ~".....""" _I,____,'~'" .... ,,-,) " ",1 " '.i , \"....,: ----L_.__,~---- +__ _ 1, I I :! i: ~--- --.L---T--1-----'-.; -j---f~', I I~" 0\ ", ,,,-,- FLOOR FINISH LEGEND /, , -- --- --', \~'-':'---1 T 110 I STANDARD BATH DECORATIVE BORDER TILE / / , ~ YJ)< /, './ '..... / ',,:/ '// "., ~ "'/\ ' ",/ . ./-.. //\~" /'K.." / "-. / x" ,./"'.\ I Y,., 1"'./ ,.,//, xx...... )/ ,>< >< XR):' ,: /" / .,.. 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"/,/ "'V/ "'R~L~~Y''', '<,/.. ,//.., "/,//'... f\ /,:f:: / '" /'" /, /" /)(' 'B 27' / "/"../'., , '/<." / '..... /, /'<" /><......x',., // ',. Y' V,;/ '../" > , /", ,.'X'..... / ",'. //..., /,' .'.. ",,' "/ ", ....." ',," / ',. , " " 7", )<....... . '\-.,. /' .../ '''",../ "'," "/ ""-,// '., / . )(, / )<, /\.., X , ' '/ .... / / .....X/ V' \/ "/ , / ./x"'v~ //, . /..... /.', < .. / >' /~ ' X X: ...). , . / / , "><,, ./' '>< /..... ,>:....' X9</ "-...,,/ ~/ .. ./ /f '/ /:'" ',;;; '-,/ /'Y' I' // " """ """'X//" ,// \. ',- /,/"\.., /,/ "'-', /;,,' (- /' ./ '\0:" ^' )-.1' , "'-" ",/" "" ;, V;/ 'Y' X <' / ",/" / ',., / ~, /" ~"//'. x: '>(" />... ... '/ , // ''''. // """ ,,/" ", // "'-'- "',/ "''-'' 'V X x' )< -/ ",' / , " ./ " ,,' " " I' """..' '" ";x/,' ",- ' "-, ~/ -, /' /\ " ''\'' ,,/ //, ..... /"... ," , ,. 'v \( X )( ......... , / <', , ", . ~ x:'" ," /' >?)' , X. / , , "'^~ ...", ;X, /~/ ~ " />( / " r ... , ' ',' X' " '..... "", ',./ .. 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'/ ...~ ,/ ' rn / '/ ICPTI1 ,',(' I T 13 I MASTER BATHROOM FLOOR IT 16 I MASTER BATH SHOWER TILE BEDROOM/LMNG RM ~-- ----- -- I +- - [ill] STANDARD BATHROOM FLOOR TILE ITIJJ ITill [lllQ] EXTERIOR DECKS AND PATIOS ENTRY/HALLWAY/KITCHEN MASTER BATH WALL TILE -- --j ~- ---' fIITI -ITIm MASTER BATH WALL TILE BULLNOSE I]]]] STANDARD BATHROOM WALL TILE I T 161 I HOPSCOTCH TILE FOR EXTERIOR WALKWAY AND CLUBROOM ENTRY DECORATIVE TILE ',/ ',- / Y ',>< ~" / ", /// " / "\ I' ,51. ..J3..... ,/ .....,'. // ~ "'<' '>( --QJill RANDOMLY MIXED IN HOPSCOTCH PATTERN I I]]]] STANDARD BATHROOM SHOWER TILE KITCHEN ACCENT TILE MASTER BATH ACCENT TILE NOTE: SEE INTERIOR ELEVATIONS FOR EXACT WALL TILE LOCATIONS NOTE: REFER TO INTERIORS FF&E BOOK TO VERIFY TILE AND PATTERNS SPECIFIED. SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. x, ',~ <, I I I I . 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'" ,,>: ~" '>" I ,:' :, ,:' :,' ,icp', ~l,: 1,: ,l,:, :,' ',', :,' ",' :,1 ~ :;"'; .' .. '.. . ',=r- ! -T,: /"Il!. p.om SA H" ... 1\" \ ~ ", x' ': :,,~" /,~" ", / bf-----i---.-fU':+ .-~ 1,(\" [HQ[] I(~)~ 1"". ""'/ .....~~~ 0) ~~' ~x' ~. ' , ' "=:JJ -I ,/",)< Ai r- I-J "-----;<;/ ~=~/} J" /, ~./ . /.> X X X ~~--~--:---;----rlY X >< X xx ,Y.xx, ~ ,,-- ~~:-- .. --,- -- - ------,.:~-- 1--- li---, r- ,,' II ,II III I I I I 'I I I I I I I I I I l7ll~ III II ...,g~, ~ I I I I I I I: : ~\.I .'.. 'POYER ,// ", , r,... / ::::l"" I"" .'., ,/ ," , "'." / '. " " / " II i ~ -V\: I B'-f~-t------l-ll' / )<. I ~ .'.,. M ," ',~~~~~:r.,'/~X"l',T/1 /1)<1"", /y. /)< IT4m! I I' , 'I .,'.. , , - ,/",/ i 1_ hLE ITII]LE~ ' ;I)J'~ >: > :;:. ~ . ,./:x u:::iD, > > n, " X CLOSET' _ / ' , I \"1 S?~~ J.~'/;'t:<, ~ BEDROOM - .-.-- --::= ( c~ . I CBITJ , " . .. ~~~ I ~/ J~~~~~', ,:'< ' ./. x>< :- kFrll i . ~S~~fgiJ;:TI,. 'II I ., ~.l< "{ >< !cPTI.' j Dt::,~~~N(C""'El( )T....1~- I l / h><tntJ > , >~ .,. . I ~i(-." 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AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS OF THE DESIGN, PROJECT NO. 03540 -~-- -~ ---_,_._~__,,__ __ _J SCALf 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 '-l I \.1..e Ii ide Q(;'> ~__." v - ~i' ~ 1f7~"" ~ '~~l' (?):I:;I-;"/.ci:~;/ e~,lJa7~' i B A A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cfy Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 SECOND FLOOR __~__J ! . OV; \ :-\V~ I____~_-_._--- ..., ,/ " " / ,/ ,'<Y, . .. ,,/,<,. , " ".>::/"'><, BPRC Submital: Date Plotted: january 11, 2005 . ----~--- - - ---~~_. january 10, 2005 Date Issued: Revisions: / / :., ,< " .,' - - / .".' j ~ ., /'[1 rn JAN 2 1 2005 03540 CONSTRUCTION DOCUMENTS -- - --- ,-----~---- ----- --------------- A-703 XREFS: ^-FP3 ^-Units-2 A_Units-3 mB ^-FP2 ^-FP-PEN ^-FP..symb ^-Floor Finish2 ^-Floor Finish3 S_Col-2 S_Col-3-6 1- T._L._~~ tl---I-,---'-~':o~:-"I- "... r---- r---- -- _,,1._,___,__,_ r-l~ ~. r-j I '"" I ! ----r-.J J I i J ; I I --I I I I ' i -----r----- -.J-.--------1 J f__1_,_- ',,-::-;:-' I '-.;~" >~ k:'~.-~'f-----'I "",'.,', ~"~'1 \ ~;::s~~ --r------L~~~ ! I I: I I. I .-1 / X l - R -< / - e :g :> U / en Ol e .~ o ...,. 8 /E :g,~ 0_ I"'" .. en<lO ~@ ~8 ~C\I '0- e- ~~ ~Q It) .. C")e ~o g-g N::: /0 a..: a::: BALCONEY I 8-127 I // ,- ...- ><;<, ~. ;</ / / ,/ ><" ,. /', ~ 'x/ ", / > !' '\.. / "-" '< ,/ / .~," IT ... / '" .. ',/ " , '/'''''', ,/"" " "// 'X ... /' .. " )I' ''y' /. ' /" Y ',/ ' / " -~~/ . '<?~~~ /\.. ,.-,,,\ . !J.,- X(.J. / .. c-- /W'" K .: 9 JJJ . I ,,1.J~ ,XXXX/'., ,,',..' ';'., '/ ',' '. FLOOR FINISH LEGEND ICPTl1 II[[] MASTER BATH SHOWER TILE _=~~~I_-~~_-- I ____1_____________ i I WD 11 I ~"" /X,X/x, )\. ',.' . ,. ..., ',//)/".,. .. '. ' )< ,):\_ :X" ,> , \~/ ""{/ 'c<. X")(/"".".'/' . ,/ -\. _/" '.., . '/' /"-, / ,.. ~ 'XX ;'< . ,. X' ><>:...,_ I.~ Iso 1 ,~- '..,,""" ~..><'./ ' / '-" '/\'" -"-" . ."/ .,' , '. ~,...'-<// /' '/,' / . . / / ~ '- I"~ X , 'x/ rv~, / ". / " ~/X J', '. /' . I I I X "'-y: ( / , .. 1'-../ '-,/' 'x"'" 1/'- /', .. ~ / ".,' .y ~' /)<,:>> '1\" "'/ ,A, / ' '<. "- >< /"< ",/ ". -' ' / I /^...." //>\,. /'> ......' '. / //" /"" ,>"" ,,/ ", ,/' -"'J/ """ )\ /" / / " /', / X ,/ I t 'VV'x' ,-.. /- '\(--. .. ,t- f IT 13 I MASTER BATHROOM FLOOR -r:IJID STANDARD BATH DECORATIVE BORDER TILE BEDROOM/LIVING RM r---- u_ 1-- i--- ~+- ITI71 STANDARD BATHROOM FLOOR TILE [ffi] IITIJ []]!Q] EXTERIOR DECKS AND PATIOS ENTRY/HALLWAY/KITCHEN MASTER BATH WALL TILE ~mi illill I ___t [[ill [ill] STANDARD BATHROOM WALL TILE I T 161 1 HOPSCOTCH TILE FOR EXTERIOR WALKWAY AND CLUBROOM ENTRY DECORATIVE TILE MASTER BATH WALL TILE BULLNOSE l777 ___'_m r:.:~x/ [ill] STANDARD BATHROOM SHOWER TILE -- n -----{I]ill RANDOMLY MIXED IN HOPSCOTCH PATTERN KITCHEN ACCENT TILE MASTER BATH ACCENT TILE NOTE: SEE INTERIOR ELEVATIONS FOR EXACT WALL TILE LOCATIONS NOTE: REFER TO INTERIORS FF&E BOOK TO VERIFY TILE AND PATTERNS SPECIFIED. SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. /'\ >< ._,'~ .. X, ",:. I I I I I X . ' , 'I, %:-' it I, I ! 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Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 A A A A A THIRD FLOOR o 2OO3lHESE ~LAi'lS ARE COPYRIGHTS> AND ARE SUBJECT TO COPYRlGtfT ~ROTECnON AS AND "ARCHm:cTURAl WORr;" UNDER SECTION 1 02 OF THE COPYRIGtfT ACT. 17USO, AS AMENDED DECEMSER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGtfT ~R0lECT10N ACT OF 1990 THE ~ROTECnON INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF S~ACES AND ELEMENTS OF THE DESIGN, ________ _____J i i , I , I I L_______._____ . 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" ,I' , , \ ~\"~ A A A A A B H 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 M1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL .32459 Phone 850-231-2057 Fax 850-231-3553 SECOND FLOOR 02003 THESE PlANS A~E COPY~IGHrB> AND A~E SUBJECT TO COPY~IGHT PROTECTION AS AND 'A~CHITECTURAl WO~I(" UNDE~ SECTION 102 OF1HE COPYRIGHT ACT. 17USO, AS AMENDED DECEMSER. 1990 AND ~NOWN AS ARCHITECTURAL WORKS COPYRIGHT P~0TECT10N ACT OF 19'10 THE PROTECOON INCLUDES aUT IS NOT UMlTED TO THE OVERALL FORM AS WEll AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, -___n__~__J PROJECT NO. 03540 J --l I 1 I I I I 1 I I I I I I ____J BPRC Submital: I ---------______ --'--_____..______n'_____. 03540 Date Plotted: January 11, 2005 - u_ _'__~______ _.____ _..________.. __________._._____ .~_____ Date Issued: January 10, 2005 n..__ ._'.____'_________.________ CONSTRUCTION DOCUMENTS Revisions: I, --------,----_ '________,___.__ ___~____ ___ , . - ,- ._-,- ----.----- ---- .. -- _ ------___, ,.. ___n ._____,___ .__ ___ ____,_ A-706 ~ o ...... 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'-" / ,\/'< '.124 / " /" / '.. /')<'1>. ~ . ,x''''X/'-.''-x: X,/"'://,',", "'</,,'"" X ;Xx"".... ,/,/;x."X,<'/L--:X:;~~ U ~>< 'Xl, Ii: ~. "X>< >< /;x( ':>(' \\,......"X/, /X ';<//<>'( '- / , ..../X /\. "~' x x X ~ I'v .. '" /....., "'..... ''-...' '" //" / ',' , F , ' i---' ~=rf x X x.. )< - -~, X X )<. / '... ........ ,/ ........ /.' " / ", / ", 7 ~ / ~ / ........ / ',./ ' / lSJ > / ", / -n 1.<' .*2Al c'>-"', '. "", .. " ',></ " ,,/ Iv/ A.""~,.... . ,. . . .. . - ~ ~ '.' ..... ~ . - .. . . . ~ . '<('.'. - , , , .<.,) . .. , , . :::t/~/~ I, .- " / , / " ,/", / >< // TI LE>.< " " " /<L T 1 1/1 " //,.; " "'" / " / '. , ." .. .. '., " // ""',- / , , , .- ~::<, ,< " " // " .. )< :x: /, '. -T / " ,/ ,/' '-",,"" ", ./ < x / //, / ~H '''... / " - 5 , / K, 0 x ~ -'--T"-'- ,~ I -.-j I I I ------L- ~._+_l__..___.____ ," , ~ A BEDROOM, '_F--: tl,9 !. ~ rLL I 'JCPT(l f-: II ' , - "."X )<,. /x " . --I WALTON H. CHANCEY & ASSOCIATES ARCHITECTS PA ~es,idell C".,. ,.. ~. ,.~~" "I' '\$, ~I, r;,:,..."..~f.,t...,,"". of- ~ ,~~, I 1(":)')1 ~~.--- t"'.. (f) "1") J J l7Fh;:::;:<~;~-Ir~~~1?!] ~_I 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AAI785 5365 E Cty Hwy 3D-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 , / ',"",,' , ~): \\' , \'\i~ 02003 THESE PlANS ARE COPY~IGH1B) AND A~E SUBJECT TO COPYllIGHT PIlO1ECT10N AS AND "A~CHITECTU~AL WORt(" UNDE~ SECOON 102 OF THE COI'YllIGIfT N::.T. 17USQ, AS AMENDED DECEM8E~, 1990 AND KNOWN AS ARCHI!ECTUIlAl WO~KS COPYRIGIfT PROTECTION ACT OF 19\10 THE P~OTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FO~M AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, I l BPRC Submital: Date Plotted: January 11, 2005 -----------_.~---------- ----------..,-.---.-.-.. .~-~------ Date Issued: January 10, 2005 Revisions: __ n __ __"'_.__....n~_ _ 03540 CONSTRUCTION DOCUMENTS _._n__..__ '_.____~..________ -------~------------~--- A-70B XREFS: ^-FP3 ^-Units-2 A_Units-3 TTLB ^-FP2 ^-FP-PEN A_FP-Symb ^-Floor Finish2 ^-Floor Finish3 S_Col-2 S_Col-3-6 FLOOR FINISH LEGEND BEDROOM/LMNG RM ENTRY/HALLWAY/KITCHEN ENTRY DECORATIVE TILE ,/ " " ICPTI1 "" //' " .,/' "'" /"/\"" ',/ '-. / , )( , , , /", //~:::--',// ',>( ''-''( KITCHEN ACCENT TILE 1 T 13 1 MASTER BATHROOM FLOOR I T 11 I ,___+_1 [f]IJ I T 167 I CLUBHOUSE BATHROOM TILE FLOOR ~==i::=-~~-=~==~- i MASTER BATH WALL TILE I T 12 I t"'g-i-=r~L' ,---- ----l-+--- -- I T 4A MASTER BATH WALL TILE BULLNOSE T 2A ----oJIQJ STANDARD BATH DECORATIVE BORDER TILE [ill] MASTER BATH SHOWER TILE WOOD FLOORING /" ~ MASTER BATH ACCENT TILE xc 'y",( > >< X X Y 'xx' x'x')( ~x ')( y/ ''x~ '>(/ >(~< '7 / Y X X -.z, X X >< xj yx:/X"'x)<'" )/:<>X" ;<,' /~;< /'/ ,/X~",,>A,x:, :~" )<'yX X)<x'~')""" /.',/X-.... />( I '~ /", / ' lX"~ /<'" / " :X)" ''\. ,'" ,X" / ',/ / X", ,;< '- /'::v'x >j " ,( '),/ X' 1\ '" """X 'y' '/ ',,/ <Xx ,/ X v , x/ ,/ :x/, 1/<</ X ",r~"" '-1.)/ )(/"" ',x' ,/''->(/'' ,-,' '/ /". /''x;//'X/'-'x'/ 'y "',,' ""'/''''x'~'x' ~. 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X...,' ./,<>;~~ ............... ................... . .. . x ~'-., ,/" ,/' '. / X," ,/ '"" ,'," . .' .,',' ',', . , ' " . ' , ~x.; / /~, )< /, )<, " , ,. ", -,. -, k' . \' /// X' /'" .. .' , . .- , ' .' , '. .'...'...'.'.., ,. , '- /' , t>< " ,,-- ,/' ~/', ..-.. ..~ .. /Y" ,X,/,/, /./" P< v X""., ' , '-, //^-"",- / ", / /"', // "',,/ tx: ,X><,)< -'/..., ,;<, ), k<y X'v' ....'x/..,;{ x,,- " / '. .,/ "., / "" X b<, )<',. '.. .'<.. . .'. .>(, X ,/ ''"', / "., // ......., / '\~' tx /': X~~J><^' / "y ',-1/" /'x" LIVING ROOM , ''\. / '-,- / / "" /\",/ ' IG": 123 'I ' ' , ,- ."..' " : xXX:>(<,:;;;\x~::t<> '. ........ '..O'Tl .... > ..... ........<...... '. . "~ /\,I;J ".""" ,. ,.