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
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~
~
~
-
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1"~10'
c;~ i
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VP,i(IES
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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 }~.
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~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
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A "V1
'--;Y :):',,/If) (:Ur~~kR ,,-N') p.S~:U:iA.:'~'~: i!~~-,
i'101
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,<',-,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)
<(
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o
e:::
<(0
S "
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Z .-
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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
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BPRC Submital:
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
Date Plotted: January la, 2005
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Date Issued: January 10,2005
Revisions:
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5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
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@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.
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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
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PI4 12'-0" x 13'-0" 4'-1" (22) ~ L.W. T 4 l3
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REFER TO Sl-IEET S-002 FOR PILE CAP DETAILS.
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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.
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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
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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.
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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
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LOCATE AND STAKE ALL PILE LOCATIONS
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~ MOHAN ENGINEERING, INC.
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
4.' ~et+i del1:c,
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January 1 0, 2005
January 10. 2005
03540
100% Construction
Documents
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pile Cap Details
.
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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
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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.
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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
~
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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
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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.
/. '
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CONT.
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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"
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-+
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EDGE wi (1) lIS CONT.
n..,...p)
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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
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PROVIDE
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BETWEEN COLUMNS.
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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
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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
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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
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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
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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'
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Date Plotted: January 10, 2005
Date Issued: January 10.2005
Revisions:
03540
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1990THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE
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>,.
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
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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
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@ "'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.
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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"
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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.
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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"
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0 ~4T X 4'-0" AT 24" D.C.
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@ 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.
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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-
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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.
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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.
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AREA SUPERIMPOSED LIvE LOAD:
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E3ALCONY 60 PSF
ENTRY /CORRIDOR 80 PSF
NOTES:
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REFER TO PLAN FOR BALCONY AND ENTRY/CORRIDOR
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A ENTRY CORRIDOR TO A MIN. EDGE
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LOCATIONS, SLOPE DIRECTIONS, AND
RIDGEIVALLEY/CRICKET LINES w/
ARCI-!ITECTURAL Dl.lX:!'S.
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
16'
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32'
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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
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@ 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'
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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.
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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.
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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
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PRE -ENGINEERED
MET AL PAN STAIRS
AND LANDINGS
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DOTTED I-lATCI-l INDICATES 2 1/2"
STEF-DOWN AT BOTTOM/SLAB REFER TO
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.
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.
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BPRC Submital:
Date Plotted: January 10, 2005
Date Issued: January 10, 2005
Revisions:
-300
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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-
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CONTRACTOR NOTE:
REFER TO ARCH. REFLECTED CEILING PLANS AND ELECT.
PLANS FOR RECESSED FIXTURE REQUIREMENTS AT BOTTOM
OF SLAB (T1PJ.
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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.
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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.
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SLOPE TOP/SLAB TO A MIN. EDGE THICKNESS
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EXTERIOR FACE OF MASONRY AT WALLS,
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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;
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@ 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
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_ 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
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PRE -ENGINEERED
MET AL PAN STAIRS
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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.
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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
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CONCRETE Sl-IEARWALL
SW (8",12" OR 14" NOM)
NOTES:
L REFER TO PLAN FOR MASONRY REINFORCEMENT.
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ENTRY /CORRIDOR 80 PSF
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1. REFER TO Sl-IEET S-~00 FOR ADDITIONAL INFORMATION.
REFER TO PLAN FOR BALCONY AND ENTRY/CORRIDOR
LOCATIONS.
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P.T. SPECIALTY ENG. NOTE:
L NON-BEARING MASONRY WEIGl-IT: (DEAD LOAD)
~00 PLF AT EXTERIOR SLAB EDGE
600 PLF AT INTERIOR
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EXTERIOR FACE OF MASONRY AT WALLS, .,~,');;
INTERIOR FACE Of MASONRY AT SLIDING . ",~"
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FRE-ENGINEERED
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t';i./t'~' .
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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
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RIDGENALLEY /CRICKET LINES w/
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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-''- ~.'(>
~/ . ..~~
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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)"
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0 (1) ~T X 5'-(2)"
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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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BANDED TENDON
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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 /
.,
......
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......
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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"
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0 -4T X 4'-0" AT 24" O.c.
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<D -4B AT 12" O.c. TEMP.
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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
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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
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CONCRETE SI-lEARWALL
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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
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2. SI-lEARI-lEAD OR SI-lEAR STUDS REQUIRED WI-lERE INDICATED
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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
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MAX. (AT TOWER
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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:
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REFER TO SI-IEETS S-501 TI-IRU S-5>12'6 FOR SI-IEARWALL DETAILS.
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UNIT - 25!Z>- (TYP)
1
1
~" MINlFT (rrp)
1
~J
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wX
[L"1:
~~
<l11
(La
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~W'
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P.T. SPECIAL TY ENG. NOTE:
0
CD rf\
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~
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!D
(0
RD'I /OVERFLOW DRAIN
_110
RD.
[---L
f
r""'1
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- - 'ot
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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
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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.
~
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I
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I'
3 "
\l') I'
I
I'
,
I RD.
i~- ,
\ OVERFLOW DRAIt,l
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:0
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2_ SI-IEARI-IEAD OR SI-IEAR STUDS REQUIRED WI-IERE INDICATED
ON PLAN.
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1
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-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.
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~
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
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(LQ
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1-->--
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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
.
....
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I-
f.
", , ~.J'
"".-
~)/,r /~
< )
.~ ,./ N/J-dt
(- f-'!~ i".('"
PROJECT NO. 03540
0)
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t
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T-iI "
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F = 110.1 kift
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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'
~
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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
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Date Plotted: January 10, 2005
Date Issued: January 10.2005
Revisions:
03540
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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
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WALTON H. CHANCEY & ASSOCIATES
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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
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@2oo3THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTlOI-l AS AND
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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.
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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
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TRUSS CI-IORDS.
3. MINIMUM BOTTOM CI-lORD BRACING TO BE CONT.
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FASTEN EACI-l MEMBER w/ MINIMUM (2) -10 TEK
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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
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DEVELOPMENT SERViCtS Ol':Pl
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BPRC Submital:
Date Plotted: January 10, 2005
Date Issued: January 10,2005
Revisions:
CONCRETE COLUMN NOTES:
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(b) ~
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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
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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.
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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
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REPLACE REINFORCING INTERRUPTED 6Y OPENING.$ w/
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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"
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~ 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
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BPRC Submital:
Date Plotted: January 10, 2005
Date Issued: January 10, 2005
Revisions:
I
03540
100% Construction
Documents
Shearwall Details
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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
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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"
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REFER TO 5l-1EET 5-5lZ'1
FOR 5l-1EARWALL NOTE5
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FOUNDATION TO 3RD
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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,
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PROJECT NO. 03540
BPRC Submital:
Date Plotted: January 10, 2005
Date Issued: January 10,2005
Revisions:
03540
100% Construction
Documents
Shearwall Details
5-503
~
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24"
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FOR 514EARWALL NOTE5
AND ADDITIONAL INFO.
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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
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PROJECT NO. 03540
BPRC Submital:
Date Plotted: January 10, 2005
Date Issued: January 10, 2005
Revisions:
03540
100% Construction
Documents
Shearwall Details
$-504
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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
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
BPRC Submital:
Date Plotted: January 10, 2005
Date Issued: January 10, 2005
Revisions:
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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
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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
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Documents
Shearwall Details
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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
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BPRC Submital:
Date Plotted: May 23, 2005
Date Issued: January 10, 2005
Revisions: & Addendum #2
February 14, 2005
& Bldg. Department Comments
May 18,2005
$-600
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Documents
Foundation Dtls.
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* MOHAN ENGINEERING, INC.
n Consulting Structural Engineers
FL C.O.A. No. 7498
George E, Mohan FL P.E. No, 46665
13630 58th Street North, Suite 107 - Clearwater, FL 33760
Phone (727) 535-9771- Fox (727) 535-9773
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
<Cl2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlON ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE
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Date Plotted: January 10, 2005
Date Issued: January 10,2005
03540 I'~/
'00% Constllction
" Docur4nts
Fou~n Dtls,
s- ~'l~
Revisions:
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PROViDE (1) lIS VERT. IN
/ GROUT FILLED CELL AT
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FL c,a.A. No. 7498
George E. Mohon FL P.E. No. 46665
13630 58th Street North, Suite 107 - Clearwater, FL .3.3760
Phone (727) 535-9771- Fax (727) 535-977.3
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248 9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
@ 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
'ARCHITECTURAL WORK'" U"DER SECTION I 02 OF THE COPYRIGHT ACT. 17USO, AS AMENDED
DECEMBER, 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF
1990THE PROTECTlOt~ INCLUDES BUT 1$ 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)
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MASONRY TIE BEAM. -<~~,-~~~~
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END OF LINTEL. NOTCI-I
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REINF. TO BE CONTIN.
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I~ I-IORIZONT AL JOINT RE INFORCEMENT AT
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EXTEND 2'-0" MIN. 13EYOND OPENING.
i / / ~PRECA5T CONCRETE U-LINTEL wi
: 1/ /,'Y (I) -S CONT. GROUT SOLID UND.
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SCALE: I 112" = 1'-~"
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REFER TO 1/6-8(2;)(2;) FOR '
ADDITIONAL INFO.
~
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~ ELEVATED SLABI
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TYPICAL MASONRY INFILL AT
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SCALE: 3/4":: 1'-0"
POST TENSION CONC.\
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8" X 22" CONC. TIE BM. w/
(3) ~ EACI-I FACE,
0113 TIES AT 24" O.C.
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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.
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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.
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AT 16" O.C. ~__~ CELL.
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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
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2
SCALE: 3/4" '" 1'-0"
^
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{HORIZONTAL JOINT REINFORCEMENT AT
FIRST AND SECOND BLOCK COURSE
/ ABOve OPENINGS. RUN CONTINUOUS OR
EXTEND 2'-12)" MIN. 6EYOND OFENING.
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DOWELS OUT OF COLUMN.
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8"
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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.
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10 SCALE: 3/4" = 1'-12)"
CONCRETE COLUMN
OR WALL.
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~
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COLUMN. NO REBAR REQ'D.
UNLESS C.M.U. SECT. NEA~
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~
TYFICAL MASONRY WALL
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.
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SECOND SE BELOW
OPENI~ ". ONTINUOU6 OR
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TYFICAL PET AIL A1='OW 5ILL5<,
(]) (5~~,c;~~~,~"O~YG5)
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
T'YFfCAL LINTEL SECTION
@ ~~~f~,,:- ~<')~LA135
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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
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T'YPICAL MASONRY INFILL AT
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SCALE: 3/4" '" 1'-0"
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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
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12" MIN.
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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-
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11 SCALE: 3/4" = 1'-0"
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1'-(Zl" MAXIMUM , , (2) TENDONS MIN. IN
r j' EACI-I DIRECTION TO
SFACING I I FA5S THRU COLUMN
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(3) TENDONS PER r"..) r'J r' r'J r'J
6UNDLE MAX. '\ ~ r
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SEE PLAN.
r
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UNIFORM
r TENDONS
)
"h "h ,,' ",' ","
I I
J 4'-0" MAXIMUM }
6ANDED TENDONS
@SLAI:3 REINFORCEMENT OVER COLUMNS
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4" MIN.
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MULTIPLE SLAB PENETRATION DETAIL
SCALE: 3/8" = "-(Zl"
fUPPER SIDE OF
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\
r~NDER SIDE OF
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l
"
;----
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AT 4'-lZl" O.C. MAX.
r TENDON ~ 413 SUFFORT 6AR r TENDON eEN~ TIES DOWN\ r TENDON
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ill FLASTIC TIPS AT ill PLASTIC TIPS AT
ill EXFOSED SURFACES ill EXPOSED SURFACES
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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
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TRANSITION
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CONTINUE ALL OTI-IER
6ARS Tl-IRU JOINT.
Ib I
jfJ
j c3
ANCI-IOR
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T. AND 6. TYP.
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\
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11'\
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TOP AND EIOTT \
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2"-::lX r f-3"
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SUPPORT /
BARS AND
CHAIRS
SECTION
I g
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ill
SU6MIT PROFOSED CONSTRUCTION
JOINTS TO ENGINEER FOR REViEW.