~ ., ""-,,, ., , X X'x ~)(,>/<>;y~ '.,.' ,','. '-', ' , , ''- . , '.'. . ,', ,', '-', /. I ", /' // X >< ."/ )<"<, .'v . X"" //"" / "." ''-' ,. x'"~ ./ ><. ,''!', ;x, /, )(", X ~;<</'-.;>( ,/><', ',><.,.:',x<,','~) ;X, ,>( .... , ",,/.'x,/', . '\. / X~,: />X, /~ .""/<'X X ' " )x.; //'/ .. '-.....,,/ " ',/ ',/' "X X ,/< ./~"<, :;<., ' '-... / '-..,'" / "-,,,,/ '...../' ',,/ "\ ,Y", /....X /"" /', /x", / 'x/ '" ..//, ./"" ,/',- / . /', )<, )<, /, X /,,'" V </>;<:~:><".<>(~.;<x>'-~~~ :: ,:'::::.:' ::'.:: :::::::'.:::','. 1,,<><X x.,/ ",.,.,. ". '.' _ '". 6 >< X '~< >< ><. >< tIVlNG'ROOM '(G':'124!' .1 1 '.~1i 1 CAR~Er ,4~t ~ I I ~ >< .>/ I I , 'I, ,. ""I" , " " l ,..'",1 - o ..... I -< ~ e :g :> U / en Ol e .~ o ...,. 8 /E &.H 0_ III .. If) 00 ~@ 'O.1t) ~8 ~C\I '0 - e- ~~ ~Q It) .. 8e /0 8~ N't: /0 a..: a:: I I I " ^ Ir' "~ " _1 I I -,_. -,-l,-----,-- I CLUBHOUSE TILE FLOOR w A ~. .,~' .. .. V' . . _ A . [ill] STANDARD BATHROOM FLOOR TILE [illQJ EXTERIOR DECKS AND PATIOS 1 WD 11 I []]][] ';:1 , '", "roT. I G-loel ~ / 'X: I L.' -I X;,,: [// , ~~> BEDROOM V '. , IG":109'!. X /:; ". ICpn 1- I X: x<. XI// <r', / )( - ... , / , " / )\ ,7-: , / '><x// "", .. /", , // ''\. /,' " "",(.' -';../ / /' '. / '", / ""'" / ", / ' / \" ./ " ,'" / // ./ '" '., ". v' /'-.'" ,,~ " ' '>~ ,/' ''x." /'-.', >, ,-, "''-. "y '.., .-/' //"''., '''// ~,/'/ '''", )<" c'>".>" ,; " ,,\,,,", ". " 'T1 ____t____ I I --.--.----\ I r// -~.. , . /. \ \ , \ I I,. \) ENLARGED FLOOR PLAN - UNIT G 1 I 8' SCALE: 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 [ill] STANDARD BATHROOM WALL TILE [ill[] HOPSCOTCH TILE FOR EXTERIOR WALKWAY AND CLUBROOM It t :tll-- ITI91 STANDARD BATHROOM SHOWER TILE I I ,;::;;:~. ----I ".-...- ,~~.~~:.: ,/ 1\-. O' l' 4' .-.-CIillJ RANDOMLY MIXED IN HOPSCOTCH PATTERN NOTE: SEE INTERIOR ELEVATIONS FOR EXACT WALL TILE LOCATIONS NOTE: REFER TO INTERIORS FF&E BOOK TO VERIFY TILE AND PATTERNS SPECIFIED. SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. MASTER ,BEDROOM - _',',.,., I,G-:12H 4 I r XX X" f- r>< IV '" X~, .. '>( -...< ';( -/ ;~. /' '7 .' "-"" / '"" /''..~, ,,/ ~'''' ./" ''x/~ /,"<'", .X,X' ,v "../ ',/'\. >< X'" / ~)< 'x' >SALC ' ~ " '-....' '-.,/ "'/ ' ./ ',/"., . /")< /' J.26 ,'? ..., "-./^' "-;/. -< ></ / ~>/ >< "'></ ~ / '"./ "" / v/;x. ''-. ,^"" ''', " " x:: / /<,,'-. '-. , "X~, , ',________F Keyplan A A A A A B H THIRD-SIXTH FLOOR ,,> ~ ~~\vL~~ ("'~~~~ 00 r;;" ",,' ,,-/~ J', ''\ /" ,/ / '- ,,/ ~ < fl >< " ,/"', ,/ '\. "7/ '\{'T 15 ), , ,/ / .. , ... / /' BATflRQOM , ' " : ' ' ':T "~ ,< " . ,~. >,~G-, 1,2~!.< . - '~ARPET . ,TILE ',/ '-. / ' .'_' .,'."\' ,/~"" ./tJ //~'" , 1CPll1 'I' ' .'" , " ...-.'.-.-..-> >: '>: . ~. - . . ~ ....... 1 // ''', .,--" '-.,"-, /// .'/')" <Si/< X ~ # -:-: :-:-:-:.--:-:' : :':-:-:-, ( > 4 # ",," .."."..~ , . ,. "ICPTI '1 -I' . , , ' . II"Q =-.: ~..: ...", ""'"1 ~ W1C..,', 1 ' " "I '(;'" I, t91 ' , ' , , ~ "" ...." ~ dJ WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 M1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2003 THESE PlANS ARE COPYRIGHlID AND ARE SUBJECT TO COPYRIGHT PIlO1ECTION AS AND "ARCHITECTURAL WORK" UNDER SECOON '02 OF THE COPYRIGHT ACT. 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARC~URAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS ~T UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, x x x >( / 'x 'x ~< />( ';x.' ~< ,.~ / '- / 1 JIlt t ~tt 't- ,n,. i.+i- , ><~ Ll XX /< 1,-1' ///'---\ 7 "", / . '-.y~LETI"'" '" / .120 ,. . ---"x// \"">./ / " " "- / / "-,-"-" //" ' / '- /' ""/" /:Y:"" //',. '. ,/,'. OJ <'lf2\/ q ./ T ~1..ef;idell ,0; C't"... ;; ~[\.7 ..,... .~ ..c " .' '#.# ~ .' '..".,. rl..~..'..'., '~- . ,.,f' )l) . I I," l"t .' "'if!! ~: L" ("~) )/f/:/-'"- ,',w <<:>/)' ') ,;,,- ~",n<.'6~'-r.j'.rr/ ~::/ r,..kJ r~? ~-" PROJECT NO. 03540 ! " ~7L," \'~'~ BPRC Submital: Date Plotted: January 11, 2005 --- -- --- Date Issued: January 10, 2005 CONSTRUCTION DOCUMENTS 03540 Revisions: A-709 XREFS: ^-FP3 ^-Unlts-2 ^-Unlts-3 TTLB ^-FP2 ^-FP-PEN A.FP-Symb ^-Floor Finish2 ^-floor Rnish3 S_ CoI-2 S_ Col-3-6 ~ : ! .. -. _. ..._.....l .___ ~';~~ ~~~ ~~~~ - ....., ."'..-.. I iT 1611 I i . '/4 ,.1 ~ ~ 'it< - "v^'v~ ............. ~ "Q R <( :C e :g :> U / en Ol e .~ ~ Cl ...,. 8 /E 0> 0 Ol-o 0_ en .. 0<0 o.@ ~~ '0- e- ~~ ~Q It) .. C")e ~O ~~ /0 a..:l[ FLOOR FINISH LEGEND ICPTl1 I ~ .tf'm: fi '-: t:i~L It ~ 11,lt!L\:{lil~1 tl1J111f it 4 - :(~1 f - trtt, ITill MASTER BATH SHOWER TILE ITill STANDARD BATHROOM FLOOR TILE ---.--- --- ITill STANDARD BATHROOM WALL TILE ITill STANDARD BATHROOM SHOWER TILE I I _I' ..., --- -.......-.-..- j-..,--, '------'----r' i --_~=I~-_~:-~:=.. . ~ ~ .a...ee. i d e.t) .,..~ ('t~.. q; ,jt', . '-$' ~ Il/.,.",,7, '~i.,'t'".- < ~ I ~'#/ d~ , ('~))/f --:/--- ,,'.. r;::,I:)- -', . I _7 h./ti':6"~,,i':/ ~:~~~:~~!~:J PROJECT NO. 03540 I _____ ,...__..___.___.~___J " "',::"'-.,,)~v//'v /<,\ Do ~_ BEDROOM/LMNG RM 1 T 13 I MASTER BATHROOM FLOOR ~~r~ ; ,t ,Y':::, ,- r~T-I-- I-"+--+-r-' 1--1- -t\+- T 10 STANDARD BATH DECORATIVE BORDER TILE - --,----,---, --""......-- T ,-, WOOD FLOORING ENLARGED FLOOR PLAN - UNIT H 4' I 8' SCALE: 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36 ", , / ITIIJ ":/ , . Keyplan l__~_ ///....,,- ',< -"> / mIJ ENTRY/HALLWAY/KITCHEN MASTER BATH WALL TILE []J1J -~=+~~- -.-. -- I I -t---+- -- --.-- I -----{]]![] MASTER BATH WALL TILE BULLNOSE ENTRY DECORATIVE TILE tl,( /~. . '~ '", / , / , / . --ITJm ----ITill MASTER BATH ACCENT TILE KITCHEN ACCENT TILE ',:<' / "-, /" ).< CI:llQ] EXTERIOR DECKS AND PATIOS CLUBHOUSE TILE FLOOR , -, -T'-----.. I I ..j CillIJ HOPSCOTCH TILE FOR EXTERIOR WALKWAY AND CLUBROOM .- .'''..-r----.-- 'S. j ~'''-- ----. ----{]]ill RANDOMLY MIXED IN HOPSCOTCH PATTERN NOTE: SEE INTERIOR ELEVATIONS FOR EXACT WALL TILE LOCATIONS NOTE: REFER TO INTERIORS FF&E BOOK TO VERIFY TILE AND PATTERNS SPECIFIED. SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION. r'\ ,,/ , l--- ~.D " o g 0,<// ~>/</. .... /~>CARPEl r' >< / /, I ",/>/"~x<:::",, I' ,. KITCfm:N ru::'i"1rt ' ,~ ' I " x ~,/" '81 ~>< 'N 0 1>" ' f,' / r-;::I I " " , L.?~ I '>:' · . / 'i,'/. ~ j</~ //" ~~,<~//"":' .>, .,/< ./'>,/// ", / .. /' ,- ~I ,IH [[IillII,UTT .1~Ll~ I I I '-' '-' I I I / .,~' - ,~-- :] - -I~~I;~,~ _ (n__1~'- - ~o: )1 I I '1CP1T1,l I i-::"-'~~--:'-jl' '-J - -'1 -., ---- ,....--t i' ! I - U I ! I I Vj, : " ,': ',. t--j----i--'-I = -~ ..-I- !-,..+ ':':':"', II .~=,.l--+-~-,- n I i I , ,.. .11 I I IT, : I- O-'-'-T'-'T,- -..1"1.". -~ - .-j , , ' , ' , ' n I~=- -.--+-:~ ~--tdzj-- +--1 , y:: : : '. . I;. l-.l I. 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""'. ,',,/"'" ,', / "" WI C """""" ,.)< ", ' 1"1 , ' , y y '>( ",' ",~ '" 'v' .,\, /~ '-', /' -', ' .: . './ I II ----J X/\, <,"'\,,/',../><,,/)<,,>' ,IH-ll01: "")/' '(/'( ~ ~ "./' / ><I<"<','.',~,"<,/,','.'<'<,:.'.>'//,x"".<..,/,><.,.x,./~,'..,,>., x' : '~C'P'T:1': I - />'X l' )<"" ((l) (J' ~~"~~T1><'L"E""" CARPET 'x 1/ . '../ ..../ X >/ \/ .... .. ...."""'-'-' I '" .. / ./ . ,~/ /'~TILE' ~... //:..>XX;<('<-] . . . . <) I //'<.', Y/:.,><{~ BA'7":;~'>(:i I/~:~.',><~x~<~'. X/ ,./ '/ ......./ "",/'" " , " ' JI' /'/'~'" // "'., /./~A':. r:iHi5l ". ,-':'\, . "f^' , " . " ~ '" _ t-- X / /' 'v/'/ '_./ V '-/ ", '.,.,,/. YXYh=-:'c:~=~::=iIf""" Rx X~, ''-. ~ '.,/'_.,,/'" ,/" />~ >< >.1 .IX 11 ---=-=l1 ~ ~ K:::~>16I<:,~,~I>~/~~~=;)~t~/X YI~/~:,~,,~~ /0/Vv^v-YC.7v'Y\7 ^ - r I::;~::---::::,:~ f<. . ".::' IX ~" ,~' ". ----~_.- /, . ,.,~ X / T. )<--h-- --rf /x /. >< :tr= v;;< / I I . .. .. I I I IX ., y / lX ex I I I I I , , :mtO: ///'{'", ,- I WALTON H. 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I I -- ,- -'''-'-'---.1 ..____ ,_,. .. ., - . - r l . ..,- -TI 1.\ L ,---...., ] - I -,- .. .. . ; ..I r- I >.---... I I , _ I ,. __ L __ _ _' J _ r tt~, . . K.-Jf. r ::,.--- H -D. I> " .._ I --~_=b '~p' .[["'h LI -- J --f=~-,:Jt---~ Jr'--- --- ------ -"L~ '4- ~ J; 1_[_ ,.[--- L ,..., } ,,= -- - . --.. -- --'--t1 ...- -- ~-.. - 1--,-,--, -- ",- --. ,- '--. .... ,- ----- .. l I i 1--1 I i I I HALLWAY ICH-ll0lf , i I I "T .. L , /1 ,V, 1". , 0fJID ILi I . f'/, .. r(~~0j C:~1 L '..r<> y:"y'/ bf\(:/'\/"< .. , 1: /'j:~ /~ I I 1 ... /)\." I I -/><,. I I )<" ;< / . )'>( " /"" )<, ,)<" ,.J", WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A A A A A A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cfy Hwy 3O-A. Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 SECOND FLOOR C 2003 THESE PLANS ARE COPYRIGHrED AND ARE SUBJECr TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORI(" UNDER SECrION 102 OF THE COI'YRIGHT ACT. 17USO, AS AMENDED DECEMBER. 1990 AND KNOWN AS ARCHITECrURAl WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES tllJllS NOT UMlTED TO THE OVERALL FORM AS WEU. AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN_ 1m ,..,.J _n _. ,nl---~'--- -. ] - -- "-1-.' ~J ...,....._ I n__ -r'- , --=- r -: ~ I I /<. )< '-, /x......... X, , , ,x, ______.,1.__ 1 .1",- I WD 11 WOOD FLOORING j ------- IT 1661 CLUBHOUSE TILE FLOOR []]lli CLUBHOUSE BATHROOM TILE FLOOR .~// ' I " .. " / 1- ... r- ) I II I I . ~l ,-I [LJJ, \ I I I I I \ \ I I I I -, . 0 r , ! ',. ,~ b ! I IC) i ':. ~ -I> '/ I T 16611 jm i -- -- i . I I '1 ..,-- __.L _____ _ , 1/ ., r _ _ _ n ! r ;, I>. IS ~?~ ~~, (/.' ~ -I-- - I i - r I -- -----------INTRY.- . 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(f- :.-) -) (:/h..,N~6_.L..~r.e,'('C/ ~:'o/(':hkir~7r-. 4' PROJECT NO. 03540 I 8' SCALE: 1/4" l' 0" WHEN PLOTTED AT 24 X 36 I-- I " ,-:~::" , --I I I Date Plotted: january 11, 2005 ------_.~--------_._- ~- - -- ---------- --------------- Date Issued: january 10, 2005 BPRC Submital: ! , '? .~.rv . \~ Revisions: I ' ~,~ / I I L.. 03540 CONSTRUCTION DOCUMENTS A-712 XREFS: A-401-21 rcp mB Mechanical Plumbing ^-Units-2 ^-Units-3 S_Col-l S_Col-2 S_CoI-3-6 ^-FPl A_FP2 ^-FP3 ^-RP ~ "Q o ~ / - e :g :> U / en Ol e .~ ~ o ...,. 8 /Q) E 00 Ol_ ~~ en _ ~@ "28 ~C\I '00- e ~~ ~Q It) .. ~8 811 N::: /0 c.:o: 0) G2>-- / I 1/ -9- / / / / 11 (it - --~ /1 -9- I I f I \ \ \ \ \ \ ~\\ ~)~- \\ -9- x -<?- x -9- x -9- \ \ ~ \\, -<?- \\ "" 0~'~'~') j/ / X1 ~ :0: :0: :0: / ' ---------) I ? \, .- T ~.~~ v I u~~ .-rt'l. ' · . I " i. 1 I ! ~ 'I , i ! I , .' ..u_ ----,lfll r I, ' '..".1 I' ) : ! :; ! I I, ~ i i I I ! I ;t v _1- ~ i 1 I" ~ I o ..1 f-._._..._...... 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FL 32459 Phone 850-231-2057 Fax 850-231-3553 <<12003 tHESE ~LANS ARE COPYRIGHTED AND ARE SUBJECr TO COPYRIGHT ~R01ECnON AS AND 'ARCHITECTURAL WORK" UNDER SecnON 102 OF THE CO~YRIGHT ACT. 17USO, AS AMENDED DECEM5ER. 1m AND !(HOWN AS ARCHITECrURAL WORKS COPYRIGHT PROTECnON ACT OF 1m THE PROTECOON INCLUDES BUT IS I'IOT UMITED TO THf OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF S~ACES AND ELEMENTS OF THE DESIGN, CD_, ~ ~ ~ ~ b () I ill ( ) C~)-- --0 (1\' \. 0 <<-}' ~-,/ ---l r-- - ------------ I i I i ----------- ui i l.esidel'} I I' ~ l~~\~,' -. ~'~\ I ~ ~, I . I~; I (~~H~';;/ [o/:"~Jr':7r' 1""-,-- _.m__._____~ ! i PROJECT NO. 03540 I I L i _0 I "'). ' ~~. f... \'^\ ----- l I , BPRC Submital: Date Plotted: January 10. 2005 ~_m___.._____________.__ __ __._______ _ ____~__~_,. Date Issued: January 10. 2005 Revisions: 03540 .,,-- - -~-----,----------_..,---------- _ _ -- _ __ ___ _____ ___ .__.._._____ ~___'_.n. CONSTRUCTION DOCUMENTS _, ______.________nn'_n_n_~________,_ A -80 1 XREFS: I A-401-21 rcp mB Mechanical Plumbing ^-Units-2 . A_Units-3 S_Col-l S_Col-2 I S_Col-3-6 ^-FP1 ^-FP2 c::::::J c::::::J c::::::J c::::::J c::::::J ^-FP3 ^-RP . t1 n: :0: " , Ii cp (f (y 1 ' ~ ~ ~ ~ ~ ~ ~ ~ ~ . 1 k.. I, 1t ~.... I I -r~- r::::J ---, ~. ~~-'-'.~,- -- --, .-- _0..'__"-'------- -- - ------------------ ---~..- ---- '0 JJ, '0 '0 :O~ '0 L ___~_J , , I I . I I ! ~ ~ ~ D ~ ~ ~ ~ ~ Iii ~ ~ ~ Imll ~ :0 :0: 0, '0 '0 '0 :0: '0: . L-... I I --I ffIJ- I I ._~- I --OJ -4 i I l. . I [1 a: ,0: I . ~ ~ .~ ~ .....~ ~ ~ ~ ~ ~ o ~ ~ 1 ~j '0 I Qn . 1'0 I I ~" I: l I I! '0 1CJ" 01 0: I~Wlt ( I, I 1,'-, , I, I ! I i I I I i I I, I . I t ~ ~ ~ ~ I ql j-.\? - -- ~. I I (i ----ijij-- --.---- I a: :0 .---,'----~Q..) . 1- ~ ...g !"" : ., ~ PiC tL ~ ..~ ..~ ~ ~ 0, m . I JJ: '0 Cf '0 b 01 u_",...~ rh ~ "=--UJ -- . : t--- - --- I ~ 1 ~ I I ( I ( ) I UJCCJ r I I .'~j ~ -cfi - .~ ~- . ."1- ~ 1 t -,- ---$ ~ . 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(;,r""r/U-:k",<,rr-/ gY:rL~S{'~Yr" 1'- ----....-,----------------,---,------'----~--'- -- , PROJECT NO. 03540 I 1 ____,_"_~____n_'_________._..,____"_.___' I l\V) . .\\,\l '., V\ ", V'\ Revisions: 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 <<> 200J THESE PLANS A~E COPY~IGtrrED AND A~E SUBJECI TO COPY~IGHT P~OTECTION AS AND "A~CHITECTURAl WO~K" UNDE~ SECTION 102 OF THE COPY~IGHT ACT. 17USO, AS AMENDED DECEMBER, 1990 AND KNOWN AS ARCHITEClU~Al WORICS COPYRIGHT P~OTEClION ACT OF 1990 THE PROTECTION INCLUDES ~UT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. I L____________..._,_,___________ u 03540 CONSTRUCTION DOCUMENTS A-802 ~ "Q ~ < / - e 0> t:: :> U / en Ol e .~ ~ o ...,. 8 /E 0> 00 g>~ en .. en _ ~@ Eg ~C\I '0 ' eO ~~ ~Q It) .. 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I ;/ ; p_n;'_~._,_ \ : Il'i [gj li)( 'I:..."...,.~ ~ i' i~"j~ '~-:\v'in!ii i I: .. . )( \ Jj\t> l"tU I 0 ,I Q -+ 10 -<?- ~ () <9t I )0' I --dJ I .. i r:. ii' \ ARST RESlOEN71AL LEVEL .!.1 o : j, , ,l;j / , I ' ! ! .. lE~ ~ , I . ! ii 4'! 0. ,t',: ^!ll i : '[\ 'l,Jl' J] I: :~. I -<?- ~~K?- [CJ "-I I o I Ii '^ 1 J v 1-] I . .0 . , ~ Ol! I ----j I, -- .E!j J--(.;-- ~O- ... -, o -<)- - -<?- 1> ~ ~ "&~ -~--- <tl ~ ~ CD ~_ND FLOOR, 0' 2' 8' 16' o II I 1> I A )( o o 9 I -<?- o -<?- I, 0> ., I, ~,.:, o 0 "I ~f I -I o -<?-.. - ""Jf ~ [.] o ~ ~ ~~. ..- -- -7'~1"".:1- K?- ,-, " , ' ~ _ , i ~ ~ y' ^Hf :::10 Y:I'I [gj "um :i'+@_ " . r~r-;-i:1. o "~JF10 ',I: ~rc~iii'j,~~~".tj ~-- ^ ":,"0 "f:JI '.1:..,1 o ",-,-)(- ! Q) I I' : -1'1 -(>- ~ -<)- I I I ~I ill ~. JAN J I 2005 ~ DEVEl lIQJ _"''''~r__._ ~_._"-"''''''''.''''-'~.. T ERVICES OEPT COORDINATION DRAWING SCALE: 1/8. = 1'-0. WHEN PLOT1EO AT 24 X 36 Date Plotted: january 10, 2005 Date Issued: january 10, 2005 Revisions: reVPbn I I ..,_____",.___J ------~---~---.._-_._------_._----~-----,--~------._"--- C'3J o ... 0> ... ~ j \fJ -<?- \fJ S I. \fJ " ;J~11-G~JFI ~"l .0" ,.)( ", -<}, ~. I r il----- r-J""'-""--- 1'1 I :i 8+1/ '--+",.,: )( 0 o Q) D fl'] ~ Q) -..:~ . [,_",.., J '.I_,.,~"..lT::~~7 .1 ii, 0SJj J,t '/LJ /,- : 6;"- J,?;J". ----0 )( i P , I -..: -+1. Ii, IS] tr==, """" ~ o ~ .... -0 -O------c ~ -.-1 ~ - Q) -<?- i i I I i I i I , i {~:_m.J -$- -, -<?- .-l1....---- . - -1- .- -- -- WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cfy Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRtGliT PROTECTION AS AND 'ARCHITECTURAl WORt;" UNDER SECTION 102 aF THE COPYRIGHT ACT. , 7usa, AS AMENDED DECEM&ER. 1m AND 1tH0WN AS AIlCHrTECTURAl WORKS COPYRIGHT PROTECTION ACT OF 11'90 THE PROTECnON INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOStTION Of SPACES AND ELEMENTS OF THE DESIGN, .. -<?- .. :-: ~, " --<?- K?- ~ '.: ." -<?-- [J 0. r ~ Q) Q) CiIJ -<?- -~ ~ u I. -<?-' I ---1- ~--r-- I~ I ~-9- -<?- ~ -<?- -<?- -4--~- ~e6idel)c> ! "'~.'.~\".,'~~',r~,' ~., ~\~ . I. ., . ' "" - f '," ,;1 J'. (,~;);, ~,/-""'- , .. ~,-:;Y-) "J ",'" , v. {C-, " ""<4",,,;..,,,</ t"_-,~-- I':btkir:Lf/"" PROJECT NO. 03540 1";'/ \ ,. ,,~. iJ \." 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WHEN PLOTTED AT 24 X 36 r----------~--. I I i ! ! I BPRC Submital: Keyplan WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 03540 Date Plotted: january 10, 2005 ----.---"-....------. "._-~- . -- -._-- --._-- ------~ Date Issued: january 10, 2005 .._-----,-- :%.,.esidell ~ ~ )at '~ , C>(:~ P (lJ,...',.',~:~,~, '-.. .~ ~ '..I.J I ~ , ,!", i .~ I , ~) /f'.... '" .. (f'" ')' ') , (7;1~~~<6z,<,,;'"~/ ~_'o/ r.L...kJc~?f'/.1 ------ --------- -------~-----l PROJECT NO. 03540 I _1 / !lr'. \,~~" CONSTRUCTION DOCUMENTS Revisions: I i I I , I , i I I I I I I .-- _._-~-_.._--~.! 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cty Hwy 3O-A. 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" 'I:: '" .\\.\) 'Jv\) Date Plotted: Date Issued: Revisions: 03540 January 10, 2005 - - - -- -------_._.~ January 10. 2005 CONSTRUCTION DOCUMENTS A -806 l ~ / - e :g :> U / en Ol e .~ ~ CI ...,. o o /E Q)00 g>~ en .. en _ ~@ ~~ '0- eO ~~ ~Q It) .. C")e ~O 8~ ~:: /0 a..: a::: XREFS: A-401-21 rcp mB Mechanical Plumbing ^-Units-2 ^-Units-3 S_Col-l S_Col-2 S_Col-3-6 ^-FPl ^-FP2 ^-FP3 A_RP C0 /-~ / ( !\ 1 }--.I " / '---.......--' c ~-----------~ .-----.-. , "'. I / 1 'f 1 \, I /\ I r/J L I I I l-<r i-<r (> ~---E9- I I ----83--- -<r I I -<r I ----------- ---Ej3-- -- _ - ~ - T=~ o () I I ~ ! ~ ~ ~ A [OJ 1 A. .. IV ~ I i I f -<r -<r -<r \ \ I / l ~n_ r~ ~ Q) o (~~l ~( -<r Q) ~ .-<r -9- -9-" ~ + l..........__..._._.4-jI I'SJ -<r x -<?- ~ .. -<?- /-~, ! ' ( 4 ) -<r 1- ~ ~ 0'" I <D I I, I I cp --- ! -- -I -<r .-1 ~ Q) I() I ~] I -.-. I -kOJ~-- Q) Q) ~::J 0'.' o ,( \ [ ~ ~ ,0 :.: 0 CS;]I ~ I>~ o -)(- ~ " :.: :.: o :.: I8J · - -9- -~i-_ll- I 0 0d ! 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I' : '1~...tl: o-~ :; )(, I ~ , )(-9- ~ ., .0 I -.-~----m..,.,..'.,.,., ,i. -, ~-- C) " @ '0 I -<>- ~ . I I '] I ' t:] I ' ~:.. '. I I -9-' -9-1 03540 Date Plotted: january 10. 2005 - -- ---~---._----_.._---- ---._,,--~.__.. _...~--_..- --..--- Date Issued: january 10. 2005 0> H -<?- -<?- [ o o ,0 ~ A ... o 4 - [iill -<>-. I -, w SI :r: ~I - COORDINATION DRAWING BPRC Submital: Revisions: 'Y m ill Q) ~ o "Ii.. o o Q) o -<r ~ () Q) <W' ~ A CD 4TH-6TH FLOOR ~- I 0' 2' 8' 16' A [ I 4J ---- ! '-. ..-----.,;::: SCALE: 1/8. = 1'-0. WHEN PLOTTED AT 24 X 36 Keyplan I L__._,__~__~~__..,._______ --- .1 I I WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrove Beach. FL 32459 Phone 850-231-2057 Fax 850-231-3553 C 2003 THESE PLANS ARE COPYRIGtfl'B) AND ARE SU8JECI TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 1 7USO. AS AMENDED DECEMSER. 1990 AND KNOWN AS ARCHrJEClURAl WORKS COPYRIGHT PROTECTiON ACT OF 1990 THE PROTECOON INCLUDES BUT ~ NOT LIMITED TO HiE OVERALL FORM AS WEll. AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN, o ~ It? J -<r -<r -=2=----+ r -- -- - 1___ --- ,", o = - o -+ _:#: -+- -<r ! ~ -<?- - 0> -+- -+- -+- .:; ~' )t III III )( 1'\ , I Q ~ -9- j I~i "~[jLi:i,'l ~ ". try.--":-: ;i:: ,-_-0,_ "",..".~fJ 0 . :: :.- 1)0<-_.....'--___::",.. ~---~"-~- i :1 oi~~~)n~ III III = ! I-'Ii])--t-: - [J i ! i : i l' i: : I H'~O'u-u )( : i; ~___~__a_ -..-.-- J~-"""d-l j ^ ". .~j':",],,~ 00 ": )( v c_~ -~ i.;..... --h-----,-- J-~~-----,-- ;..A;"i i II 'n , I I ,IS! : .. . [J -- -Q: ,.... -<r~ -<>- ~ -<>- -9- ...' A- [ZJ -<>-- I It"' A A o Q) -9- Q) 00 @ ... -<>- A-<?- ... -<?- - . = -:::m ~ x {) ~ ~, {) 1 )( I .~..~... . .1 iT.' .. I~ \ \ (\ a'\~ \, 0 " ~-_/ THIRD-AFTH RESlDENnAL LEVEL ._---~._--~-"._---~~------_._._-~-. '1..e6idel) ~ , <....~l tlI~ ".'" ' \1\ ~(,!J.',~.f..'f"..."''' .<t '~ 'i/ ,# j ~~ ". ,... "1/' ,/---- 4'.' '" (2::1 ',. ") (.)?-1/i~kL:'€",rr/ ~_'.;Y r.,...kJrf..? r" ,/1 ~~ \' \S~ PROJECT NO. 03540 -- --------~-_.~"----_....__.~-_..- ~- ---_..._.~_..-_.__..~~---.- CONSTRUCTION DOCUMENTS A-8D7 XREFS: A-401-21 rcp mB Mechanical Plumbing ^-Units-2 ^-Units-3 S_Col-l S_Col-2 S_Col-3-6 ^-FPl A_FP2 ^-FP3 ^-RP ~ )- ~ Q CQ) O[~ -1- --- - ~- -~ , ~ ~ ~ X fa ~.:~ i , Q) fru~ ~ ~:-: .',1( KO Q) ~ ~, """"" co -+ -+ -+ 0.. ___n_ ,n I I ,0 III , .-: o! X ~:i",,'.i , :.. r', ,: t,.._' ~ ~ ~ <: / - e 0> t: :> U / en Ol e .~ ~ Q ...,. 8 /E 0>00 Ol-o 0...,. en .. en _ ~@ "Eg ~C\I '0 - eO ~~ ~Q It).. C")e ~o g-g C\I; /0 a..: a::: o '.: ~ cc;;;:o:J Q) ... X III Q) [ cO) D ~! ~ O)~cn&) . I I ~. i/?! ~ ~I ! 'rrs] ! -9--9- '. . o o I -I ~-" -9- ~ Q) ~' ~ -- -1-- - ~-- ---- ~~- ~ ~ -9- . [[,2] co . o [2]0 ~ fa m',:~ KO~ ! ~ . c",. ..~_.. RR.,,',.,,'...'.,. Y-Y-1" [~ ' o :-. . ~ )' Q) i (0 Q) -<r-9- Q) ~ () '~+-~~,~_~1 tl'-.~f ~ ! i i :" L i ! I __m__ , ,~, 1. uL!jL -----.-j I ! '. -[-1 ii I :' I ~1t .:(.;;.+ .--;-----~ I . ! i I. ~ .. -9- <0 , .. CO) O)~ ~J r..:::......~ JL..-- . -----.-- -- Gi ~ ~<o r~ , ! ! ~ (Q) I ~( ~ (Q) o }-: (() ~ ___n~_ : ~ -rn. ,<0 ! I I r- ----- --:---r-------..'-.I'. [;"'j-- I I I" I 1. 't! I . ci::i 'c ~~ic:J~xi--^- ! I ~lun__y:y · .K>)lnH'O~Jn- ~ . .. . . ___I.,_..._,!-) ~ .~- ~~ -- .~ -- --- Q) (9) ~ I o Q) +~- f! . In~ ~j ~ ~ -9- [-j -9- Q) ~ o -y- . l~<:] Q) ~ ----t-- Q) rn-- ~ -9 o X, (Q) co 11711 ~Uu r:?1l, " lk:_J " - , i ..1<>- Ii'!I ~, co (Q) Q) ~[ IX , ' I I ! ! I ! , I / ~---~ A~i -:-- - ---- , , / ~yr ry~;.:I' 4~n :cH · . ~ 'j' :CO) X -9- ~ ~ ! i I !l CO) Q) Q) = o +--.,'..;tt -+ :i "--I , ~ 1.<0 (Q)~ .. . '-...,..1 -, ' ~'~-" -- (~:.I,- f :;t'nr~J co - '-jr~- :. "'.elf. " -..".-.. .-, E~. _____~ r:..'... ,~ ~ ... -9- (Q) o -< ~ -9- "-9- ~_... .. o .,':!'{ ... ~ ..: i l+-~' I, I , o ... " "I',! Ii III III ~ Q)- 0) -9- - COORDINATION DRAWING SCALE: 1/8. = "-0. WHEN PLOTTED AT 24 X 36 I___~___U__ I I , I I i BPRC Submital: Date Plotted: january 10, 2005 ---~,..- ,---~ -----------~------~--~..~--- ~~-- -. ._--~---- Date Issued: january 10, 2005 Keyplan 1- CC!3:D o -+ -+ . I ' ,-. o -+ '0 X ~ III III ,..-: o ll:8:D ~ I ~): I ... X o ~. X~- I ~ Q) ! CO, X. ~l 'tJ' i r." r i i/-,...- I .-- --. CO O~{q X ~I <0 9 ~ I ,,)rn .~ I 'l' / ,-, 0) .. WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 02003 THESE PLANS ARE COPYRIGIfTB) AND ARE SUBJECT TO COPYRIGHT PROTECTIaN AS AND "ARCHITECTURAL WORI(" UNDER SECTION 1 02 OF THE COPYRIGHT ACT. , 7USO, AS AMENDED DECEMSER. 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYIlIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO HiE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITiON OF SPACES AND ELEMENTS OF TllE DESIGN, I >:}:J[' I" n ~ -9- .J ~ i o =2-_ o .' ~: . X -9- -<r-<>- ---~-- +i> ... = ... ~ Q) (/\ . \ ~~ ~.. "'~-~ / ,... etiidel) "\...... ("" (; .~-~.;,t^ ~,-\\ Pl,l9,.,.,i. /!t,...., ,.".(~r..~. ~ ,~/l~i , . ! ('.,;:)/f-::'---~ .~ to. <<J~)''i. ! /,/"" /U':UL'~"',r"./ ~:.Y r-'",;('J"'~? ,..-. ! ,-------~- ----,---,--------- I I i .__________~__m._ I PROJECT NO. 03540 ~ CO -+ -if -+ ., .. . ~ . i Ii r ,m: '-: o ~ III ql ~ . [U], (() ;- I ; C2J ~i " !,: . ~J o . . '/1 I IJ ~!. -<>- -<>- co ., ... ... iJ ="=' Q) THIRD-AF7H RESlDENnAL LEVEL CD ~H-6TH FLO~R 0' 2' 8' 16' "f.", ' ,. , ." ~.,; \'\\:~ Revisions: L_____ _m______~_____~__ 03540 CONSTRUCTION DOCUMENTS A-808 XREFS: 11.-401-21 rcp mB Mechanical Plumbing A....Units-2 A_Units-3 S_Col-l S_Col-2 S_Col-3-6 A....FPl A.FP2 A....FP3 A....RP (~1-'\(~;1 / /~" (;) (~) (~') \ ') 1 \. ) L . /~l. r " - I . 1 . - - -i -I ~~ (A ' (~ \ A,1 '-'_/' . 1 . 1 . (~ "'--~ _'__~_ __ _n._.____._______ - -\- -i I,J. . 1 . 1 . ___,__ - --~-J_ -t I - -I i1 .~ . ! I ~'- /' ( 0 )--~- --------- -~-----t-- ,-- ----- - - (D_~)-//~- =- -----:-~~- -r--=--- ----=- ~- ( E }--~ , / ~,~ ~ -f=--= - - -- -~- ~----- . 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CHANCEY & ASSOCIATES ARCHITECTS P A ~ ----~---"' --_....~.._- -- ---", ---_._,------ -----.... --- -----. -.-----.---...---- - 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cfy Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~e61del) ... ,..- '. <: (~ (,. t'"'' 'ti\ .f;' ....,'" ~ ~..~..J1i"',j ~ tll'fJ ',' ..'....- (.)////-...- l .,. /F/ /I'f'"h~'t':./.'..I""r/ Date Plotted: January 1 0, 2005 ------.-- - ---.,.---- --. ,----- .---- ------ - ---"---'~'- Date Issued: January 1 0, 2005 f ,., ,,--- _uu_________" --~----'-'--' Keyplan CONSTRUCTION DOCUMENTS ",n ,--- -,--~ Revisions: __.....__..___...._____ _ .____....._.___._...,___ _,___u._n_ .....----..-.----......-..