~~
(2) - 4f5
TOP AND 60TT
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SCALE: 1 1/2" = 1'-lZl"
SLAB CONSTRUCTION JOINT
1 0 ~~~E~" ~1~::AND DETAIL
8
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9
I
~
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6ARS EXTEND 10" MIN.
6EYOND EACI-I SIDE
OF ANCl-IOR GROUP.
~i
L
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.::::,
SLOPE
SEE PLAN
,
II ~ \...
~~" ~ '-'
(2) '4 TO~ AND/ \ g
eOTT. UNO~ ~ANC140R TENDONS
AT C.G:. CT"(P.J
/
-;
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~
.r ANCl-IOR
~ ~ SFACING
~ 12 INCI-IE5
OR LESS
I!J ~/~..
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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
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BPRC Submital:
Date Plotted: January 10, 2005
Date Issued: January 10,2005
Revisions:
03540
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ARCHITECTS P A
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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
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PROJECT NO. 03540
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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
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~ 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
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BPRC Submital:
Date Plotted: May 24, 2005
Date Issued: January 10, 2005
Revisions: & Addendum #2
February 14, 2005
03540
100% Construction
Documents
Sections & Details
$-800
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5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
<Cl2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK"' UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
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WALTON H. CHANCEY & ASSOCIATES
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
@2oo3THESEPLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
'.ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT 1$ NOT LIMITED TO THE OVERAll FORM AS WELL AS THE
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~ MOHAN ENGINEERING, INC. : -~
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FL C.O.A. No. 7498 I
George E. Mohan FL P.E. No. 46665 I ".,
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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
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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
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EM13ED Ie 3/8" w/ 3/4"cp TI-lREADED
I-IEADED STUDS AND 1I8"xl" STEEL
BARS (WELDED)
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LONG-SLOTTED I-IOLES.
BPRC Submital:
Date Plotted: January 10, 2005
Date Issued: January 10,2005
Revisions:
03540
1 00% Construction
Documents
Sections & Details
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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.
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BPRC Submital:
Date Plotted: May 24, 2005
Date Issued: January 10, 2005
Revisions: ~ Addendum #2
February 14, 2005
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BALCONY SECTION - 2ND FLOOR
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
BPRC Submital:
Date Plotted: January 10, 2005
Date Issued: January 10, 2005
Revisions:
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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
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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)
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K.O. 6LOCK wI (I) 'S CONT. AT
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. 5EE ARCl-I.s
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SECTION
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PRE -ENGINEERED
MET AL ROOF TRU55
AT 24" O.C. MAX.
REFER TO 3/5-8~3
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SCALE: 3/411 = 1'-lZ)"
~-
CONT. P.T. 2x8 WOOD PLATE
wi 11211cP AS. (COUNTER5UNK)
AT 4811 O.C. MAX. (611 EM6ED)
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TOP OF MA50NRY PARAPET
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CONT. L211 X 211 X 16 GA.
(TYP)
3 5/811, 16 GA. METAL 5TUDS
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16 GA. TRACK AT
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5EE PLAN.
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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
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PRE -ENGINEERED
METAL ROOF TRU55
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-
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CONT. 16 GA. TRACK
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---~REFER TO ARCl-I.
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UND.
CONT. P.T. 2x8 WOOD PLATE
w/ll2l1cP AS. (COUNTERSUNK)
AT 4811 O.C. MAX. (611 EM6ED)
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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.
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BPRC Submital:
Date Plotted: May 24, 2005
Date Issued: January 10, 2005
Revisions: & Addendum #2
February 14, 2005
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@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
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03540
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CONT. P.T. 2x8 WOOD PLATE ...... II.<:'" SEE PLAN
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.
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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
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PROJECT NO. 03540
liD
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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
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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{"",
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, €;'''\,S>
~ ~
4 . ~
PROJECT NO. 03540
BPRC Submital:
Date Plotted: January 10. 2005
Date Issued: January 10. 2005
Revisions:
03540
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Documents
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ALL AFEA& TO eE ORDINAR"r' I4AZAFeD
OC:::CUPANCY EXCEPT Ul.fEFE NOTED.
I4AZARr::>S LEGENO:
rn ORDINARY I4AZARD oc:::cupANCY
~ LIGWT I4AZARD OCCUPANCY
16'
I
32'
I NOTE, eoTTOM OF ALL PIPINGI TO MAINTAIN MIN.. "_~.
Cl...EAIENCE IN CirARAGE AREA.
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 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
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1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE
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PROJECT NO. 03540
BPRC Submital:
Date Plotted: JANUARY 10th, 2005
Date Issued: JANUARY 10th, 2005
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NFFA 14 - STANDARD FOR THE INSTALLATION. CiF STANDFIPE. PRivATE HYDRANT, AND HOSE
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NFFA 2S - STANDARD FOR THE: INsPECTION, T!:STING, AND MAINTENANCE OF WATER-eASED FIRE
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Phone 850-231-2057 Fax 850-231-3553
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Date Plotted: JANUARY 10th, 2005
Date Issued: JANUARY 10th, 2005
Revisions:
03540
Keyplan
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"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
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BPRC Submital:
Date Plotted: JANUARY 10th, 2005
Date Issued: JANUARY 10th, 2005
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SYSTEMS 2((')(1)0 EDITION.
NFPA 2!; - STANDARD FOR Tl4E INsPECTION, TESTING, AND MAINTENANCE OF WATER-6ASED FIRE
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1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE
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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
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BPRC Submital:
Date Plotted: JANUARY 10th, 2005
Date Issued: JANUARY 10th, 2005
Revisions:
F-4 1 0
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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
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Date Plotted: JANUARY 10th, 2005
Date Issued: JANUARY 10th. 2005
Revisions:
F-4 1 1
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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.
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
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Certificate #8304 Project # 2003580
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(1&-2&deA)
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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
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..... .,.,.-.
r-
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.-... .-
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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.
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WEAVlER> CA6T IRON
PIPE, CLAe& 5tD (OR
WEAVlERJ DUCTILE
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,,- OIA OR 6HAL.LER TYPE
-1.- (OR WEAVIER>
COPF'ER T\JBING.