------ 'I U A -809 C 2003lHESE PLANS ARE COP'I'RIGHTB> AND ARE SUBJECr TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORr;" UNDERSECTlON 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBER. 1990 AND ~HOWN AS ARCHITECrURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 lHE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION Of SPACES AND ELEMENTS OF THE DESIGN. PROJECT NO. 03540 ~, I ---_._._.----------_.._..~._--~-~-~----------- -, ~.' < ~~<< ----- XREFS: A-401-21 rcp mB Mechanical Plumbing ^,-Unlts-2 A....UriM S_Col-l S_Col-2 S_Col-3-6 A....FPl A....FP2 A..FP3 A....RP Iw IS I~ 1 .~^ .._~'.'=.'~t.----^'----~-~- . -.. t=~-T-- cp cp cp 14 I i } I I I 1 I -t- ~- I I I I I I ~- - ,- I I ",'d J ~- -+ ~:-~,J -, ' i ! -.,'-- ".......]..; , ~ f...--..... i l 1 t .____ I .-.. I I ' i ! d" I : 1 ! I I I .... I i ~._-- . '1 I 1 ! I I I _~,_ ] I' [ [I , i-- ! -i -t- - I ----~--I [ 1 T- l () ,l- I t- ,t ~.. I I I -i:~ __-0 .____________.~ ~ --- ~ ....-----"-~---...~..- ~ I~ I- I~ I J7) ~/ 'x----\ /, \ \ \ n"! O~' ~--, CD ~OOF - CO~RDINA~~7~_~~~~~~~24XJ6 0' 2' 8' 16' I - o ~ / - C ~ ::> ~ '" g> .~ E Cl 'Ot 8 /E Q)Q. g>~ '" .. "'~ a!.@ "OLt) ....8 ~N "0- cO ~~ ~Q Lt) .. C">c ~o g-g . C'I :::: /0 iLa: -",,"" _~~---------_.-----....---.-----~---~-.------..- .__..____.___..__m~ WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A 1- - - - - --- "_____._.__.________~__~____~_~___..._. - 1 i 1___ , I 1 I 1 ~. 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ,- '. ../""" ...' '. -'..c-...." , " " ,":,': ~;' \)V)' ';" \'~.~ BPRC Submital: 03540 o 20031HESE PLANS ARE COPYRIGHTfD AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND "ARCHITECTURAL WORI(" UNDER SECTION 1 02 OF THE COPYRIGHT ACT. 17USO. AS AMENDED DECEMBE~ 1990 AND KNOWN AS "RCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT LMlTED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOsmON OF SPACES AND ELEMENTS OF THE DESIGN. ~e6idel1<:" Ct 1i,f ...... .. ~'-i) ~ (!I.....,!'. .......~. ..".. ? __';i~tdl' I <))~/ ,..,- · ... (f)~)--). . I (~/0/",6-LlrL'''~/ ~~:.Y" ~-'...J.e)~'?r. I PROJECT NO. 03540 '---I ,______~______ .1 Date Plotted: January 10, 2005 _ _~__.__._______ __.~...._.__.._...__.___._ __ _ u__.__~___~_ Date Issued: January 10, 2005 CONSTRUCTION DOCUMENTS Keyplan Revisions: A -81 0 ..-,--.-.---------- ~-~ -------,'\.....- - _ .~.____....__._____L.__. '. ,< ., . ',- _._..~...._- .c<';;'~~".- r- --. ~ "-'~t'-cr~ ~." ""-.~:~=~_.'-'~-'."."---~" ...... ..'........7.,~.'....e ''---.,. --...-- . c' '.' . -.. ,-~ . ,~~"'" -"M--,r~l I , ; , -- ~ " -- SUBMERGED LANDS I ESTATES · . I I I I . I 3=1 :: I <D . I XI w. I I I I I I I . SANITARY MANHOLE RIM EL. = 5.46 PHASE IV VILLAGE ON ISLAND ~ i . -- -- 1 ' "- "- ~ ( ) -- -- '~" , i i ( r ~ -- -- ~ (1) STORY C.B.S. -- "- "- -- ~ ~ -- . -- -- SAN IT ARY MA RIM EL. = o o R=70.00' A=78,96' CHlJ.=74, 'CD) 74,57'CC CB=NS o42'22//ECD)- CB=8 5'44//ECC) "- o "- o 0 o o '------------ 136,76'CD) o o o NEW REI'EN110N POND o o BOAT SUPS AND BOARDWALK TO BE PERMITTED UNDER SEPARATE DOCK SUBMITTAL ~ o o === === === === R=170.00' '\=898.64' 1.=162.57'CD) 162.84'CM) CB=S78.S7'34'(CD) CB=S78.U'19'((C) II .~ tl1 U It II ~ = === r==::s -==== c::=:=:::I c:::::=:::I c:=::==:I c:::::::=J c::==::I c::::::::::a r:::==::I . c::=:::= ===::0 = = - c::::=:=:= c::::::=:I c=:::::I c:::::::::'I ~ c:::=:::a ~ c::=::=::a c:::==::I = = = c::=:I c::=:::a ~ c:=:=::=:::I = ~ a c!> It " m B a ~ 7\ ? ., II [] ~ Ai ~ -- - ,- SANITARY MAl RIM EL.= 4.: INV.EL.= O.3{ INV.EL.= O.5l INV.EL.= O.1l 8"PVC - - -'. t') U 0. r-. <{ "<t '" o 1.0 () '-../ - ,- -, -- ~' - --- - -- - - -- """"'!'- -.-- -, _._-- - - -, -----. -' - - - - -------------------------------------------------------- -: -------------~-------- _._ _.._. _ _ _. _._ _ _ _ _ _, _ _ _ _ _. _ E;;.:..~-----------------t:.:'---------------' '0 0 - - - _. - -L - - -- - E)(6" W. ~~-~-~-~-~-~-~-...~...-~-~-~-~-~-~~= EX. 2" GAS : WINDWARD PASSAGE 60' RIGHT-OF-WAY 26' ASPHALT PAVEMENT 2' CONC. GUTTER ............ () o to o ..- .' .~: ..... -+oJ" <1> J C 0'1 Ul <1>, 0" LOT 8 ............ SANITARY MANHOLE RIM EL. = 5.48 , INV.EL.= 1.87 NW , NV.EL.= 1.73 E , , , , , , @ @ CURVE DATA R=50,OO' A=32.18' CHD,=31.62'CP~M) CB=N3005 7'35// VjCP) C B=N30051'34//v/CC) CURVE DATA R=50,OO' A=82,03' CHD,=73.14'(D) 73.15'CC) CB=N59031'26//V/CD) CB=N59<>31'41//v/CM) ~ ,0.. m r- m , ~ ..QTY CODE COMMON NAME BOTANICAL ,AME SIZE & SPACING 15 OB ORANGE BIRD OF PARADISE STRELlTZIA REGINAE 10 GAL., 3'x3' 48 MC MAMMIE CRATON CODIACUM VARIEGATUM 15"x15", 3 GALLON 8 HI INDIAN HAWTHORNE TREE RHAPHIOLEPIS 25 GAL., 6' - 7'x3' SPREAD 4 FP FOXTAIL PALM WODYETIA BIFUCARTA B&B, 3 STEM, 14"-16" O.A. 240 VA VARIGATED ARBORICOLA SCHEFFLERA ARBORICOLA TRINETTE 18"x18", 3 GALLON, 30" O.C. 180 CB CARISSA BOXWOOD CARISSA MACROCARPA 12" SPREAD, 3 GALLON, 30" O.C. 180 MG MUHLEY GRASS MUHLEUBERGIA CAPILLARIS 18"x18", 3 GAL.,30" O.C. r') CL CRINUM LILLY QUEEN EMMA CRINUM AUGUSTUM QUEEN EMMA 10 GAL., 30"x30" "- 22 LT L1GUSTRU M TREE L1GUSTRUM JAPONICUM B&B, 8"x8" 805 SJ SHORE JUNIPER JUNIPERUS CONFERTA 3 GAL., 18" SPREAD, 30" O.C. 260 OJ DWF JASMINE TRACHELASPERMUM ASIATICUM 12" SPREAD, 24" O.C., 1 GAL. \ 3 SB SIVER BUTTONWOOD TREE CONOCARPUS ERECTUS SERICEUS 25 GAL., 7' -8'x3' SPREAD - TBD SOD FLORATAM SOD ST. AUGUSTINE ..- "<t Lf) o o N "- "<t ..- "'- to QTV CODE COMMON NAME BOTANICAL NAME SIZE & SPACING 24 WR WASHINGTONIA WASHINGTONIA ROBUSTA 20' O.A. 62 SP SABAL PALM SABAL PALMETTO 16' -20' O.A. 142 VS VIBURNUM SUSPENSUM SANDAKWA ~BURNUM 3 GAL., 18"x18", 30" O.C. 114 SG SEA GRAPE COCCOLOBA UVIFERA 3 GAL., 24" HIGH,3' O.C. 63 PP PETITE PINK OLEANDER NERIUM OLEANDER 3 GAL., 24" HIGH, 30" O.C. 140 RF RED FOUNTAIN GRASS PENNISETUM SETACEUM 13" HIGH, 30" O.C. 1 PR RECLlNATA PALM PHOENIX RECLlNATA 16' -20' MULTI., B&B 360 IH INDIAN HAWTHORNE RHAPHIOLAPIS INDICA 14"x14", 3 GAL., 24" O.C. 18 CP CARDBOARD PALM ZAMIA FURFURACEA 10 GAL., 3'x3' 0'1 :s: -0 Lf) o I m ..- I Lf) o .-...-..........--..-:.---.__4.'.. . _....~~~:.-.=: -. ~ ::' I (~~ I' /-....--.' .1: :_.'..>: -".1 ,';~ ~] ~. , , /;:.. ~ ':: ~;; /1- c::J ,; .;:' ,--. C'-' (t '~ I '_I &..c-, W ~ .'~~J ..- ~~~' r I ~ ..,. ~. '-." '.~!';' -- ~. 11\~Lu-::n:J ~ ~. 0 c.....;:j 0.. >- I 0..... 4::0 f5Yc- ~ ~ ___~ a -_. 20 o 10 " <1> -+-' (j) /" CO "<t t') o /" III ....... U Q) '0 \.... 0.. o <{ () o -t-' ,::) -~-_. --~- --. .~-----_..._-- .-... DJ " -a. I_til fA. -~ III CD .. z ~t g 00 I- CO U .( ~U I- ~z c= ~- o -ff A. to. '^ '^ ,... 0 Z t:Z .( .. - ~ xt I- .( @ .... . ~:r: ~U ... CO III .( ,... l- I- -'^ Mill Z ~Z LII ~.. t -.. Z to. .( o ~t ~ -..;,. - > Z LII t. ... - .. o M ~ . 11I11\ " !: 11\ Z ~= - Z ~.( Z CI 0 .( ~- ... I- ~ A. ,^O ... o 0.... Z Z .. .( .( ffi ... ... I- 11I.( . ~~ d~ :!! pl.( ~ O~ U ~U , . '. .. :::. .. I NES Comm.: 0348 I I Drawn By: B.J.V. I I Checked By: H.G. I j;" " .. 01/10/05 Descri tion PER CllY PER CllY '::. .. , .. IRI DESIGNIDEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS w C) <C (J) (J) <t D- C 0::: ~ C :z - ;: !:;: c3 ~ ~ CI) wO W C)....I <CLL. t.) (/,) .. (/,)::1: :z <C (.) Wo..<C C C~ ~ - <C~ CI) 3: ~ W C<C ~ ~~ W3:<c ... NW ..... 0-1 I- N (..) 40 Z <t -I 0- W I- - en w D.. <C (.) en c :z <t -I LANDSCAPE PLAN PREPARED BY CHUCK BUTLER BUTLER'S NURSERY, INC. 7011 75th. STREET N. PINELLAS PARK, FL 33781 17271544-0445 FAX17271541-5027 L 1.1 ^v ." ~... '" 'ii / ;/ , I I ) l.. :- ; / 1/ ) ) ) " n ) ) I ) , ... ) ,.. i " ) I " ! I ) ~ ) ) ) ) I " -- -~",."-_.~. , ' '. f - I. " ~ HABIT 4~ MANAGEMENT AND LANDSCAPING PERMITS. \~''. \,,: W 1. A HABitAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED FOR THE l;>EVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED. o. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN ORDER TO PROCESS THE PERMIT. b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN- THIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO . PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR , EROSION IS CREATED, THE AREA MUST BE RESTABILlZED WITH SUITABLE MATERIAL. c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEASED. TREE PROTECTION AND PRESERVATION. TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS: 1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN , ON THE CONSTRUCTION DRAWINGS. 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE. IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS, WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND 2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED. . LANDSCAPING , 1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE MONOTONY OF UNBROKEN EXPANSES OF PA~NG. TREES MUST NOT BE PLANTED WITHIN MAINTENANCE EASEMENTS. 2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE , PRACTICAL USE OF TURF. 3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- MENT BY',:WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER, WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE MATERIAU SHOULD REMAIN AS GREENSPACE. 4. LARGE. TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY IMPAIR NATURAL GROWTH. 5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE- MENTs OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA. 6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL STRUCTURE, AND SEASONAL HIGH WATER TABLE. 7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BElTER. 8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2" CALIPER AT TIME OF PLANTING. 9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING, PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF 3' IN HEIGHT. , 10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5' WIDE. IRRIGATION NOTES 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST- RBuToN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON- STRATED THAT THESE SOURCES ARE NOT AVAILABLE. 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP- PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY LOW NEED AREAS. 3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB. 4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI- GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTIONS. 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. ~ ~ ~,_. _._. -.-.......~~,- -'"---- ~ ~ IRRIGA TION NOTES rCONTINUED) THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI- GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA. THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 UF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD CO. OR APPROVED EQUAL. THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/ ENGINEER. ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY. ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMENT OF EN~RONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF BUILDINGS. XERISCAPING 1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS WITHIN PROPOSED LANDSCAPE PLANTER BEDS. 2. DROUGHT AND COLD TOLERANT PLANT MATERIAL. 3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION WATERING SYSTEMS. 4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES- SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING. 5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS- CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL CONDITIONS WARRANT THESE AMENDMENTS). 6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN. 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT IRRIGATION. 8. LOW-MAINTENANCE DESIGN. TREE & SHRUB PLANTING DETAILS 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC- CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING SEA'SON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS TO PREVENT CAMBIAL DAMAGE. 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE (NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL. 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL. 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED SUITABLE FOR PLANT MATERIAL INSTALLATION. ~. ~ '--r , I f i I I I , ;: ! -~.- ~ -- --- ._--"_. -..--"--'->.---, 1J~~~ ~ ~~~(UJ~ (P)[L~~1J~~@] [Q)~1J ~~[L~ 3- Minimum Mulch 3" Soil Saucer I " i. Remove Container From Rootboll Planting Soil Mixture Existing Soil SHRUB PLANTING DETAIL N.T.S. .' CROWN SPRfAD !i: CI G1 x ~ ~ CONCRETE CURBING ASPHAlT PAVEMENT ./'" ROAD BASE ~ NOTE: ALL TREE STAKES AND SUPPORT WIRES Will BE REMOVED AFTER 1 COMPLETE GROWING SEASON. Remove Dead and Injured Twigs, Trim No leaders, Retain Nalural Shope. 3/4- - 2 Ply Reinforced Rubber or Plastic Hose White Surveyor's Tagging Tape, 6- length 3 - 12 Guage Galvanized Wires Spaced 120 Around Tree and Set At A 45.Angle With 3- /I 68 Duckbill Anchors Or Equal Mound To Fonn Saucer 3- Minimum Mulch layer Remove Burlap From Around Top Of Ball Planting Soil Mixture TREE ST AKING & PLANTING DETAIL ADJACENT TO OR WITHIN V.U.A. N.T.S. NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPlETE GROWING SEASON. : i ' ~ ' , For Cobbage Palm Installation: Trim All Fronds at Time of Digging and Planting For Washl"9ton Palm Installation: Leave insloe row af fronds Tie up with biodegradable twine .... r. Dl .. X ~ c 2 l- I.. o tI o 1 : w.. .~.~...- .... ,oo :... \;' ; " ,!' CROWN SPRfAD For Cabbage Palms: All Trunks to be Smooth and All Bum Marial Brushed Away For Washlngtan Palms: Leave all boots on trunk 2 Layere Burtap Pad at Support Contact - No Nalla In tree Wood !i: CI G1 x Wire Tie ~ ~ 2- x 4- Brace (Yellow Pine) Space Three at 120" Typical Remove after one growing 8eason. 2- x 4' stake (Yellow Pine) Three Feet Long Remove after one growing 8ea80n. Saucer Rim flnlsh Grade 3- Minimum Mulch RootballL 18- Minimum Radius rrom Trunk Washed-In and Tamped " Planting Sail Mixture Existing son .,'. Provide a minimum 5'x10' unobstructed planting area P ALM STAKING & PLANTING DET AL N.T.S. Barriers Placed at Protective Radius . . 2/3rd's drlpllne for hardwoods IS.mlnl full drlpllne for pines 16'mlnl NOTE: ALL TREE STAKES AND SUPPORT WIRES Will BE REMOVED AFTER 1 COMPLETE GROWING SEASON. Mound To Fonn Saucer 3- Minimum Mulch Layer Remove Burlap From Around Top Of Ball Planting Soil Mixture TREE STAKING & PLANTING DETAIL N.T.S. 1J~~~ ~~~~~CG~[Q)~ [Q)~1J ~~[L~ . TREE BARRICADE DETAIL N.T.S. " " Full Dripline WOOD FENCE U~ z ~~ 0 00 - l- cov ~ . . ~'" l- ~Z ~ ~- -a- 0 ~ ::: -A. .. A. to-\A '^ MQ ::: Z eZ .. ~ ..- ~ )(~ I_tii l- ~@) u. . e>X ~v en- ... COW ~ ""I- .'^ l- MW Z ~Z W ~.. ~ -- .=- I"-~ Z ~~ 0 - . ~ W - > ".,tS:J z CO W 0 e> . M . 11\ III ~ " 01"- Z ~= - O~ ::: Z a z ~Q .. ~ ~- ::: ... w~ .. A. xO 0 v'" ..au. Z W .. eA~ ~ X~ ... l-~ . :)~ ~~ ~~ o~ MV .. I NES Comm.: 0348 I I Drawn By: B.J. v. I I Checked By: H.G. I .. 01/08/03 .. Descri tion PER CITY PER CITY , .. / / LANDSCAPE PLAN PREPARED BY CHUCK BUTLER BUTLER'S NURSERY, INC. 7011 75th. STREET N. PINELLAS PARK, FL 33781 17271544-0445 FAX17271541-5027 .. 181 DESIGNIDEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS , .:. .. CI) -I - <C I- w C C :z <C CI) :z o - ~ U - u.. - U w a... CI) w a... <C (.) CI) c :z S Remove Dead and Injured Twigs, Trim No Leaders, Retain Nalural Shope. 3/4- - 2 Ply Reinforced Rubber or Plastic Hose .r-- White Surveyor's Tagging / Tape, 6 length 3 - 12 Guage Galvanized Wires Spaced 120 Around Tree an~ Set At A 45.Angle With 3- , 68 Duckbill Anchors Or Equal Remove after one growing season. 0 'J .... Ci. t.u ~ 0,) (J'),~ ~ \.~...... ~ We."( ~ -~ ~cx: c::J Ln w< (/)w ~ - -' ...." - '-I l " . I . ! -.'') I 1- ~-:;-, ".... ~~:.....__... w C) <C CI) CI) <C a... C tt: ~ C Z - 3: ~ <c 0 - 0:: CI) wO C)-I W <cu. U (/,) .. (/,):::1: :z <Ct.) W o..<C OW C o::~ - ~~ CI) W ~~ tt: -0:: W 3:<c NW :t: 0-1 I- Nt.) ," .. .. , " 1 . i= .. .. L 1.2 "'-.-------- __ 'JJ.~ -"2-"-"--"'---"1 - , I y I 1 ---r' '..........- , . I ..- ..- ~ VILLAGE ------- SUBMERGED LANDS PHASE IV I ON ISLAND ESTATES I I . . ..- ..- ------- "- "- ( ..- ..- ------- ~ ( J ..- ..- ~ ------- "- "- x w (() ..- (1) STORY C.B.S. ..- ------- ~ ..- ---- .---- o 0 o R=70.00' A=78,96' CH1),=74, '(D) 74,57'(C CB=NS o42'22"E(D) CB=8 5'44"ECC) t "- o "- SANITARY MANHOLE RIM EL = 5.46 o o . . I I o BOAT SLIPS AND BOARDWALK TO BE PERMIHED UNDER SEPARATE DOCK SUBMllTAL o ~ o " o o "- "- o o 0 o o SANITARY MA RIM EL. = o 1.3' CONC. S ALL !=170.00' .A=898.64' =162.S7'CD) 162.84'CM) :B=S7StS7'34'ECD) CB=S7StU'19'ECC) .. :3 :=. '" <0 (J\ ..-t . ... X ...0 w (Y) <> (:) "-T 3J-.P. -- REt\1AINDER OF LOT 9 -- -- EX. TERRAJ:, COTTA PIPE ~t -- ---------- ------ ----- ...-- ----------------- - -- -- -oj ---- ..... -- ---- 19,91'CM) 20,00'( S40<>36'19"v/(D) S40<>37'19"v/CM) -- -- " ------ " ----- ----- ----- ------ SANITARY MAl RIM EL. = 4.: INV.EL.= 0.3( INV.EL.= 0.5< INV.EL= 0.1< 8"PVC - - - . , I ----~- ----- --~--------------- E . 16 F.M. -- ") -- u a.. '-..... , '. ',. '\ --- ::( "'" .... ::> o J -" I \ 8"PVC - - - .... -' - - - - -'- --..- - - - - - - - -'- - _.- - - -~- - -,- -,- ~-.. - - -'-- - - - - - -----. -' - - - - - - J ::> ~ LOT 8 ::> ............ CURVE DA T A R=50,OO' A=82,03' CHD.=73.14'CD) 73.15'CC) C B=N59<>31'26" \N(D) CB=N59<>31'41"v/CM) --------~~. ---------------------------------------------------------------------~;-------~------------------4-----------------. ............. - - - _. - - - - - - - - - - - - - - - - - - - - - -L - - - - - - ..- E~ 5:.:.-.w.- - - _. - - - --.;;k-- - - - - - - ,- --"0 0 EX. 6 W. " (6-----------.---.-...-.-.-...-...-.-.--.._..._...__.____'__"_____ WINDWARD PASSAGE EX. 2" GAS . 60' RIGHT-OF-WAY 26' ASPHALT PAVEMENT 2' CONC. GUTTER .J !) ") SANITARY MANHOLE RIM EL = 5.48 , INV.EL= 1.87 NW , NV.EL= 1. 73 E , , , , , , :ro n 1) ) ~ L @ CURVE DATA R=50,OO' A=32.18' CHD,=31.62'CP8xM) C B=N30<>5 7'35" \JCP) C B=N30<>51'34"V/CC) @ ) ) ) ~ ) ) ) ~ ... , , , / Irrigation Heads Table ... ) NETAFIM DRIP IRRIGATION QUo.ntity SYMbol Sprinkler Heo.ds 110 8 TDRD MPR Plus Spro.y 10 foot 12 tro.Jectory 180 28 E9 TDRD MPR Plus Spro.y 10 foot 12 tro.Jectory 360 ." 0 1J l- e. liJ ~ Ocr ww a.n w.... ~ C) C.) <1l ~ -:~'" ~c; I:=J a.n w~ IlJlJl v>W .- -' ......<..^... @ :z :.? ::::> We ~ :;! , ~ n.> 0.... '-'u ,.u [~~_._~~ ,,> ,I....j ".:) ----_..--......,.,~--,....,,- 20 40 o 10 UJ .... 1_\1} fA. -~ III a EB #5936 z ~t 2 ~o I- co v ~ J>>u I- ~x c= ~- o -f A. .... '^ '^ '" 0 z ex ~ ..- c= xt I- ~@) .... . ~:r: ~v ..I co W ~ '" l- I- .'^ .... M W Z ~x W ~.. t -- x .... ~ o S~ c= W - > z W 0 M ~ .. . WIA CIA " :;).... z '^= - z ..:~ z Hto ~ ce- ..I ... ce A. '^O -I Q QUo Z X .. ~m j -I'" w~ . ~~ ..Ice ::! v~ > "'w _ 0... v ~v .. ;:;. I NES Comm.: 0348 I I Drawn By: B.J.V. I I Checked By: H.G. I . - .. ::. 01/10/05 Descri tion PER C/lY PER CllY .-'1 . " -' /~'/'/ .4 - ~ DESIGNIDEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS w C) <C (/) (/) <C D- C 0:: ~ C :z - ~ I- <( 0 <C - 0::: CI) wO C)-I W <(..... U (I) .. (I):C :z <(U '.W 0.<( OW C 0::: CO - ~~ CI) w C<r: 0:: ~~ w 3:<( NW :r: 0-1 I- NU = Z <C -I D- w I- - en z o - I- <C C) - 0:: 0::: - LANDSCAPE PLAN PREPARED BY CHUCK BUTLER BUTLER'S NURSERY, INC. 7011 75th. STREET N. PINELLAS PARK, FL 33781 17271544-0445 FAX17271541-5027 , IR1. i ."_..-~",...... -:-' ,----- _...............J ,," J,: SPUr8Y8TEM AftCOtD"f1C)taQ 8aEDULE AIR ... ..-. t:I: lJNIT MARK HEA lER/SUPP .HTR SUPPLY FAN POWER VOLTS DISCONNECT KW/STEP VOlTS/IS HP VOLTS/IS MCA MOCP /~ S1ZE/TYPE AHU-A1 5/1 208/1 3/4 208/1 41.5 45 208/1 8OA/2P /HEMA 1 HP-A1 31.0 45 208/1 eOA/2P /NEMA 3R AHU-A2 5/1 208/1 1/2 208/1 41.5 4S 208/1 &OA/2P /NEMA 1 HP-A2 23.4 35 208/1 80A/2P /NEMA 3R AHU-S1 5/1 208/1 'J/4 208/1 48.5 50 208/1 eoA/2P/NEMA 1 HP-B1 23.4 35 208/1 $OA/2P /NEMA 3R AHU-B2 5/1 208/1 1/3 208/1 39.2 40 208/1 &OA/2P /NEMA 1 HP-B2 22 30 208/1 3OA/2P /NEMA 3ft AHU-Ct 5/1 208/1 3/4 208/1 48.5 50 208/t eoA/2P /NEMA 1 HP-Ct 23.4 35 208/1 eOA/2P /NEMA 3R AHU-C2 5/1 208/1 1/3 208/1 39.2 40 208/1 &OA/2P /NEMA 1 HP-C2 22 30 208/1 3OA/2P /NEWA 3ft AHU-O 5/1 208/1 J/4 208/1 t52 eo 208/1 6OA/2P/NEMA 1 HP-o 41.5 80 208/1 BOA/2P /NEMA 3R AHU-E 5/1 208/1 3/4 208/1 52 80 208/1 8OA/2P /NEMA 1 HP-E 31 45 208/1 BOA/2P /NEMA 3R ~HU-F1A 5/1 208/1 J/4 208/1 52 eo 208/1 8OA/2P /NEMA 1 HP-F1A 31 45 208/1 SOA/2P /NEMA 3R ~HU-F18 5/1 208/1 3/4 208/1 41.5 45 208/1 8OA/2P/NEMA 1 HP-J:'u:a :,. 4S 208/1 80A/2P ~u 3ft ~U-F2A 5/1 208/1 3/4 208/1 39.2 40 208/1 6OA/2P /MEMA 1 HP-F2A 23.4 35 208/1 BOA/2P /NEMA 3R ,HU-F2B 5/1 208/1 3/4 208/1 48.5 50 208/1 &OA/2P /NEMA 1 HP-F2B 30.1 50 208/1 80A/2P /NEMA 3ft ~HU-C1A 5/1 208/1 3/4 208/1 48.t5 50 208/1 6OA/2P/NEMA 1 HP-G1A 22.3 35 208/1 80A/2P /NEMA 3ft ~HU-C1B 5/1 208/1 3/4 208/1 39.2 40 208/1 8OA/2P/NEMA 1 HP-G18 23.4 35 208/1 80A/2P /NEMA 3R ~U-02A 5/1 208/t 3/4 208/1 48.5 50 208/1 6OA/2P /NEMA 1 HP-G2A 30.1 so 208/1 60A/2P /NEMA 3R 'HU-G28 5/1 208/1 3/. 208/1 39.2 40 208/1 6OA/2P/NEMA 1 HP-G28 23.4 35 208/1 60A/2P /NEMA 3R AHU-H1 5/1 208/1 3/4 208/1 50.3 60 208/1 8OA/2P /HEMA 1 HP-H1 31 45 208/1 60A/2P /NEMA 3R AHU-H2 5/1 208/1 3/4 208/1 4'.t5 45 208/1 8OA/2P /NEMA 1 HP-H2 31 45 208/1 60Af2P /NEMA 3R AHU-COM 5/1 208/1 1/3 208/1 48.5 50 208/1 6OA/2P /NEMA 1 HP-CM 2J.4 35 208/1 60A/2P /NEMA 3R AHU-E 10/2 208/3 2 208/3 46 50 208/3 &OA/3P /HEMA 1 CU-E 56 70 208/3 100A/3P /NEW. 3R AHU-W 10/2 208/3 2 208/3 46 50 208/3 6OA/3P /NEMA 1 cu-w M 70 208/3 ~ 00A./3P /NtMA 3R AHu-a - 208/1 FRAC. 208/1 15 20 208/1 JOA/2P /NEMA 1 CU-EL 15 20 208/1 3OA/2P /NEMA 3R L ~ MARK POWER uOCP 20 PT~C-1 DISCONNECTS FOR AIR CONDIT1ONINGMACHINES SHALL BE F\JRNISHED BY THE ELECTRICAL CONTRACTOR. ~~ Keyplan _IBHIINICW. fIUM RIft IMOI'~"IIOR MClH AIIJ Nt) foPlWOR 10 ftOUIIHN NO N>>oMr Ita ....... wnw IHOlIIIN 1lOR~ ... PfIMlE ". Q.OCK ~D.W. tA/I'=r- - I8:lIWlICW. PLMI ~ IMOT PflllmIOIW" ... fIlCH MI_ .. PRClft 10 ROUtIHo4II MD MIUIr ,. lBUIIm UN1a.... ~... - ~JIIIJM fOft IMOTNDfIOllOft"_ fIClI IIACH AlII Nt).. PIIClR 10 ftOUlItHN Nf)MIUIr ,. ___ \N'NIHOWN flOA~", ......, PRCMIlE ~ ~ W1,~ ~~,...~ V. Va...Z...lf I QCIIl..BQQM fIN. AIR \Q.TMI CKnt WIllI JiHME ~ 'ME A_ ....,. 41 . LOAD C8fI'M . _ t ... .. :.r . . 7 . ., t 10 'iIIr' . .w::E 11 IftIIICE · .w:a . wa 17...' It . It 12 .. , . .. 12 .. ,. .. 12 .. f .. 27.*. .~ lit "to fI'. . . .. .......TIiR .... .. r.. . .. It . .. t . MNM. CIa.. A&L~ 1IlII\l" IaIOCMI Oft..... ROClMI ..., EMe IWJLT 1WE . .. 11 . , .. . 11 .. 1 .. . 11 .. 1 .. 11 .. , 12 11 .. 1 ,.12., . . 11 .. 1 .. . 11 . 1 . .. 11 .. 1 .. . 11 . 1 .. II 11 . 1 .. ... .. 1 . . . .. 1 . 10111 W'" . . 11 .. , .. .. f .. .w:a IMI:a M) ....'N.L IilCII.IR8W <:AIr..... JlOA--, ~ .,~~ 10 NO NINIf AU. . III.... J. ML, MM)R...., aMVIEAWMlIIM I 00NlUC'I0M IN UfiIft IHALL IE (XlIIIIIR . ., It . a I 7 . ., a · iftl'T . . W 2 11 .. AIRIWG.IR -- . . . W a .r~ 17.'" .. -..., .. at..., III ...., lID .. . .. 1 .. 17 11 .. 2 . It . . 2 .. . ao 1m. .. .'I'M HfA'IIR .... .. r. . .. I . ... a .. .... ft.. 41 ~ Nln, II' =m: NIt .....AL ~ JIW&t WI1. E-..orm. TVPlCAL ill (]] mE UW>> CINIWt MIL 'PP'IIIIIUM 10 PN8. "A~ ..... ecaDIU flOR 41.... ~,....... W( .. 11 .. 1 . 11 W . 11 . 10 11 . 11 . . 1 ,. 11 W . . .. 1 . 11 * III . W , . . .. 1 It 11 .. 1 . 12 .. , . 12 . ao 11 . . . . 1 .1 ~ IMCE .Aa! - ~ ...u.. NO...... a8ltw.l:W. JlOA AIR HNII.INQ ~ AM) HEAT 'IIUY' UiII11L _.. NOM) ",MOVE 1CfIDU... J~ _.d1Df. V8fIWf N.LClRClUn WITH amwt~ .... fIIIOfl1O ftDUII+4N NID IDNIf Ita MClUIND IIOR M:H UIIT..... .... AU.1lClUI1II8iIT c;ur HEnlIIOR IWm. CMN, COCIIaf4~~ == NtD/IONIK N.L..... M MClUlJIB) I ALL MAJOR AiEDMI ~v . ALUMlNlJM. I ~ IN UNIT1..w.L IE COPflER .. - 8 A A A A A B NOTE III []] II] '513f41D, 1 f8 E.Q. 2 ~ COtOJIT ~ fEEDER 200' OR u:se. UNITS 'A~ 'If, ~ '0'. E'; ~ (";16 31250. 