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cot=flER PIPE OR TUBING)
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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
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TO PRAIN
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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}
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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
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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
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BPRC Submital: :
Date Plotted: May 18, 200.1:(;''''' OF .j
Date Issued: JANUARY 10th, 2005
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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.
'~
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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
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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
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5LEEvE
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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
~'~~
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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
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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
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meCHAnICA... QIIlIIIIUIII
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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. SY5TEM
R W-L.-lr2Wl
F RA - I, 2, 3 .. 4 I4R
T RATING 1. 2. 3. - 4 I-J~
REFER TO UL CTORY
L.16TING FOR RJR
INFOI'iNA T ION.
11 METAL PIPE THRU RATED WALL DETAIL NTS
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BPRC Submital:
Date Plotted: J~t1~~ lOth200G5
Date Issued: JANUARY 10th, 2005
Revisions:
PROJECT NO. 03540
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DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
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DECEMBER. 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF
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Certificate #8304 Project # 2003580
Mark E. Awmillar, P,E. 53973
BPRC Submital;
Date Plotted: JANUARY 10th, 2005
Date Issued: JANUARY 10th, 2005
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Mark E. Awmillar. P.E, 53973
PROJECT NO. 03540
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@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
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Date Plotted: JANUARY 10th, 2005
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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
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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
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Phone 850-231-2057 Fax 850-231-3553
@2OO3THESEFLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
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DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
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1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE
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5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
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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
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Date Plotted: JANUARY 10th, 2005
Date Issued: JANUARY 10th, 2005
Revisions:
03540
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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.
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Certificate #8304 Project # 2003580
Mark E. Awmiller, P.E. 53973
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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
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~
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
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FIRE ~ER
PARTITION
I. MIN.
;:~
/'
;:/
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os. DAMPER
6UFFL Y ~
RE'T\.JR'oI GRILLE
-I
WANCiER 6LlF'F0Rr&.
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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
'..
.. ..
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. .
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.4 .
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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
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~ 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
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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
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~IGERANT
PIPING (~IDE
ROOF 5UFPORT)
--
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R1 ENTERPRI5ES-ALUM.
I-IU~ICANE ROOF STANDE
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(ID CONDENSING UNIT STAND DETAIL
COOLING
COIL
~
NrS
REMOVA6LE CLEANOJT PLUG
I!::!
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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 ".
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
m"-~ .......
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meo-t...ncA... ....
EnGneeFlnG ...
SCLUTIOf1S, ..
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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
\.
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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
,
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Keyplan
BPRC Submital:
I 'l_JOI.\.
03540
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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-~ ......
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mecHA"ICA... ....
en:;neeRU'lG ...
SCLUTIOf"lS, ..
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~esideq<:.";
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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
~\~~
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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
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.. ,.. .",%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'
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03540
100% CONSTRUCTION DOCU
-9Q1
\
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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@
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NO
001
0-
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go
~~
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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
,
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Mi~Y ! 5 2005
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"
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
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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 \"~
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FI~ RATING
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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
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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
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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
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5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
@2OO3THESEPLANSARECOPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTiON AS AND
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DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
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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
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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
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"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
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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 - -
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CONNECTION TO CIVIL ~
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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
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PROJECT NO. 03540
03540
P -50 1
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LAVATORIES - VERTICAL BRANCH
LAVATORIES - HORIZONTAL BRANCH
1 SOVENT LAVATORY BRANCH PIPING NTS
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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
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DETAIL "B-B"
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Mark E_ Awmillar. P_E. 53973
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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:
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@2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
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1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERAll FORM AS WELL AS THE
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~ 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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Date Issued: JANUARY 10th, 2005
Revisions:
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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
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Keyplan
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
03540
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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
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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
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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.
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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
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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.
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1860 Republica de Cuba Tampa, Florida 33605
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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
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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
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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
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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.
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Merk E. Awmillar. P.E. 53973
BPRC Submital: I
Date Plotted: JANUARY 10th, 2005
Date Issued: JANUARY 10th, 2005
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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
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Date Plotted: JANUARY lOth, 2005
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Revisions:
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5421 Beaumont Center Blvd., SUIte 675. Tampa. FI 33634
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Mark E- Awmiller. P.E. 53973
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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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
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PROJECT NO. 03540
BPRC Submital:
Date Plotted: JANUARY 10th, 2005
Date Issued: JANUARY 10th, 2005
Revisions:
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C B A A A A A B H
SECOND FLOOR
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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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
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Mark E. Awmiller. P.E 53973
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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:
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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
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BPRC Submital:
Date Plotted: JAN UARY 10th, 2005
Date Issued: JAN UARY 10th, 2005
Revisions:
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Certificate #8304- Project # 2003580
Mark E. Awmill.r. P.E. 53973
03540
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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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
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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}"
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Phone 850--231--2057 Fax 850-231--3553
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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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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.
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Mark E. Awmillor. P.E. 53973
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Date Plotted: JANUARY 10th, 2005
Date Issued: JANUARY lOth,2005
Revisions:
03540
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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.
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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
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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.
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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
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Date Plotted: JANUARY 10th, 2005
Date Issued: JANUARY 10th, 2005
Revisions:
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Date Issued: JAN UARY 10th, 2005
Revisions:
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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
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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
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~ 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
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LOCATE IN ELECTRICAL ROOM EAST
T(
HPA-23, 3 #10, 1/2' C.
LEVEL 2 CORRIDOR ELECTRICAL PLAN
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Keyplan
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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
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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
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LEVEL 3 ELECTRICAL ROOM PLAN (WESTl
SCALE: 1/8- = 1'-0.
ATYPICAL FIXTURES
fAlli1.
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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.
~
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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
'.'. ."~,..
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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?\.::
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::
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.:
30/2/20AF
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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.
.~$.
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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.
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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.