1 f2 E4 r COftI)UIT ~ fEEDER 200' OR t..E8t. UNITS ~~ '8', 0', t1, ~. " f713185O. 118 Ea ~ COtf)UfT L!..J 'P AND G' UNITS ROOF ~~~~ ~1 ~ ~~~ ~~ ~ III lIJ TYPI~ SIXTH FLOOR ~ ~ ~ ~ ~~ h ;~ ~ I ~ oj 7 ~~~~ 1 ~ ~lt ~~ ~ ~~~ ~~ ~~ ~~~ ~~ ~t ~r ~J ~~ '~ 7 FIFTH R.OOR ~~~~ ~1 ~.. ~~~~~ ~ ~ II-- 8PD IN8IDE I'ANEL8OAfI) fl'VPlOAL) ~r ~ { { ~ ~ ~~ ~ ~ {J 7 00 [!] TYPIC.tL ~ FOURrH R.OOA ~~~~ ~~~~~~~ 7 ~ ~ ;~ ~~ {~ ~ ,~ ; 1 ;1; [!] ill TYPICJ(. lHlFI> FLOOR ~~l:J~ {. ;~ ~i ,"' ~~ ~1 ~ ~~~~ ~~ {eo { H' ; [!] []] TYPIOAl. I ~ METER CEN"1m I METER CEN1IR '8' I "A' .. 8ECON) FLOOR 80/8 DISOONNrCT FUSED AT 80 AMPS ~PUM' 0 21ft AT 20M liP. -- '- ~ _ D1a:oN1ECr ~AT"_ l!I 8OOS11iiA SET DUEL 7. 1ft AT ., --..". 1 I If4IO, 1 18 EQ. loW 'CClNJUIT (t1I ~T't') I ~5M _IS -.- fI :::' MM'TRIP MAIN NO. 2) .1 ~ea w,. ... 1-12 'OClNDUIT u Ctl5M1W::1TV) I'U ~ ~~ b&1M"'J CONTIW:TOR'.wJ. MAINTAIN .. CI.EARANCE IN AOIT OF AU. METER 1CllJIlItIENT, OOOADINATE WITH ALL 1RADE8 ~~1 ~ (8HIMr TRIP tMlN NO. ~ 1ImII_.... IIlfM'lCAlJ lEE ~ ~ ( l)~. ~CENniR ...NOII!!: e n n n n I~ ~ n ~ ~ 1f.'8 A if) A A _ (~) lOb .. f l_ ~ I~~~~~~ I ~~ L &THIF1> FlOOR SEO. AClOM wgr BeENOTEOJ..r ~...-- - -+~I18 4-. ~,,%_wrm 12IlII2GafIOI3 ~ '---I I TOloWNta\~UND4 ~ I .. 'CCNlUIT l.!J L___.-J ~: OW AMPAOIT't') 1 i CIr I I II/OAWG I I I _ t.CM. WALTON H. CHANCEY & ASSOCIATES ARCH:ITECTS P A C}ISl.Ll1NCi NCiINer:telNct __4- ROW INC.INreRNA110NAJ.. THE RESIDENCES AT 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA1785 5365 E Cfy Hwy I).A, Suite 108 Seagrove Beach, A. 32459 Phone 850-231-2057 Fox 850-231-3553 .. . till FlA., liUlflDJl. DWI.l cmrrMIPAMY.RlU:lII TM, n&"a3lai .. IDDIII lIE Is:M36 COil ~..... OHU WINDWARD PASSAGE .:IIDS..- "-"HI.... CCll'YIUGHIED ANOAltE SUB.lllCrTO COPYRIGHl' I'ROlECtION nAND .AIlCItIlICl\IRAI. WORK" llNDB! $EICI1ON 102 OFlHECOPYRIGHT .ocr, I7USO. ,o,sAMEHDEO 1:lliC&WBl, 1990 AND r:l'<<)WN ,o,s AItCHlTECIUItAL WORKS COPYRIGHTPROlECllON ACfOF 1990M fIllOIIC:nuNINCI.LIll!S IUr IS NOT UMI'IEl TO THE OIII!RALL FORM,o,s WEIL.o.s I-IE AIIRAHGIMIHr AND COMPOSII1ON OF SPACI$ ANO ELEMf:N1$ Ol' THE OESIGN. PROJECT NO. 03540 tttA OR 1ft . .. t.<<:M, t 4R- S' CONDUIT _ AMPAClM _ r TYPICN. OF FOl.ft C. ~... ""\ IA SIll r:-ra - 8-=- -:-NE MNN NN&61&..... 1 I L. fIUlW..-rat AT 'lQt 0# I!I.l\I. I M&) U =::Jlfi8Ul'.1IltV I = ~,TO lILIVAlOfl I _IV. L..-.-~==-MN/III""MI I L~"'-:aV WNlCIR IlMWIMI NS -- I ==:cr.:::tP...... .-J - --- lVPICAL 9F IfPUR C4 ~"mA8 GJq.IIItfB DE'l:AL: NOT 10 SCALE II. it ( iR .... S. II - NOTE ill IEFMCE ENTIWICE GAOUND. MI8 AWG IWlE 00. PUN TO fEAREln'-COlJ) WAlI!R PIP! IN D1N:CT CONTACT wntl lJ.E EARTH =tG~1 ~~AN>TOlJ.E ~ OF BUILD! WHEAE W!.V GROUNDED Nt) 8/IMl1 LENQ1H.~~~=se ~ GROUIClt TOGETHER WITH ,. AWQ =rJiY~1) _I"t,I!IlMJI'''~ I ~~ I .- _......~ 2IO/af2lO/8 NOTE II] 1IOOA..Ht~ A1AMNN CIRC., IR<fl PROVIIIE WGS ON utE liCE E'QUI"8I1': 8QUNlEoO EZM2t8OOCB IlK Ale) NOTE [!] a~~:~WlTH2DOAC8 MANUFAClUWR OONfJCF: I MI\ MIafAEL PAAKER ...-.ozu - NOTE 4 400 ,." ME1ER eM. 2 <WG UNT WITH aoOA (8 EQUlN!Nr: 8QUNE J) EZMS15225 awu:~ CONTACT: MIl ~ PNI<EA a-....om SB::OND R.OOR rzJ ( __......... ) r1J~ PO OON'I'RACTOR 8fW.L MAlNTAlN II' CI.EARANCE IN MONT OF ALL MElIR I!ECMPMENT. CiOOfIlINAlE WITH AU. 1lW8 _~DOM) (='\v~~. ON AU. ) (SPDI it PLAN NOTE 8PD: IBIOTEIIURQE PFlOTECTI~ Df.VICE EQUALIO R.T. ;~ ; ~ ~ #fl/O AWG . r.. ~ TOMAIf&T2 e C SHJNr TRIP MAIN NO. a) Fi5( I( () B Ie) S C' 1EEt<<>1E1Il ~l ~"l~. ~ .,~ }J. ..~~ ..r_..,,",_~~Uv' _~_ J r~~ ~ ~ ~.~ l_ 'l_ ) ~ ~ l )~ I ~n ri ~J ~ - ~ ~ ~ ~ ;Mi ~ ~ ~ I &Mff) Fl.DOR 19.EC. blM !A8T '- - - - ""'tJ+ - _~TI ~ [I]- NOlE ~ANV , , m (I'YPI(WJ lEE NOlE ~"- <tT b&1M"'J I I I I I ~~~ ~ ~ THlfO flOOR ELECTRICAL POWER RISER SCALE: NONE .--:t-) ",7'-'" ~-~' "... I,. "l...-:~' . "0 - "t J I PlAA..l..Ua::;~ It. '''':')~~.. 1 BPRC Submital: Date Plotted: May 18, 2005 Date Issued: . Revisions: &. Addendum #2 - Febuary 14,2005 4 8Jdg Dept Comments May 18.2005 03540 CONSTRUCTION DOCUMENTS 100% ELECTRICAL SYSTEM RISER E-700 / XREFS: ems mB MARK AHU-A1 HP-A1 AHU-A2 HP-A2 AHU-81 HP-81 AHU-82 HP-82 AHU-C1 HP-C1 AHU-C2 ~ HP-C2 AHU-D HP-D AHU-E HP-E U-F1 A P-F1A U-F18 P, .F18 U-F2A P-F2A U-F28 P-F28 U-G1 A P-G1A U-G18 P~G18 U.:G2A P":'G2A U-G28 HP-G28 AHU-H1 HP-H1 AHU-H2 HP-H2 AHU-COM HP-CM M~U-E .".\ -., CU-E AHU-W CU-W AHU-EL Clf.-EL 5/1 208/1 1/2 3/4 SUPPLY FAN HP VOLTS/p 3/4 208/1 208/1 208/1 208/1 208/1 208/1 208/1 208/1 208/1 208/1 208/1 208/1 208/1 208/1 208/1 208/1 208/1 208/1 208/1 208/3 208/3 208/1 MCA 41.5 31.0 41.5 23.4 48.5 23.4 39.2 22 48.5 23.4 39.2 22 52 41.5 52 31 52 31 41.5 .'lI1 39.2 23.4 48.5 30.1 48.5 22.3 39.2 23.4 48.5 30.1 39.2 23.4 50.3 31 41.5 31 48.5 23.4 46 56 46 5R 15 15 ,--1. ING UNIT POWER VOLTS MOCP / ~ 45 208/1 45 208/1 45 208/1 35 208/1 50 208/1 35 208/1 40 208/1 30 208/1 50 208/1 35 208/1 40 208/1 30 208/1 60 208/1 60 208/1 60 208/1 45 208/1 60 208/1 45 208/1 45 208/1 45 208/1 40 208/1 35 208/1 50 208/1 50 208/1 50 208/1 35 208/1 40 208/1 35 208/1 50 208/1 50 208/1 40 208/1 35 208/1 60 208/1 45 208/1 45 208/1 45 208/1 50 208/1 35 208/1 50 208/3 70 208/3 50 208/3 70 208/3 20 208/1 20 208/1 COMBINED SYSTEM AIR CONDf11ONINa SCHEDULE AIR HANDLER CON )ENSING UNIT MARK HEATER/SUPP. HTR SUPPLY FAN POWER VOLTS KW/STEP VOLTS/IS HP VOLTS/IS MCA MOCP /~ PTAC-1 - 208/1 FRAC. 208/1 15 20 208/1 gE .~~ ~~ Q)~ ~@ o 81~ ":-0 w~ /c o 0.. ., / J!!c~z. uO ,~u: 2Q) a.. ....., or.. -:":'0 Uo:: \ 5/1 208/1 5/1 208/1 1/3 5/1 208/1 3/4 5/1 208/1 1/3 5/1 208/1 3/4 5/1 208/1 3/4 5/1 208/1 3/4 5/1 208/1 3/4 5/1 208/1 3/4 5/1 208/1 3/4 5/1 208/1 3/4 5/1 208/1 3/4 5/1 208/1 3/4 5/1 208/1 3/4 5/1 208/1 3/4 5/1 208/1 3/4 5/1 208/1 1/3 10/2 208/3 2 10/2 208/3 2 208/1 FRAC. ~-r~~'- - lEE MECHANICAL I'I.Ne FaA !MeT f'RCm!ICTlON IlZE FOR EACH AHU AND HP PRIOR TO FlOUCI+lN NG AOJl.WT M REQUIRED. UNIT1 MMN FOR LNllIElIT IIZE AEVliW ALL EiCUlPMENT CUT IHEET8 Fa'l1W<<E, OVEN, COOK'Ia', HOCDlI, lJRIU,. t'IIWB\ WATER 1EA'TIiR PRIOR TO AOUCIH-IN NG ADJl>>T AI.L. MiAICIHI M RIlQUIRED lEE MECHANICAl.. I'I.Ne FOR EMCT PAOTB::TION IlZE Fa'l EACH AHU AND HP I'ftlOR TO FlOUCI+lN NG ADJU8T All REQUIRED. UNITS M)WN FOR LNlCBT' IlZE lEE MECHANICAL I'I.Ne FCR !MeT f'RCm!ICTION IlZE FOR EACH AHU AND HP PAlOR TO FlOUCI+lN NG ADJl>>T A8 REQUIRED. \JIIITS MMN FOR LNlCBT' 8IZE IHNT) AEVliW AI.L. eQUIPMENT CUT IHEET8 Fa'l1W<<E, OVEN, COCKTOP. HOODe, GIRIU,. t'IIWB\ WATER IEATER PRIOR TO ROUQH-IN NG AOJl.WT AI.L. IIAEAMERI M IBUIRED Keyplan I ~AL PAtt!L 'A~_ "'1 '0'1 VI 'E'I ,., I CCUt1. ROOM PNL Nft 'tQ..TAQE a<T8 WIRE PHASE MAl ~ T'i'PE A 2DO 1IlI/IDIAIOII 41 8 1 LOOlI FlJ8.I ~ EQUAL. LOAD CENTER CKr II<R ~ WIRE I = POLE AM'8 IEfMIG . 11 18 . 17 . . 21 . 28 . 15 . ~ r-- 10 . . ~ 2 SPLIT SYSTEM AIR CONOOlONING SCHEDULE AIR I-lAl\JnII='I:: HEATER/SUPP. HTR KW/STEP VOLTS/p 5/1 208/1 . I . ~ 2 7 1Jr 1 1Jr 1 1Jr 1 1Jr 1 1/'1' 2 81 I-- 10 II 81 -10 1/r 2 111 llf' 2 · 10 1/f' 2 r-- 41 eo AlA HANDLER (10. KWJ eo ifC,,,.rlT "ACE "ACE "ACE "ACE 20:': R!,~ 20 ::<.Jl1POllAL _ M1ta]WAVE .... C1I KWJ 20 ~v DA'I'ER III lID KWJ III WATER IEATER l4.5KW) O\'EN 20 (2.7 KW) 4D IWGE (72KWJ T alTIOAI Mn..1Ct!'r m:tlI.~ PAliEI..IOAlDIIN OONX)'I MUll' NOT EXCEED ar IN DS'1H IN wAiJ.s ANY IUBMITTAL INDlCATlIG lNlCI!A PANU WILL BE REJECTED. ocr II<R CKr OQN) No. ~RE INCH POLE AM'8 IEAVlfG 2 12 4 12 . 12 . 12 10 12 12 12 14 12 . 12 . 12 20 12 22 12 14 12 . 12 . 12 III 12 12 12 M 12 81 81 40 I-- 12 41 1/'1' 1/'1' 1/'1' 1/'1' 1/r 1/r 1/'1' 1/'1' 1/'1' llf' llf' 1/f' 1/f' llf' 1/'1' 1/f' 1/'1' N/A 2 20 flfIIr"'ATOA 20 mrw 1IlCEPT, III WlW 1IlCEPT. III M1Jr PI!CEPT, III I.. PI!CEPT. III ]i. IEEPT. III .. PI!CEPT. :11= :W= :,mtt: III r~," 2D~'- ml~!IG ~ 2D~ &PACE &PACE III IIPD AOJl.WT BREAI<EAI NG WIRlNCJ PER MElCHANlCAL lJCHEDU.E8 Fa'l AlR HAN:lU1G UNITI NG foEAT fUtII UNITS. lEE llZEII NOTED IN N!JiOVE PANS.8ONI) ICHI!DUI.E FOR ft!fBlENCE YEAIFY AI.L. CIRCUITS WllH MECHANICAL PLANII ....01'1 TO FlOUCI+lN NG AOJl.WT M REQUIRED Fa'l EACH UNIT IH)WN. I ALL MAJOR FEECEAB MAY BE ALUMINJM. I COftIJUCTOA8 IN UNITS 8HAL1. IE COPPER TYPICAL lNT pAM:I 'P AN) V PNI.. AM'8 'tQ..TAQE a<T8 WIRE PtWIE MAIN MOUNT MANu:ACl\JRER T'tPE A 8DO 12O/aDlWD/I 42 a 1 L.UGIII FlJ8.I &f EQW.. l.CW) CENTER CKr II<R :r WIRE ~ POLE AM'8 3 I 7 , " 11 1& 17 11 . 11 21 12 III 12 15 12 ~ >--10 .. 81 - 10 . 81 - 10 111 · 10 - 41 . ~ 2 8ERVl1G eo AlR HNoDJ:R (101 KW) eo r~T eo AlA HANDLER (101 KWI eo 00Nl UNIT euKW) m:,: 20 R~ 20 ft'~DIIPOlIAL _ MICROWAVE .... C1I KWJ 2D I ~AII.8 III = III WATER IEATER lUKWJ O\'EN m (2.7 KWJ 4D IWGE (72 KWJ T CRITICAl PW\.~ JlIDJI~ PAliEI.. IIOAADI IN OON)O'I MUlIT NOT E)lCEB) ar IN DS'1H INWAu.a ANY IUlNTTAL INDlCATlIG IAIUiA PN&.I WILL BE AIiJEC1iD. . 1/4' 2 T AI.L. CIRCUIT BI'I!AICER8 PAOTE!CTlNCl IEIRJOM8 01'1 IUEPtIG AOOM8 MUlIT IE /I#IC FAULT T'tPE . 1/4' 2 . 1/4' 2 vr 1 1/f'1 1Jr 1 1Jr 1 1Jr 1 1/'1' 2 1IZ' 2 vr 2 1/f' 2 ocr II<R CKr CON) No. WIRE INCH POLE AMP8 2 12 4 12 . 12 8 12 10 12 11 12 14 12 . 12 . 12 m 12 12 12 14 12 211 12 211 12 III 12 12 12 M 12 II II 40 I-- 12 42 llf' 1 1/r 1 1IZ' 1 11f' 1 vr 1 1/f' 1 1/'1' 1 vr 1 1/'1' 1 1/f' 1 1/f' 1 1/'1' 1 IN 1 1/f' 1 1/'1' 1 llf' 1 llf' 1 N/A 2 IlEAVlfG m nrJIr"ATOA 2D ~ PI!CEPT, 2D WI" 1IlCEPT. 2D WIW 1IlCEPT. 2D M. IEEPT. m At. PI!CEPT. m M1I'IEEPT. m M1I'IEE!'T, m R'Aa.EB :11= :g= III ~KWf'D m r~ m~ m ~~ &PACE .ACE III 8PD ADJU8T IIREN<EAI NG W1R1NCJ PER MElCHANlCAL ICl-EDU.E.I Fa'l AlR HAN:lU1G UNITI NG foEAT fUtII UNITS. lEE liB NOTED IN N!JiOVE PANEIJIOAAD ICHI!DUI.E Fa'l REFERENCe. va.JFY AI.L. CIRCUITS WIlH MEDWlCAl.. I'I.Ne PRIOR TO FlOUCI+lN NG ADJUIT All 1BU1fE) FOR EACH UNIT IH)WN. I ALL MAJOR FEECEAB MAY BE ALUMINUM. I CONJUCTOAB IN UNITS 8HAL1. IE COPPER - r-- JlT1 B A A A A A B H I - ....., :---0 ~ TYPICAL [I] /]] PANeL ,.,.. IIMIUAR TO PANeL 'A', ElOClPT ICHI!DUI.E FOR 41 &PACES PROVIDE IIAEAMERI M REQUIRED IIY POOl. CONT'AACTOA ~ 1~1 ~ 7 ~ ~~ 7 7 I~I {~ I~I 7 ~ ~ y ~ " ~ ~~il ~ ~~il 4~ ~~I ~ I:il ~~ I:il { 314/0, 1 f8 E4 ..1/2 ' CONCUIT (1~,1ACln? "/- u" 3Jl. 1 ~ E.G. "1- 1-112 ' CONDUIT {116 AMPACIn? r\1 {I! ~ i~ ~il i ~il ~il ~ ~~~~ JN1~\, Q JN1~\, Q ImlI ~~ sm J~ ~~ ~~ PAN~ UNIT"1A' Q l:~1 I~ Ie ~~ ~~ ~1 ~ f:~1 { PANEl.. UNIT 'A' Q Ie ~il e\1 ~ t\~ { ~~ ~il { PANEL UNIT 'A' Y PANEl.. UNIT 'A' Q IBm {~ Ie ~ ... .. METER CENTER '8' tETEA CENTER 'A' ~" rr~/ilI , " PANEL UNIT 'A' Q B {~ ~~ ~ JNW\, Q Imm {~ t'gl t " PANEL UNIT 'A' Q Ie ~ PANEL UNIT 'A' Q IBm ~F ~gl {~ JN~\, Q IIBm t~~ { PAN~I UNIT"1A' Q IIBm {F' ~~~, Q B r~ 1= t'gl {~ PANEL lAIIlT 'A' Q lam { t'g/ { PANEL lAIIlT 'A' Q Ie {~ PANEL lAIIlT '9' Q B ~~ ~il ~ t~il { ~I { ~I ~~ SOld DISCONNECT FUSED AT 30 AMPS JOCKEY PUMP n 2 HP AT 208/3 U -... SOlS DISCONNECT FU ED AT SO AMPS BOOSTER PUMP SET OUEL 75 HP AT 208/3 ~HALL MAINTAIN IN FRONT OF ER EOUII'tJENT, coo IE WITH AU. TRADES ~ PROVIDE ENGRAVED l..ABELS ON AU. ~ SHUNT "ffiIP PUSHBUTTONS '~ 1iDJ3 '.2s 13 [i~_mp~N~') ~ ~ j!!. ~~ r.\ o TO~NNo.8AND4 · l' CONlUIT ( SHlAIIT "ffiIP MAIN NO. ~ .. SEE NOIE[gJ [I] 160013 r= 8.T, SP I I I SEE "'1E(i]v L~rm__ Il5D MCM IS) FIVE RUNS OF - .oj 11f~IN 8-4' NDUITS ~O lid I ANY TRAN jt---; DIlr % W&IMS~DUITS 12O/101I/80/3 WALTON H. CHANCEY & ASSOCIATES ARCHITECTS P A C~N5UL1lNU II NcAINE:E:RINcA -T- ROUP INC, INfE:RNArlONAL_ 1860 Republica de Cuba Tampa. Florida 33605 Phone 813-248-9258 Fax 813-247-3507 AA 1785 5365 E Cty Hwy 3O-A. Suite 108 Seagrove Beach, FL 32459 Phone 850-231-2057 Fax 850-231-3553 ~~. ii \li,~ Fl.A. ilo~ FtWl~~ EMAIL. CEliITAlPlIBAY.RR.lDI TAlPII, rlDRJIIA 33618 EoC, M/M'HEJ PE .3llD09 CEliI CcIIvIIsslon NLriIe,., 04-911 It 2OC31H!SE PLANS ARE COPYRIGHTeD AND AIlE SUBJECT TO COPYRIGHT ~ROTECTION AS AND "ARCHIlECTURAl WORK" UNDEl! SECTION 102 OF 1HE COPYRIGHT ACT, /7USO, AS AMENDED DECEMSEIl. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYIlIGHT PROTECTION ACT OF 1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE ARRAMGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN, ~ I[iRICAL SERYI 21', 208V. 00 I.e. R UNITS CENTER _on ..u, PAN3.. UNIT 'H' Q IBm {~ ~il { ~I { ;. ROOF ~ W TYPICAL SIXTH FlOOR NOTE ~w0 f513(J4/O,116 E.G. 2 1~ CONDUIT ~ (FEEDER 200' OR LEss, UNITS 'A', '8', 'C', 0', 'E', ~ f6l~, 1 (i E.G. 3' CONOUIT ~ (FEEDER 200' OR LEss, UNITS 'A', '8', 'C', 0', 'E', 'F1 FIFTH FLOOR ~ 3Ii5Q,1 16 E.G. 3' CONJUIT L..!.J P AND 'G' UNITS SPO INSIDE PANELBOARO CTYPICAL) FOURTH FLOOR III 0 TYPICAL ~I {:- ~ ~ !