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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
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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
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3
3
HPA-9
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3
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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
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LOCATED IN ELECTRICAL ROOM EAST
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BPRC Submital:
Date Plotted: January 10, 2005
Date Issued:
Revisions:
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Keyplan
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3
3
5
5
5
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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
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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
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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
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EXACT LOCATION
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PLAN NOTES (NOT ALL NOTES USED)
3
EXE (1)
WP
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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
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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
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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-
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~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
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~ 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
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1860 Republica de Cuba Tampa, Florida 33605
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5365 E Cty Hwy 3D-A Suite 108 Seagrave Beach, FL 32459
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Addendum #2 - Febuary 14, 2005
WINDWARD PASSAGE
C 2003lHESE PlANS ARE COPYRIGHTED AND ARE SU8JECT TO COPYRIGHT PROTECIlON AS AND
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CEGI CClI'II'Ilsslon NloI'Ibrl'l Q4-9U
1860 Republica de Cuba Tampa, Florida 33605
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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
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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
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Revisions:
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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
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TO LOCAL 120V CIRCUIT
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3RD FLOOR WEST
TO LOCAL 120V CIRCUIT
@
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1/'Z CONDUIT TO
ElECTRICAL ROOM
3RD FLOOR WEST
~
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1/'Z CONDUIT TO
ELECTRICAL ROOM
SAD FLOOR WEST
SEE OTHER St-EETS
FOR POWER
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3RD FLOOR WEST
TO LOCAL 120V CIRCUIT-
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"~,"-!-" 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. '.
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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
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03540
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[!Q] I ~ SUPPUED TO
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WITH AN AFt
AT PANElBOAAD
I 4
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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
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CEGI CoMIsslon IUiltrt 04-9U
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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
\
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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
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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.
$
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ROOM SHALL BE
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FAX. (8!) 799 8B4D N. FURlllA AVE.
EMAIL. CEG1!T AIfIABAY RR.CIJ4 T AIf'A. FLDRIDA 33618
E,C, MANTHEI PE H:DID9
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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:
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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.
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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
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DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
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Date Plotted: January 10, 2005
Date Issued:
Revisions:
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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Phone 813-248-9258 Fax 813-247-3507 AA1785
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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
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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
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5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach. FL 32459
Phone 850-231--2057 Fax 850-231-3553
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ARRANGEMENT AND COMPOSIlION OF SPACes AND ElEMENTS OF THE DESIGN.
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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
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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
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Date Plotted: May 18, .2005
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100%
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E-41 3
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EMAILI CEGITAMPABAY,IlR.C1J4 TAMPA. FLDRIDA 33618
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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
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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
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Date Plotted: May 18, 2005
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Revisions:
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03540
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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
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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
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PLAN NOTES (NOT ALL NOTES USED)
OJ WASHER
[I} DRYER
@] AIR-HANDLlNG UNIT
o WATER HEATER
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[?] REFRIGERATOR
[!] DISHWASHER
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[ill ELECTRICAL PANEL (FLUSH)
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MAKE CONNECTION TO ALL UNDERCOUNTER
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If71 VERIFY RECPTACLE CLEARANCE FROM SLIDING
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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:
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[I] REFRIGERATOR
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[~'~UNU
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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
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BPRC Submital: I
Date Plotted: January 10. 2005
Date Issued:
Revisions:
CONST CTION DOCUMENTS
100%
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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
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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
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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
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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
".
"'''''.
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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
.....
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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:
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PLAN NOTES (NOT ALL NOTES USED)
._____._._._._;~ ,_._._._._._.w._.___,
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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
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~ 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
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-<l'e:fui. . 'Q ^
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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
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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 ~ "-'-'-"-'-"~"""'~"'-""---,",'"",,,,,,,,,,,,,,,
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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
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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
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46 AMPS
(50!3)
I I
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Iii II
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2. PROVIDE FUSED DISCONNECT AS SCHEDULED
II
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11
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RUN CONCEALED UNDER ROOF
HPA-58
2#10 + 1#10 E.G.- 3/4"C.
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WP/GFI
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105 AMPS
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30/2/3R/5AF
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HPA-79,81,83
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56 AMPS
(60/3)
HPA-55, 57
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11.4 AMPS
60/3/3R
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HPA-48
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114 AMPS
HPA-46
3#10 - 3/4"C.
114 AMPS
HPB~4
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11.4A~
HPA-44
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11.4 AMPS
30/2l3R
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46 AMPS
(50/3)
ROOF ELECTRICAL PLAN
SCALE: 3/32. = 1 '-0.
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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
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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
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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\
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FARADAY 10' LIGHTNING HEAD (TVPICAU
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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
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C()tM ~ C()tA'.t. I- COM'.4. I- COMM. -
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PANE\.. PNolEl.. PANEL. PAtEl. 3#
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00tJM ~ COw.4. ~ COMM. - COMM. -
- --
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PANS- PANEL PANEL PNEL ~
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al4"C. TO
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-
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
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NEAFES'T
AECPT.
(TVP~
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COM.
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CCMot
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cotJM.
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1 1/4"C.
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COMM.
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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'
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COMM.
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'B UNIT'
CCM.4.
1
1
COMM. ROOM. "B'
..
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COMM.
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cot.t.t
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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.
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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
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COMMUNICATIONS SYSTEM RISER
SCALE : NONE
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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
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PROJECT NO, 03540
SECOND FLOOR
BPRC Submital:
Date Plotted: January 10, 2005
Date Issued:
Revisions:
CONSTRUCTI
1
COMMUNICA T
RIS
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"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::~."
.-
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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
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/
-
C
(1)
l-
I-
::)
U
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o
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~~,' ~
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
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05-18-2005
m - m.. 2005
1l5-18-2005
01--10--)00[;
01.1Q.-2005
01-1 Ou 2U05
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OHO-2005
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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
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pvv905
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1/4',,1'..0'
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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
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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
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E.lOg
E-401
E-1.02
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E-40S
E"407
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[--417
E-41[)
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1/16" ,/--0'
1/1t1'~1>-o-
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1/f./:::1....0~
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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=_
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(~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
~
~
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~
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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
~
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o
9
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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"
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LOCATION MAP
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Me"':ICO
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;',j:)
l)~\) ~)CI~Lt
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f~C: ',(;/\[J
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,IVi ',CALE
NO ':;criLL
i'4U ~'>CAL[-
NO SCMI
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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
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ROOF PLAN EAST END COORDINATION PLAN
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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.
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CONST~CTION. DOCUMENTS
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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
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SUBMERGED LANDS
(O.R.B. 5885, PAGE 2178)
0.698 ACRES MORE OR LESS
Ct:==_
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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.
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CLEARWATER HARBOR
WATERWAY (NOT INCLUDED)
NOT PLATTED
DEED No. 17452, PG. 119-120
DEED No. 1424, PG. 1 (CORRECTED 17452-A)
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/
PHASE IV
VILLAGE ON ISLAND EST A TES
(O.R.B. 4878, PG. 2008)
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S49.31'4911E 136.75'(C)
S490 23'4111E 136.76'(0)
3.6'
LEGEND:
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FPIP
PC
PCP
PLS
PSM
ORB
PG
PB
TBM
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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
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1.3' CONC. SEAWALL \
SANITARY MANHOLE
.r-- RIM EL.. ~ 5.31
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PAVEMENT
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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 !'
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PAVEMENT .;
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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'
\
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LOT 12
LOT 11
LOT 13
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LLF . EL.
WPP
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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:
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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
~
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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;
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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
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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
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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
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r=\ ~ P IT' !: r,rl r" :
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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
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BPRC Submital:
Date Plotted: January 10, 2005
Date Issued: January 10, 2005
Revisions:
COVER SHEET
03540
CONSTRUCTION DOCUMENTS
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@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 "
\
\
\
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\
\
\
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\
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LOT 10 ~
/
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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
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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
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PHASE IV
VILLAGE ON ISLAND ESTATES
(O.R.B. 4878, PG. 2008)
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CONCRETE
PAVEMENT
ASPHAL T
PAVEMENT
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LEGEND:
FCM
FIR
FCIR
FIP
FPIP
PC
PCP
PLS
PSM
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PG
PB
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= 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
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S49023'41"E 180.00'(P) FN/D
S49.16'14"E 180.01'(C) CONCRETE ICNO 10)
PAVEMENT..L- -- .,. ~
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(EL.11)
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LOT 12
LOT 13
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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
.-
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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.
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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)
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WINDWARD PASSAGE
60' RIGHT-OF-WAY
26'ASPHALT PAVEMENT
2'CONC. GUTTER
WPP
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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.
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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:
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LAST DATE OF FIELD WORK: NOVEMBER 12, 2003
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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
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[7/ , 9/04
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18-3-04
18- I 8-04
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9- 7 -04
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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
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THE POWER REQUIREMENTS ARE:
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PEDEST ALS
POWER REQUIRED EACH PEDESTAL OTHER
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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
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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
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OTHER ELECTRICAL REQUIREMENTS:
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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.
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CAUTION
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TO BOAT SLIPS.
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1'0':" DECK BOARDS TO BE TRIMMED BOTH 51DE5.
I I'. '. NOTE:
.' ALL INTERMEDIATE STRINGERS
I r .' .,: TO BE LAP JOINTED AT BENTS.
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S.5. NAILS (TYP.)
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5-5- NAILS (TYP.)
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OUTBOARD PILE BENT TO HAVE DOUBLE PILE CAP ON MAIN DOCK 5IDE, NO CAP ON WATERSIDE.
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WOODS CONSULTING
RICHARD WASilEWSKI, P.E.
1520 CHATEAUWOOD DRJVE
CLEARWATER, FLORIDA 337G4
TEL: (727) 580--434 I
FAX: (727) 530-3790
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JOB NO.: 110-03
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PALM HARBOR, FLORIDA 34G83
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2. NOTE:PER CITY CONDITION, UPLAND ENGINEER TO PROVIDE STANDPIPE WATER SUPPLY WITH 2 i"
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INTERSETION. NFPA 303, STANDARDS FOR MARINAS, SECTION 4.3.4
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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.
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EXISTING (E) PROPOSED (P)
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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=
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REQUIRED
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HDR
30 UNITS PER ACRE
N/A
N/A
25'
10'
15'
30'-130'
N/A
0.85
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83
LEGEND
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EXIST. ELEVATION
EXIST. CONTOUR
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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 -- - - - - ., - - - - - .. - - - - -
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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
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LEGEND
SECTION 9
, TOWNS~IIP 29 S, RANGE15
E
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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
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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.
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FIRE DEPARTMENT CONNECTION
TEMPORARY BLOW-OFF
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SITE PLAN APPROVED
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CASE TYPE ~
ORC DATE -
CDB DATE ~ 0+
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DATE tD':S J 4,l.r
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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
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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
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FLOOD ZONE INFORMATION
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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
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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
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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
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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.
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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.
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Oescri lion
PER CI1Y
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18I DESIGNIDEVELOPMENT
o PERMITTING & BIDDING
o CONSTRUCTION DOCUMENTS
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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
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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
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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.
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Oescri tion
PER CllY
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~ DESIGNIDEVELOPMENT
o PERMITTING & BIDDING
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THE CONSENT Of THE ENGINE-ER. .. .. @r.OPYRIGHT 2005 NOT PU~HED
JUN 1 4 zaa5
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RAM A.'GOEL, Ph.D., P.E., #47431
COPIES OF THESE PLANS ARE NOT VAUD UNLESS
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WOOD 1::)IUf\jCS
TYPICAL_
------
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------
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SU[3MERGED LANDS
~
------
"
"
PHASE IV
VILLAGE ON ISLAND ESTATES
------
~
~
0-----
------
------
~
------
------
"
"
~
------
~
(1) STORY
C.B.S.
------
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------
------
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~
;7
SANITARY MANHOLE
RIM EL. = 5.46
------
CLEARWATER HARBOR
WATERWAY (NOT INCLUDED)
~
------
------
)Y
~
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------
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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
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/~
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~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 -~~~~~ ----
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4.96
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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.
~~
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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
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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
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PHASE IV
VILLAGE ON ISLAND
I
ESTATES:
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31
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XI
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L-................
SANITARY MANHOLE
RIM EL. = 5.46
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WOOD PILINGS
TYPICAL
~
""-
""-
--
--
~
~
SUBMERGED LANDS
--
--
~
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""-
--
--
~
~
--
--
~
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""-
--
--
~
~
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)
~
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b-,
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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.-.- -,..-' - - ,- -. -,.-.- .~_...- - .-",-..-...-...-,.,-..,-..