~ SECOND FlOOR III 0 TYPICAL THIRD FLOOR III 0 TYPICAL HPA~,45,47 ~o-1'C. HPA-49.61liS 4411-1'0. ~IAI= I-IHI:lI TO MAIN No. 1, 2, a ANH 0 · l' caaJlT · 1 I 00 llftE RUNS OF 4 ~o MCM IN 3-3' CONDUITS 1 11/0 E. G. (786 AWACIlY) r:rY'lU LEVEL ~e!$:.id~llt:'t. ,. . ~\$t .t: ~ ~ ',.. ~,.',.'.~.,)A, ,,/,."',...~~-" ,', ' ~','t""::.'. .;;"^",....",,'.'.-.1 l.-......~~./ , - '" * . _ _ - -'. _ - '.. - _,: ..-. .... ... (.w(...:~,......j ...._ ~ _ ._._ .. :.:,: .,* .~',At'U~'<.e.?t<~ '. ""'J&1p<f! PROJECT NO. 03540 r \/EItFY EMCT WIN: flEClJlfBoENTlI I WITH \'ENXlft DftAWlIDl N6) ADJUlIT ,. ImJIl&)-lYPICAL BaTH B.EVATORI HPA-74,7678 HPA~B2a4 250/3 25D/3 PANEL '!-PA' HO~ PAN 800 M.cB. 8.T. C SHUNT "ffiIP MAIN NO,4 ) EI I'D HPA Oft HPB 3 ~ MOM. 112 E.G. 3' CONDUIT r- AMPACITY) u,_ TYPICAL OF FOlA'l (4) B.EV. ElQUIP. 1IDt r:-ca -- B 114' ,. TO FIN: ALARM !-EAT CETECT<lAIl 1 I L. on FLOW IWlTa-1 AT TOP OF B.EV, lIWT Nf) EU:V. BlUIP, ROOM I ~ ~ - !aNt) 400IS ~ TO B.EVATOR I 11I& AF. ~~:.:r"""" NIl' FUIE CONllWmlFIIHALL ADJUlIT WIN: Nf) OONDUIT .ZF, INCWlINB DlllCOIiIECT L NID CIRCUIT HAICER WIEN ACTUAL \'ENXlft IlRAWlI'GI NE FEVIEWED DEllI.. 18 BAIlED eN lIll .. MAlUMUM PER PIlDPOlED \'ENXlft I I ~ lYPlCAL OF FOUR (4) B..EVATORS GROlJ'D8 DET AL: NOT TO SCAlE _AJU..mlllollllJi -~_AU. 10"'_ PlPIMa AT_ ~_1OIEnIII -. TMUi - WI1H AJU.IIZIi lloIIIIJi IF_ IF ...1III-.:s 10 TlWiI ONE _ II un..am ~:~~ ~/I /:-~WI1H ~~ ~ ~v ~~~.. _ CXlIICT1llIIl1O IETAWC ...-- AJU. _llAIUE II 'F~ofIIlllllIIW<<:.. __WlTHTAIU_ WI1H ~ '" 10 --1ITlI.CI'IIW.1l&L i-'./ --1ITlI.CI'IIW.1l&L F CXlINIlTION II _IN ..... / it ~~ ~ ~ =:"...111I PI_ "~)\. -.......:. v IlIUIINI.__ ~ _Al_F -_c MY ~ILE - I......TIClN ~ CXlINIlTION AT AN_ II _lNofIIlllllIIW<<: UlOATIClN CI'IPlON._ WItH ..... --.s ~11 I'IIMIIE ClRlIlIII) WIllIE 10 CllNTl_ .xl _ AT PIU. \ CllIICRiIS_1UClllllIIi _1O~PI~ ~ ~~__ ~1ICLA1&I_ cmtII / ' ~NGAU._'llI.V -~--'llI'I ~ r.:=- AI"'_. /' ............ ~ -- ---./'tJ ~ Il&LClRlIlIII) _IMTAWII IN __ WI1H -...a llCNIICT ClRlIlIII) 10 CllLVI'IIMIIEIF_,. ___~ fIEIl-,- ,. fIEIl..... SECOND FlOOR CONTRACTOR SHALL MAINTAIN 38' ClEAAANCE IN FRONT OF AU. METER EQUIPMENT, COORDINATE WITH ALL TRADES UPROVIDE SIGNAGE ON ELECTRICAl.. ROOM OOOR:J ~~l~WsJ~ ( PROVIDE ENGRAVED LABELS ON ALL ) EHJNT TRIP PUSHBUTTONS NOTE OJ SERVICE ENTRANCE GROUND. I4ID AWG BARE CU, RUN TO NEAREST COLi> WATER PIPE IN DIIB:T CONTACT WITH TH: EARTH FOR 10 FEET CiDSM.I OR MORE, AND TO THE METAL FRAM:: OF THE BUILDING, WHERE EFFECTIVELY GROlAIIDED AND'" 3/4"M20' lENGTH. COPPEFtWElD Gfl)lJN) FtODS (TRIAD CONFIG. 10'-0' sPACING). BoND BOlH SERVICE ENTRANCE GAOlJt.I)S TOGETHER WITH Il5D AWG BARE CU CONDUCTOR (SEE DETAIL THIS SHEET) NOTE [gJ 1800A, 31", 208V. 86,D00 AI.e, MAIN CIAO. BFt<R. PROVIDE HI~SS LUGS ON UNE SIDE EQUIPMENT: BQUAAE~ EZM216DOCB (86K Ale) NOTE W 226 AWP METER CAN, 6 GANG UNIT WITH 200A CB EOUI PMENT: SQUARE D EZM316226 MANJFACTURER CONTACT: ~ MICHAEL PAFt<ER 81l1-286-O227 NOTE m 400 AW METER CAN. 2 GANG UNIT WITH 30011. CB EOUII'tJENT: SQUARE l> EZM316226 MANJFACTlIRER CONTACT: ~ MICHAEL PARKER 81S-28lH1227 I SPO I sQ PLAN NOTE sPD: DENOTES SURGE PROTECTIVE DEVICE EQUAL TO AP.T, r:o. TO MAIN No. 1 AND 2 ,:.L, .. 1- CONJUIT l.!J (SHUNT TRIP MAIN NO. ~ ~~ @] (TYPICAL) SEE NOTE ...N01E[1] ~~ ~ ~ ~ ~ ~ ~ ~ .~~ ~~i 6BBB~6Bmf 18~88888 I fi/OAWG F S~ -.so MCM ~ i1Ir~IT ~~~ ~J I I fi/OAWG I I I 4-. - a;NTRI 'II' lIaI f41lTYPlCALJ SEE r.JnTI:J3l 12f]l2OlIMIIl3 L.:!J ,- '~ QQQ ~~~~~QQ ~~ ~~~~88 I \ .............. In..h..... f FIVE f\JNS OF '--- - - - --,.-,..-...,.....-pr- -- T~F~~~;JITS vOJ SEE NOTE ~FHR 'tJ ~~~SrW 4 f250 ~~~ER old '--fHHt1l 1201208160/3 THIRD FLOOR ELEo-\HlCAL POWER RISER SCALE : NON ,," "7 "4;"" c \~lli r y~,:"! .,' . , , ';'#~\~:;\1;:~ ^ \': .Jt_t.... ',;'R'.',,[,:.i/-' .r>.\'......, " BPRC Submital: "- Date Plotted: Janu~ 10, 2005 Date Issued: Revisions: D IE 00 IE U 117 m fii1 U ./AN J J 2005 ~i O~~~.~~~\~EPT - ~ \ \03540 CONSTRUC~)N DOCUMENTS ~ IllO% /' ELECTRI ~ L SYS~ RISE" ./ ..... Ii- 'I(:, O\h\ ~ " I1rE CLUB ~ C ~D~ ------~_.~ ~-_.~ II I I i I I I I I SECURI TY SYSTEM HEAD (FUTURE INSTALLTION) ELECTRICAL CONTRACTOR SHALL PROVIDE 3/4" CONDUIT TO ELECTRICAL ROOM WEST ................ nn_.__............._ , .. ...............-........:..:.......... .-- ~ .4 ~_ ___....u/....... . ... o a: 4: " g > ~ W I- o o CONTRACTOR SHALL PROVIDE 1/4. SCALED PLANS OF THIS ROOM PRIOR TO ROUGH-IN WITH EXACT EQUIPMENT SHOWN MEETING CLEARANCE REQU I REMENTS OF NEC I I. 0" ,_i .c, 2ND FLOOR - MECHANICAL 3RD FLOOR - ELECTRICAL 4TH FLOOR - STORAGE 5TH FLOOR - STORAGE 6TH FLOOR - ELEVATOR EQUIPMENT ROOM ~ a: w I- Z W () a: w I- W ~ I. I I I :,.\ " 9 n~ ST. PB'S : : : i :. HPA SEC. I HPA SEC. II 00 00 ,) 00 I ! crr " '[]JHOUSE METER (~HTIING. CONTACTOR~ AND TII ME CLOCK SEE E-850 FOR MORE MORE IFORMATION /j C...n. _u.. .......nn.,. ._.',... n"_ __.. .. ..., ,...............".".".................~........."."... .....",,,,,.......,,,,..,,...... il . . 2ND FLOOR - MECHANICAL 3RD FLOOR - ELECTRICAL 4TH FLOOR - STORAGE 5TH FLOOR - STORAGE 6TH FLOOR - ELEVATOR EQUIPMENT ROOM ~KEY PUMP SEE RISER SHEET E-700 FOR WIRING / CIRCUITING INFORMATION l FIRE PUMP o MAIN ELECTRICAL ROOM THIRD FLOOR EAST SCALE: 1/4.-0. MECHANICAL ROOM SECOND FLOOR EAST SCALE : 1/4.-0" :1 I , I I I I . I H I I SECURITY SYSTEM HEAD (FUTURE INSTALLTION) ELECTRICAL CONTRACTOR SHALL INSTALL 3/4" CONDUIT TO TV BOARD " nn.. .r .nm~::T . ...~. LD,~L- HOUSE~ ," METER 225' J /.~ 'l :: " S.T. HPB SEC. I .\ : ' [n . a: w I- Z W o a: w I- W ~ :. -," HPB SEC. II r:::::::::uu..-....._......: . - n..,j.. .. FA/JB ." :: , , CONTRACTOR SHALL PROVI DE 1/4. SCALED PLANS OF THIS ROOM PRIOR TO ROUGH-IN WITH EXACT EQUIPMENT SHOWN MEETING CLEARANCE REQUI REMENTS OF NEC 00 ., 00 . 00 ~ 8E' .. L1~HTIN~ CONTACTO~ INTERLOCK WITH TIMECLOCK IN EAST ELECTRICAL ROOM SEE E-850 FOR MORE MORE IFORMATION TELrrV BOARD 2ND FLOOR - MECHANICAL 3RD FLOOR - ELECTRICAL 4TH FLOOR - STORAGE 5TH FLOOR - STORAGE 6TH FLOOR - ELEVATOR EQUIPMENT ROOM 2ND FLOOR - MECHANICAL JRD FLOOR - ELECTRICAL 4TH FLOOR - STORAGE 5TH FLOOR - STORAGE 6TH FLOOR - ELEVATOR EQUIPMENT ROOM MAIN ELECTRICAL ROOM THRD FLOOR WEST SCALE : 1/4.-0. MECHANICAL ROOM SECOND FLOOR WEST SCALE : 1/4"-0. 0> ~ E 8 E ~a. <6::: c 'o@ .~~ wo /- _ C -0 . 1'.0-" /,. \ J!!c \ uo \ .92. "0 '!\ ~ 2 Q) I) 6~ ~ ~I I -- - '-; ~\ I . K eypian C~N5UL.llNU NCiINffRINCi -f- ROUP INC, IN'1"BRNArlONAL- ~~tli~ellt;>~ ~." ~ r"""'f , r- .. PHMo (813) 936.l1796 FLA ST~1E. EIIIOOOlI7712 FAX. C8I3) 936.0799 8840 N, FLlRIlIA ~VE, EMAlLo CEGIT AMP~IAY.RR.C1J4 TMf'A. FLIIRI1IA 3361lI E.C, MANTHEI PE 131I09 CEGI CaMsslon NIN,,., G4-9U '., , j :)' ~ MAtI EL.EC1AICAL ROOMS ;~W, ",,,,,~~ ta'~;"""" "",m,','') J / ~', _ L/ '/<< .... . . . ..,,,.,,,,.A. ..' ""~" &"<k"f<a,,~ llt,_. c#'M~1"o . I E-800 I I _____________~~_~~~~_~__~~__J THIRD FLOOR ,...- u I I- I NEW - NORMAL BRANCH PANEL: I-PA 1 NEW - NORMAL BRANCH PANEL: HPB1 MeB: MLO: 800/3 S. T. H/A SLOG: ELEC. ROOM WEST UTO: SURFACE -------- A.I .C.: 65,000 VOL TS: 120/208/60/3 600/3 S.T. H/A SLOG: EAST MfO: SURFACE Mea: MLO: 8ectlon 1 of 2 A. I .C.: 65,000 VOLTS: 120/208/60/3 Section 1 of 2 BRKR KVA PHASE LOAD ICiR! PHASE CIR KVA PHASE LOAD r 8RKR S REMARKS AMPS P A a C NO. ABC NO. A 8 C MAPS P REMARKS S L GARAGE LIGHTS 20 1 1.$0 1 2 20 1 SPARE L GARAGE L I-GHTS 20 1 1.60 3 4 20 1 SPARE L TRASH AREA 20 1 0.60 5 . 6 20 1 SPARE L ELEVATOR PIT 20 1 1.20 1 8 20 1 SPARE L WEST LOBBY 1 ST 20 1 1.40 9 -rl 1.40 20 1 W. CORRD. 2 L L WEST STAIRWELL 20 1 1.20 11 12 1.20 20 1 W. CORRD. :5 L L DECK AREA 20 1 1.50 13 . 14 1.20 20 1 W. CORRO. 4 L L DECK AREA 20 1 1.00 15 . 16 1.20 20 1 W. CORRO. 5 L M SECURITY GATE 20 1 1.80 11 . 18 1.20 20 1 W. CORRD. 6 L L ELEV. CAB L' GHTS 20 1 1.20 19 . 20 1.30 20 1 W. LOB. CORRO 2 L l NOR. LNOSCP LGTS 20 1 0.80 21 . 22 1.30 20 1 W. LOB. CORRO 3 L L WST LNDSCP LGTS 20 1 1.40 23 . 24 1.30 20 1 W. LOB. CORRO 4 L L OUTSO STAIRS LGH 20 1 1.20 25 . 26 1.30 20 1 W. LOB. CORRO 5 l L STAIRS LIGHTS 20 1 1.50 21 . 28 1.30 20 1 W. LOB. CORRD 6 L T SECUR I TY SYS. 20 1 1.00 29 . 30 1.00 20 1 SECUR I TY SYS. TSECURITY SYS. 20 1 1.00 31 . 32 1.50 25 2 WEST UTIL. AIC M t.. WEST LOBBY 2ND 20 1 1.80 33 - 34 1.50 25 2 WEST UTlt... A/C M L WEST LOBBY 3RO 20 1 1.80 35 36 1.00 20 1 LIGHT CNTRL PNL T L WEST LOBBY 4TH 20 1 1.80 31 38 0.00 SURGE PROf DEV. L WEST lOBSY 5TH 20 1 1.80 39 . 40 0.00 SURGE PROT DEV. L WEST LOBBY 6TH 20 1 1.80 411 I . 42 0.0 SURGE PROT DEV. TOTAL CONNECTED KVA 9.50 9.90 9.601 T 5.30 6.701 5.701 BRKR KVA PHASE LOAD ICtRI PHASE CIR K.VA PHASE LOAD I BRKR S REMARKS AW'S P A 8 C NO. ABC NO. A S C AMPS P REMARKS S L GARAGE LIGHTS 20 1 1.60 1 I 2 20 1 SPARE L GARAGE LIGHTS 20 1 1.20 3 . 4 20 1 SPARE L GARAGE LICHTS 20 t 1.50 51 6 20 1 SPARE L TRASH AR€A 20 1 0.60 7 8 20 1 SPARE L ELEVATOR PIT 201 1.20 9 10 1.50 2$ 2 EAST UTIL ATc M L EAST LOBBY 20 1 1.60 11 12 1.50 25 2 EAST UffL ATC M M SECURITY GATE 20 1 1.80 13 14 1.00 20 1 SECURITY SYS. T L EAST STAIRWELL 201 1.20 15 . 16 1.00 20 1 LGHT CTRL PHL T L ELEV. CAB LIGHTS 20 1 1. 0 17 . 18 1.00 20 1 L4A IN CORRD. 2 L SPACE 19 20 1.00 20 1 MA ~N CORRD. :5 L SPAct 21 22 l.QO 20 1 MAIN CORRO. 4 L L E. UTILITY AM 2Nt 1.10 23 . 24 1.00 20 1 MAIN CORRO. S L L E. UTILITY RM 3~ 20 1 1.00 25 .:!it 26 1.00 20 1 MAIN CORRD. 6 l l E. utiLITY AM 41 201 1.00 27 28 1.30 20 1 EAST CORRO. 2 L L E. UTILITY AM 5t 20 1 1.00 29 . 30 1.30 20 1 EAST CORRa. 3 L L E. UTILITY AM 6T 20 1 1.00 31 . 32 1.3 20 1 EASt CORRD. 4 L L EAST LOBBY 2ND 20 1 1.80 33 . 34 1.30 20 1 EAST CORRD. 4 l L EASt LOBBY 3RD 20 1 1.80 35 36 1.30 20 1 EAST CORRD. 6 L L EAST LOBBY 4TH 20 1 1.80 37 . 38 0.00 SURGE PROT. DEV. L EAST LOBBY 5TH 20 1 1.80 39 40 0.00 SURGE PROT. DEV. L EAST LOBBY 6TH 20 1 1.80 41 42 0.00 SURGE PROT. DEV. TOTAL CONNECTED ttNA 7.80 8.20 10.001 4.30 6.101 8.101 SHUNT TRIP MAIN C I ROO I T SREAKER SHUNT TRIP MAIN CIRCUIT BREAKER C:\Pro eets 9t1\HPBIB.TXT - Feb 11. 2005 - 09:JI:36 NEW - NORMAL BRANCH PANEL: HPB2 NEW - NORMAL BRANCH PANEL: tPA2 & .c8: ~o: 800/3 S. T. H/A BLDG: ELEC. ROOM WEST MfD : SURFACE A.I.C.: 65.000 VOLTS: 120/208/60/3 600/3 S.T. N/A SLOG: EAST MTD: SURFACE Mea: MLO: 8ectIon 2 of 2 A.I.C.: 85.000 VOLTS: 120/208/80/3 SectIon 2 of 2 BRKR KVA PHASE LOAD ICIRlpHASE CIR KVA PHASE LOAD 1 BRKR S REMARKS AMPSP A I a C NO. ASC NO. A S C AMPS P REMARKS S T POOt. PANEL'PP~ 100 2 5.00 43 44 1.50 20 2 COND. UNIT EL M T POOL PANEL "pp' 100 2 5.00 451 46 1.50 20 2 COND. UNIT EL M T SECUR I TY SYS. 20 1 1.00 47 48 20 1 SPARE T CLUB. PANEL 'Of' 200 2 12.00 49 50 20 1 SPARE T CUJB. PANEL 'CH' 200 2 12.00 51 . 52 1.80 20 1 ROOF' EXHT FANS M T SECOR I TY SYS. 20 1 1.00 53 . 54 1.80 20 1 ROOF EXHT FANS M M WEST ElEV. 250 3 17.30 55 . 56 1.60 20 1 ROOF EXHT FANS M M WEST ELEV. 250 3 17.30 57 - 58 1.30 20 1 ROOF EXHT FANS M- M WEST ElEV. 250 3 17.30 59 . 60 1.00 20 1 ROOF EXHT FANS M M WEST ELEV. 250 :5 11.30 61 . 62 1.00 20 1 ROOF EXHT FANS M M WEST ELEV. 250 3 17.30 63 . 64 1.40 20 1 ROOF EXHT FANS M M WEST ELEV. 250 :5 17.30 65 . 66 0.40 20 1 ROOF RECEPT. R M DECK ELEVATOR 20 1 1.80 67 . 68 0.20 20 1 S. W. LNOSCP LGHT L M FOUNTAIN 20 1 1.60 69 . 70 1.50 25 2 WEST ELEV. AHU M R FOUNT. AREA RECP 20 1 1.50 71 II 72 1.50 25 2 WEST ELEV. AHU M M ROOf' EXHT FANS 20 1 1.40 73 . 74 1.90 75 3 COND. UNIT W M M ROOF EXHT FANS 20 1 1.40 75 . 76 1.90 75 3 COND. UNIT W M M ROOf' EXHT FANS 20 1 1.40 77 78 1.90 75 3 CONDo UNIT W M M ROOF EXHT FANS 20 1 1.40 79 . 80 2.30 60 3 AHU W M M I ROOF EXHT FANS 20 1 1.30 81 . 