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'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 ~
~
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~
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.
\. '~..' :~ ". .\
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:
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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~
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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.
...-....---:.............(---:\
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\.."~,....,....~""'...,,.
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';""
---_.__.~------_._--
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- -~._--- --- ---
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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)
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----
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POOL & DECK UNDER
SEPARATE PERMIT
~
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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)
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- 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
\
-----------~--------
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---~ ----------------- -- --------
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/
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---------
---=--
---------
--
--
LOT 8
\
\
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""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
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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
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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.
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TYPICAL
---
~
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PHASE IV
VIU_AGE ON ISLAND ESTATES
---
---
~
SUBMERGED l_ANDS
---
---
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"-
~
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---
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---
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(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
~
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---
---
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"-
"-
---
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R=70,OO' A=78,96'
CHJJ,=74. 'CD) 74.57'CC
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S CAPE ARCH. PLANS
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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
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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
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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
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NOTES:
1. PER THE CllY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS
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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
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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
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IS REDEVELOPED.
2. FOR DEVELOPMENT THAT DOES NOT
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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
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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
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EDGE OF PAVEMENT
& BASE
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NOTE:
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NEW SURFACE
TOP VIEW
ANCHOR
ST ANJARD DET AL
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NEW BASE
NEW SUBBASE
PLACEMENT OF
SOD AT PAVEMENT
.
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GRATE, TRAFFIC TYPE
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GRATE SEAT
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4000 PSI 0
28 DAYS
14 11 012" O.C.E.W.
N.T.S.
PAVEMENT TRANSITION DETAIL
N.T.S.
~
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NEW BLDG.
FLUSH CURB
RAMP DETAIL
loxl0 W.W.M.
FILL GROUND AROUND
BLDG. TO 3" BELOW
FIN. FLOOR ELEVATION
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MAX. SLOPE 4:1
MIN. SLOPE 2%
SIDE VIEW
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14 sP~ts @ 2-5/16"
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i;:.wj'~~'v RETlCULlNE: 1 1/4 "x3/16"
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PLACE CONC.
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EXPANSION JOINT
SLOPE AT 1/4"
PER FOOT
10: 1 MAX. SLOPE
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.
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NOTE:
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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:
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PAVING
NO. 57 ROCK ~RAPPED
NER W7AAMOVO 45 45 FILTER
FABRIC. NO LI ESTONE
ALLOWED.
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I Drawn By: B.J.V. I
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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'
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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
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COMPACTED TO
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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
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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
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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
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2-1 /2" D.I:~l\.. 52
/- 4" x 2-1/2"ducer
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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
~
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t-
10' MIN.
HORIZONTAL CLEARAN:;$-E I
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GRAVITY MAIN
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FINISH CONC. WALK
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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
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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
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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
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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
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1"
1.5"
FINISHED
GROUND~
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3000 PSI CONC.
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HANDICAP RAMP DET AIL
N.T.S.
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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
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HANDICAP PARI<ING STRIPING DETAIL
N.T.S.
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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
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NEW SURFACE
NOTE:
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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
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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
.(
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...
~~
00
COy
1 .
~"
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~~
~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-
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~~
...~
:!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
-
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t:)
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(/)
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-
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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
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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)
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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
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c::::==::::J c::::== c::==:::J ~ c::::::=::::I
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in ..- ~ ~ b ~ Co ~ Baseline - Edge of Columns
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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 \
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-
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\ )II( jPaVing Type 1./
\ \
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@
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o Pool Area Layout Plan
Scale: 1" = 10'
1) 'f
I
I I
I t
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(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
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r ~ 'j:; 'I 1 I
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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
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4.9' ".IK. ~ I 5.3' I----.. 2 ~ J I 60' ~ ~
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15.3' 7 5.3' }
.~ ~ADELEV.: r ~
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r ~~AD t~~v.: u
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/ ~~6.0' ~~
@ AD i.~FV 1t::J ~h4
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Jr
o ELEV.:
tJ..7
TO ELEV.:
4.85'
~ 'V~C'
J 4.9' ---
5.1'
JJ
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./
-
rt- 4.5'
I rI 4.9'
f7
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\ /
-
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AD ELEV.:
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l------<
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/ ---- ____ -.. f{ 5.2' I
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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
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4.9% Max > $ !
Slope ~ 7 I /Iu
Jrt 4.2
1't.2/
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5.J~ ~
=
5.3
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......
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North
60
I
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10 20 40
Scale: 1" = 20'
+5.36
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'-'--..-~~~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 @
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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
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Scale: 1/2" = l'
White Marble Pavers
White Marble Pavers
Urn
Planting Area
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Field Pavers
Light Tiles
Dark Tiles to
match pool tiles
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Scale: 1/2" = l'
..
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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
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INSTAll FENCE
SUPPORTS PER
MANUF ACTURER'S
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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
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REVISION #4 - MA Y 18, 2005
REDUCED FENCE H[fCHT, NOT
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MASONARY COLUMN FOOTING
I MASONARY COLUMN FOOTING
BPRC Submital:
Date Plotted: May 20. 2005
Date Issued: January 10.. 2005
03540
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Revisions:
& Bldg Dept Comments, May 18,2005
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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
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(4) #5 CONT. BOTTOM #5 AT
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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
'\
\
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"ARCHITECTURAL WORK" UNDER SECTION 102 Of THE COPYRIGHT ACT. 17USO. AS AMENDED
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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
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January 11, 2005
January 10, 2005
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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
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PATH OF EGRESS
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CLARIY TRA VEL DISTANCE, REVISED HC RAMPS
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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.
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BPRC Submital:
Date Plotted: May 23, 2005
Date Issued: January 10, 2005
CONSTRUCTION DOCUMENTS
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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
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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.)