82 2.30 60 3AHUW ... M ROOF EXHT FANS 20 1 1.00 83 84 2.30 60 3 AHU W M TOTAL CONNECTED KVA 56.20 55.90 40.501 8.50 11.50 8.901 BRKR KVA PHASE LOAD ICIRI PHASE CIR KVA PHASE lOAD t BRKR S R~RKS AMPS P A 8 C NO. ABC NO. A S C AMPS P REMARKS S ... JOCKEY PUMP 20 3 0.$0 43 44 1.40 20 1 ROOF EXHT FANS M M JOCKEY PUMP 20 3 0.90 45 . 46 1.40 20 1 ROOF EXHTFANS M M JOCKEY PUMP 20 3 0.90 47 . 48 1.40 20 1 ROOF EXHT FANS M U BOOSTER PUMP SET 40 3 5.60 49 50 1.-.40 201 ROOF' EXHT FANS M M BOOSTER PUMP SET 40 3 5.60 51 . 52 1.30 20 1 ROOF EXHT FANS M M BOOSTER PUMP SET 40 3 5.60 53 54 1.00 20 1 ROOF' EXHT FANS M ... COND UNI T EL 20 2 1.50 55 . 56 1.00 20 1 ROOF~ECEPT. R U CONI> UNIT EL 20 2 1.50 51 58 0.40 20 1 ROOF LIGHTS L SPARE 20 1 59 60 0.70 20 1 EAST TONER POWEN L SPARE 20 1 61 62 1.40 20 1 S. LNDsa:>> LGHT l SPARE 20 1 63 . 64 0.80 20 1 E. LNDSCP LGHT L SPARE 20 1 65 . 66 20 1 SECURITY SYSTEM l SPACE 87 . 68 20 1 SECUR t TY SYSTEM l SPACE 69 70 SPACE SPACE 71 72 SPACE M AHU E 60 3 1.90 73 74 17.30 250 3 ELEVATOR EAST M M AHU E 60 3 1.90 75 . 76 17.30 250 3 ELEVATOR EAST M M AHU E 60 1.90 77 78 17.30 250 3 ELEVATOR EAST M U CONDUNI! E 75 3 2.30 79 . 80 17.30 250 3 ELEVATOR EAST M M COHO UNIT E 75 3 2.30 81 . 82 17.30 250 3 ELEVATOR EAST M ... COND UNIT E 75 3 2.30 83 . 84 17.30 250 3 ELEVATOR EAST M TOTAL CONNECTEDKVA 12.20 12.201 10.701 39.80 38.50 37.70 PHASE A PHASE a PHASE C TOTALKVA 86.95 92.10 76.90 TOTAL AMPS 724.58 767.50 640.83 PHASE A PHASE B PHASE C TOTAL KVA 69.30 72.58 72.85 TOTAL AMPS 517 .50 6 .79 605.42 PHASE A PHASE B PHASE C 0.00 0.00 1.00 15.63 18.88 14.38 0.00 0.00 2.90 0.00 0.00 1.00 53.33 56.23 52.63 18.00 17.00 5.00 ACTUAL BREAKER AMPS 710.97 TOTAL KVA 255.95 C:\Pro eets\9" HPB28. TXT - Feb 11, 2005 - 09:32:12 PHASE A PHASE S f>HASE C 0.00 0.00 0.00 13.38 18.25 19.13 1.00 0.00 0.00 0.00 0.00 0.00 53.93 55. 3 53.53 1.00 1.00 0.00 to, 2005 - 11:16:14 Keyplan [~~~~ NaINeE:~NCA -+- ROUP INC. IN1'eRNA1l0NAL. r.. FU.A~J4tFB EM1\.I CE8Ii ~aIDI .. IEHBII FE Isa&36 COil CcMIIIaft ....... 04-9ll WALTON H. CHANCEY & ASSOCIATES ARC H: I TEe T SPA THE RESIDENCES AT 1860 Republica de Cuba Tampa, Florida 33605 Phone 813-248-9258 Fox 813-247-3507 M17SS 5365 E Cty Hwy 3O-A Suite 108 Seagrave Beach, R. 32459 Phone 850-231-2057 Fax 850-231-3553 WINDWARD PASSAGE 020031M11e PU1H5 AIlE COI'VllIGHIIO AND AIlE SUUCT to COPYR1GlIT PROTIiC!ION /0$ AND "ARCHIIICTURAL WQRlC' UNDeR SllCIION 1112 Of DIE COI'YIIIGHT ACT, l7USO.14 AMENDED DICIWIIR. ,,,.. AND CNOWN AS AlIClIfEC1\JRAL WOIICS CClPYRlOHT PIlOfEC1'IOH ACtOI' ,,,.." I'ROI!!Cr1ON INCUJ~ NOfUMllED to 1Hl! O'ISWJ. FOIlMAS W!U ASDll! ARRAHGEMENr AND <:OM 01' SPACS AND E\.EMENlS OF THE DESIGN. PROJECT NO. 03540 HPA HPB 8] II EJ OJ HPA-161 3#12 1/2* C. PANE:L PO'JE:R 8] . . . EJ m HPB-361 3#12 1/2' C. PANEL PO'JER 1Il 2000' MAX II1 MAINTAIN PONER TO EXIT AND BATTERY LIGHTS AT ALL TIMES 1Il "" LIGHTING CONTROL NOTES ~ FEED THROUGH liGHTING CONTROL PANEL ~ LUTRON XPS SWITCHING CONTROL PANEL - XPS12 1204FT r;;-) FEED THROUGH L I GMT I NG CONTROL PANEL ~lUTRON CXPS12 1204FT- CXPX - NO TIMECLOCK r;;-, CLASS 2 (PEL V) WI RING LINK L!J (2 112AWG STRANDED CONDUCTORS FOR CONTROL WIRING ONE SHIELDED. TWISTED PAIR 118 AWG FOR OATA LINK J41 LIGHTING C!RCUITS ON TlMECLOCK PER ELECTRICAL ~PLANS IN 2 CONDUIT. lIlFEEOERS TO LIGHTS PER ELECTRICAL PLANS. LIGHTING CONTROL GENERAL NOTE 1. liGHT I NG CONTROL SYSTEM MUST HAVE ONE ANO ONL Y ONE T1MECLOCK. SUBMITTALS THAT DO NOT REFELCT THIS SHALL BE REJECTED. 2. LIGHTING CONTROL SYSTEM SHALL BE INTERLOCKED SUCH THAT PANELS FUNCTION S IMUl TANEOUSL Y. NO EXCEPTIONS. 1 II ~ Iii '<r~~ ~..-;( \i- .; V). j~_Y",:-lWi \~, f:~;"..~ '~s MAY 2 5 2005 . I iJu~'\;I\II"i i : . '-, )f "'lEAAWATER ~ >"'-'-- ~ BPRC Submltal: 03540 Date Plotted: May 18, 2005 CONSTRUCTION DOCUMENTS Date Issued: 100% Revisions: CClIDIPN-~ & Addendum #2 - Febuary 14,2005 & B1dg Dept Comments May 18. 2005 E-850 I I I .-.1 0> ~~~. en ~ E <( 0 0:3 D:l ., ,~ iD~ Z@ <(10 ~I~ <? - w~ ~c ~o 0- -. /:. ~c uQ Q) .~"O e (J) 0..- /"-,' 0~ NEW - NORMAL BRANCH Ip ANEL: HPA - I I A.I.C.: 65,000 MCB: 600/3 S.T. BLOG: EAST Section 1 of 2 VOLTS: 120/208/60/3 MLO: N/A MTD: SURFACE BRKR CIR PHASE CIR KR S REMARKS AMPS P NO. ABC NO. S P REMARKS S L GARAGE LIGHTS 20 1 1 !II 2 1 SPARE L GARAGE LIGHTS 20 1 3 !II 4 SPARE L GARAGE LIGHTS 20 1 5 !II 6 ARE L TRASH AREA 20 1 7 !II 8 20 1 S RE L ELEVATOR PIT 20 1 9 IIIlIlIl 10 25 2 EAS UTIL A C M L EAST LOBBY 20 1 11 !iii 12 1.50 25 2 EAST IL A C M M SECURITY GATE 20 1 1 3 !iii 14 20 1 SPARE L EAST STAIRWELL 20 1 15 !iii 16 20 1 LGHT CTR PNL L ELEV. CAB LIGHTS 20 1 17 IIIlIlIl 18 20 1 MAIN CORRD 2 SPACE 19 IIIlIlIl 20 20 1 MAIN CORRD. SPACE 21 !iii 22 20 1 MAIN CORRD. 4 L E. UTILITY RM 2N 23 IIIlIlIl 24 20 1 MAIN CORRO. 5 L E. UTILITY RM 3R 20 1 1.00 25 IIIlIlIl 26 20 1 MAIN CORRD. 6 L E. UTILITY RM 4T 20 1 27 IIIlIlIl 28 20 1 EAST CORRO. 2 L E. UTILITY RM 5T 20 1 29 IIIlIlIl 30 20 1 EAST CORRD. 3 L E. UTILITY RM 6T 20 1 1 .00 31 IIIlIlIl 32 20 1 EAST CORRO. 4 L EAST LOBBY 2ND 20 1 33 IIIlIlIl 34 20 1 EAST CORRD. 4 L EAST LOBBY 3RD 20 1 1.80 35 IIIlIlIl 36 20 1 EAST CORRD. 6 L EAST LOBBY 4TH 20 1 1.80 37. 38 SURGE PROTo DEV. L EAST LOBBY 5TH 20 1 39 III 40 0.00 SURGE PROTo DEV. L EAST LOBBY 6TH 20 1 41 IIlIIII 42 0.00 SURGE PROTo DEV. TOTAL CONNECTED KVA 6.10 6.10 NEW - NORMAL BRANCH I PANEL: HPB - I I A.I .C.: 65,000 Section 1 of 2 VOL TS : 1 20/208/60/3 BLDG: ELEC. ROOM WEST MTD: SURFACE III 8] III [I] HPA II EJ 2000' MAX 800/3 S. T. N/A MCB: MLO: BRKR KVA PHASE LOAD CIR PHASE CIR KVA PHASE LOAD BRKR S REMARKS AMPS P A~I~ NO. ABC NO. A ~T c ~~~ P REMARKS S L GARAGE LIGHTS 20 1 1 .60 1 !II 2 1 SPARE L GARAGE LIGHTS 20 1 ~ 1.60~ 3 IIIlIlIl 4!!!j ~ 20 1 SPARE L TRASH AREA 20 1 0.60 5 IIIlIlIl 6 ~ 20 1 SPARE L ELEVATOR PIT 20 1 ;III 7 III 8 ~ ~ 20 1 SPARE L WEST LOBBY 1ST 20 1 1.40 9 IIIlIlIl 10 1.40 20 1 W. CORRD. 2 L L WEST STAIRWELL 20 1 1.20 11 IIIlIlIl 12 ~ 1.20 20 1 W. CORRD. 3 L L DECK AREA 20 1 1.50 13 !iii 141 1 .20~ 1.201 20 1 W. CORRO. 4 L L DECK AREA 20 1~ 1.001 15 IIIlIlIl 16 20 1 W. CORRO. 5 L M SECURITY GATE 20 1 1.80 17 IIlI 18 1 .201 20 1 W. CORRO. 6 L L ELEV. CAB LIGHTS 20 1 1 1.20 0.1 19 !iii 20 1.3~~ 20 1 W. LOB. CORRD 2 L L NOR. LNDSCP LGTS 20 1 21 IIIlIlIl 22 1.30 20 1 W. LOB. CORRD 3 L L WST LNDSCP LGTS 20 1 ~ 1.40 23 !iii 24 j 1.30 20 1 W. LOB. CORRD 4 L L OUTSD STAIRS LGH 20 1 1 .20 25 IIIlIlIl 26 1 .30~ 20 1 W. LOB. CORRD 5 L L STAIRS LIGHTS 20 1 1.50 27 11IIII1 28 1.30 20 1 W. LOB. CORRD 6 L SPACE 29 III 30 I SPACE SPACE 1 ~ 1.80 31 !I!III l~ 1 . 50 ti 25 2 WEST UT I L. Alc M L WEST LOBBY 2ND 20 133 III 25 2 WEST UTIL. Alc M L WEST LOBBY 3RD 20 ~~ ' .80~ 1 .80 35 III 36 1.00 20 1 LIGHT CNTRL PNL T L WEST LOBBY 4TH 20 37 !I!III 381 0.00 O.OO~ SURGE PROT DEV. L WEST LOBBY 5TH 20 1 1 .80 ~ 39 III 40 SURGE PROT DEV. L WEST LOBBY 6TH 20 1 1.80 41 III 42 0.00 SURGE PROT DEV. TOTAL CONNECTED KVA I 8.50 9.901 8.601 5.301 6.701 4.701 C:\Projeets\911\HP818.TXT - Dee 15. 2004 - 08:18:14 OJ [I] SHUNT TRIP MAIN CIRCUIT BREAKER HPA-16, 3#12 112' C, PANEL PD'WER SHUNT TRIP MAIN CIRCUIT BREAKER C:\Projeets\911\HPA18. TXT - Dee 09. 2004 - 15:50:41 NEW - NORMAL BRANCH I PANEL: HPA - II I A. I . C.: 65.000 Section 2 of 2 VOL TS : 120/208/60/3 EW - NORMAL BRANCH PEL: HPB - II MCB: MLO: BLDG: ELEC. ROOM WEST MTD: SURFACE 800/3 S. T. N/A III III II EJ [I] A. I .C.: 65,000 VOLTS: 120/208/60/3 BLDG: MTD: EAST SURFACE 600/3 S.T. N/A MCB: MLO: BRKR AMPS P REMARKS S 20 2 CONDo UNIT EL M 20 2 CONDo UNIT EL M 20 1 SPARE 20 1 SPARE 20 1 ROOF EXHT FANS M 20 1 ROOF EXHT FANS M 20 1 ROOF EXHT FANS M 20 1 ROOF EXHT FANS M 20 1 ROOF EXHT FANS M 20 1 ROOF EXHT FANS M 20 1 ROOF EXHT FANS M 20 1 ROOF RECEPT. R 20 1 S.W. LNDSCP LGHT L 25 2 WEST ELEV. AHU M 25 2 WEST ELEV. AHU M 75 3 CONDo UNIT W M 75 3 CONDo UNIT W M 75 3 CONDo UNIT W M 60 3 AHU W M 60 3 AHU W M 60 3 AHU W M LIGHTING CONTROL NOTES CIR PHASE CIR NO. ABCNO. 43 !II 44 45 II 46 47 !I!III 48 49 !II 50 51 !II 52 53 !II 54 55 IilII1 56 57 !II 58 59 11IIII 60 61 !II 62 63 IIIlIlIl 64 65 11IIII 66 67 IIIlIlIl 68 69 !iii 70 III 72 74 76 78 BRKR KVA PHASE LOAD ICIR PHASE CIR KVA PHASE LOAD I BRKR S REMARKS AMPS P A I B I C NO. ABC NO. A I B C AMPS P REMARKS S M JOCKEY PUMP 20 3 0.90 43 11IIII 44 1.40 20 1 ROOF EXHT FANS M M JOCKEY PUMP 20 3 ~ 0.90~ 45 11IIII 46; 1.40 20 1 ROOF EXHT FANS M M JOCKEY PUMP 20 3 0.90 47 IilII1 48 11 1.40 20 1 ROOF EXHT FANS M M BOOSTER PUMP SET 40 3\ 5.60 49 11IIII 501 1.40 20 1 ROOF EXHT FANS M M BOOSTER PUMP SET 40 3 ~ 5.60 51 11IIII 52a11J1 1.30 20 1 ROOF EXHT FANS M M BOOSTER PUMP SET 40 3 5.60 53 lliIlI 54 1.00 20 1 ROOF EXHT FANS M M COND UNIT EL 20 2 1.50 55 II 56 1 . 00 20 1 ROOF RECEPT. R M COND UNIT EL 20 2 ~ 1 .50 57 III 58 0.40~ 20 1 ROOF LIGHTS L SPARE 20 2 59 II 60 ~ 0.70 20 1 EAST TOWER POWER L SPARE 20 2 61 11IIII 62 1.40 20 1 S. LNDSCP LGHT L SPARE 20 2 63 IIIlIlIl 6~= 0.8~1 20 1 E. LNDSCP LGHT L SPARE 20 2 ~65 II 66 SPACE SPACE J;;; 67 II 88m ~ ~ SPACE SPACE ~ 69 11IIII 70 SPACE SPACE ~ 71 II 72 SPACE M AHU E 60 3 1.90 73 II 74 17.30 ii\;;;: 250 3 ELEVATOR EAST M M AHU E 60 3 1.90 75 II 76 II 1 7 . 30 250 3 ELEVATOR EAST M M AHU E 60 3 I 1 .90 77 II 78 ~250 3 ELEVATOR EAST M M COND UNIT E 75 3 2.30 2.30~ 79 11IIII 80 17.3011 250 3 ELEVATOR EAST M M COND UN IT E 75 3 ~ 81 II 82 17.30 250 3 ELEVATOR EAST M M COND UNIT E 75 3 2.30 83 !iii 84 il 17.301 250 3 ELEVATOR EAST M TOTAL CONNECTED KVA 12.201 12.201 10.70 39.801 38.501 37.70 C 8] S REMARKS T POOL PANEL 'p . T POOL PANEL 'pp' SPACE T CLUB. PANEL 'CH' T CLUB. PANEL 'CH' SPACE M WEST ELEV. 250 3 M WEST ELEV. 250 3 M WEST ELEV. 250 3 M WEST ELEV. 250 3 M WEST ELEV. 250 3 -M WEST ELEV. 250 3 M DECK ELEVATOR 20 1 M FOUNTAIN 20 1 R FOUNT. AREA RECP 20 1 M ROOF EXHT FANS 20 1 M ROOF EXHT FANS 20 1 M ROOF EXHT FANS 20 1 M ROOF EXHT FANS 20 1 M ROOF EXHT FANS 20 1 M ROOF EXHT FANS 20 1 TOTAL CONNECTED KVA MAINTAIN POWER TO EXIT AND BATTERY LIGHTS AT ALL TIMES HPB w 1 .90 2.30 8.90 S TOTAL DEMAND KVA PHASE A PHASE B PHASE C H HEATING: 0.00 0.00 0.00 L LIGHTING: 15.63 18.88 13.13 R RECEPTACLE: 0.00 0.00 1 .90 W WATER HEATER: 0.00 0.00 0.00 M MOTORS/HVAC/FAN: 53.33 56.23 51.63 T XFRMR/PANEL/ATS: 17.00 17.00 1.00 HPB-36, 3#12 1/2' C, PANEL PD'WER ~ FEED THROUGH LIGHTING CONTROL PANEL L!J LUTRON XPS SWITCHING CONTROL PANEL - XPS12 1204FT ~ FEED THROUGH LIGHTING CONTROL PANEL ~ LUTRON CXPS12 1204FT- CXPX - NO TIMECLOCK r;l CLASS 2 (PELV) WIRING LINK ~ (2 #12AWG STRANDED CONDUCTORS FOR CONTROL WIRING ONE SHIELDED, TWISTED PAIR #18 AWG FOR DATA LINK f4l LIGHTING CIRCUITS ON TIMECLOCK PER ELECTRICAL ~ PLANS IN 2" CONDUIT. ~ FEEDERS TO LIGHTS PER ELECTRICAL PLANS. PHASE A PHASE B PHASE C TOTAL KVA 68.30 72.58 72.65 TOTAL AMPS 569.17 604.79 605.42 ACTUAL BREAKER AMPS 682.50 TOTAL KVA 245.70 C:\Projeets\911\HP828.TXT - Dee PHASE A PHASE B PHASE C 0.00 0.00 0.00 1 3. 38 1 6 . 25 1 9 . 1 3 1.00 0.00 0.00 0.00 0.00 0.00 53.93 55.33 53.53 0.00 1.00 0.00 ACTUAL BREAKER AMPS 593.13 TOTAL KVA 213.53 C:\projeets\911\HPA28. TXT - Dee 09. 2004 - 15:51:39 LIGHTING CONTROL GENERAL NOTE 1. LIGHTING CONTROL SYSTEM MUST HAVE ONE AND ONLY ONE TIMECLOCK. SUBMITTALS THAT DO NOT REFELCT THIS SHALL BE REJECTED. 2. liGHTING CONTROL SYSTEM SHALL BE INTERLOCKED SUCH THAT PANELS FUNCTION SIMULTANEOUSLY, NO EXCEPTIONS. ~..........~...........,...~................... Kcypian " I;'.;. -1 ..., ,.,.,1 I ! , 1 t I I ! I I ~ :;. / .,:.-, ':"':. " .;" . C~N5UL-11NCA NCAINI::I::RINCA -t- ROUP INC, IN-n::;RNA-rIONAL- ~*,9idEt1.1~ h., .,. !lV' ~~ ~ , ~ itot' , - i. '.', : ., . ~,'.' j I . ' J :. ~ . -.,\\ FLA i~', RlR~ EMAIL. CEGlTAMPABAY.RR.C1J4 TAIf'~ FUIRIIIA 336lB E.C. MANTHEI PE IID09 CEGI C-sslan N\Nert 04-911 C,lJ<"V~~-,.., " ',." .' .. .. '.. <<5LJ-'~),. ' ",.. .. '-"^7'h:'l-.<tfi:~"<:#r~<~ fL:?~rL~<1rt!1 , , \ r' I