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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)
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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,
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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
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Date Issued:
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January 10, 2005
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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
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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
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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
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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
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BPRC Submital:
Date Plotted: May 23, 2005
Date Issued: January 10,2005
03540
CONSTRUCTION DOCUMENTS
Revisions:
ffi Addendum #3 - March 30, 2005
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WALTON H. CHANCEY & ASSOCIATES
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Phone 850-231-2057 Fax 850-231-3553
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"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
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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
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& Addendum #2 - Feb 14, 2005
& Bldg Depl Comments, May 1 g, 2005
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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
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WALTON H. CHANCEY & ASSOCIATES
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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
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& 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
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PROJECT NO. 03540
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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
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BPRC Submital:
Date Plotted: January 10, 2005
Date Issued: January 10, 2005
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@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
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WALTON H. CHANCEY & ASSOCIATES
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1860 Republica de Cuba Tampa, Florida 33605
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5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
,
( .), 1// /' << 1/')' "
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<!:> 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
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ADDENDUM #2 - FEB. 14, 2005 .
ADD PIPE SUPPORTS FOR FUTURE EQUIPMENT
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DELfT PAD INDICA TED FOR FUTURE EQUIPMENT
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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
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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
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& Addendum #2 - Feb 14,2005
MAY 2 5 70n~
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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
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A_SP
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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
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Date Plotted:
Date Issued:
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TION DOCUMEN.t';
,#,'"",../'
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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
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SEE LIGHTING
REQUIREMENTS FOR COORDINATE
STRUCTURAL POUR AND FIXTURE
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,
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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
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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
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Phone 850-231-2057 Fax 850-231-3553
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"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
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BPRb~1 'bmital:
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Date Plott~~nuary 10, 2005
Date Issued: January 10, 2005
Revisions:
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INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION.
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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
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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
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Revisions:
IA Addendum #2 - Feb 14,2005
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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
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Keyplan
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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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
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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
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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
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,
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.
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BPRC Submital:
Date Plotted: January 10, 2005
Date Issued: January 10, 2005
Revisions:
03540
CONSTRUCTION DOCUMENTS
~22
XREFS:
AJP3
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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~
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L-X~
Q) JUNCTION BOX FOR FUTURE CEILING FAN OR LIGHT BV-X WALL MOUNTED LIGHT (VERIFY HEIGHT)
BATHROOM VANITY
L-~
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
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DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WO~I<S COPYRIGHT PROTECTION ACT OF
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Date Plotted; May 20, 2005
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PROJECT NO. 03540
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Phone 850-231-2057 Fax 850-231-3553
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"ARCHITECTURAL WORI(" UNDER SECTION 1 02 0 F 1H E COPYRIGHT ACT. 17USO. AS AMEN DED
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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
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Date Issued: January 10, 2005
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Bldg Dept Comments, May 18,2005
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WALTON H. CHANCEY & ASSOCIATES
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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
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BPRC Submital:
Date Plotted: May 20, 2005
Date Issued: January 10, 2005
Revisions:
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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
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
BPRC Submital:
Date Plotted: January 11, 2005
Date Issued: January 10, 2005
Revisions:
CONSTRUCTIO DOCUMENTS.;
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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
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
BPRC Submital:
Date Plotted: May 20. 2005
Date Issued: January 10.2005
03540
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NORTH ELEVATION
1860 Republica de Cuba Tampa, Florida 33605
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Phone 850-23 I -2057 Fax 850-231-3553
.;'
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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
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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
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Revisions:
CONSTRUCTION DOCUMENTS
NORTH ELEVATION
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WALTON H. CHANCEY & ASSOCIATES
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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
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WALTON H. CHANCEY & ASSOCIATES
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Phone 850-231-2057 Fax 850-231-3553
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Revisions:
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02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
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5365 E Cty Hwy ~A. Suite 108 Seagrove Beach. FL 32459
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5365 E Cty Hwy 3O-A. Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
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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
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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
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Date Issued: January 10, 200S
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CONSTRUCTION DOCUMENTS
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.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
/ '
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-- ;x:
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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
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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
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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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.
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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
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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
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-
7 -
- - ' '-"'0 ~
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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:
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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
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REMARKS
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MAY 25 2D05
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L, PROVIDE ACCESS PANEL FOR WHIRLPOOL TUB AS REQUIRED BY MANUF.,
VANITY WALL SCONCE
LIGHT
~DRYWALL - PAINTED
\ SEE SPEC.
g
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)TE: FOR ALL PLUMBING
XTURES, BATHROOM
XESSORIES SEE
TERIORS SPECIFICATION
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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,..~
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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
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ij/
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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.___
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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
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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
,~
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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)
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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
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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-
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N
,-
~-
.
T
-
~
1 /" DRESSING
rt 18-124 I
ITA-5l~ 1 'lI
I
I
l1:
9'-2"
I
I
--'
,,,/ N..
T
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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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
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\~. 03540
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- -------_..~---_._--_..__...__._--------~-
Revisions:
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CUSTOM WOOD FRAME
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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
---,--_._,...'------,-,...._--_.._'---"'-' ....,
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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
\>: '
--~-----,----.,........_..,' ----...- --,-_..-
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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
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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.
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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
~
"
~
.
~
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3'-1~"
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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
~,'
.
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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
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03540
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Date Plotted: January 10. 2005
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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
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o 2003lHESE PLANS ARE COPYRIGHTB> AND ARE SUBJECI TO COPYRIGHT PROTECTION AS AND
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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
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CONSTRUCTION DOCUMENTS
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A-411
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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 -
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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
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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
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B
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WD
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AL
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WD
WD
WD
AL
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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'"
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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
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DEVELOPMf.NT S(HVICLS (JEP1j
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32'-1"
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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
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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
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6. ALL INTERIOR TRIM PAINT - SATIN FINISH
7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM &
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Phone 850-231-2057 Fax 850-231-3553
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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
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BPRC Submital:
Date Plotted: June 20, 2005
Date Issued: January 10, 2005
Revisions:
ill. Addendum #2 - Feb 14,2005
03540
CONSTRUCTION DOCUMENTS
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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
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CPT
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CPT
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T
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WD PT1
"___~n _'__
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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
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CPT
VCT
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VB
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PS
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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
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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
~-'""-'~"'~+---~'---
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DOOR NOTES
UNIT DOOR SCHEDULE
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3/A-525 1/A-525
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3/A-525 1/A-525
3/A~525 ~, 1/A-525
_ ~/~-525 1~-525
9/A-501 7,10/A-501
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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
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2/A-501 25 SEE SPECS
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2/ A-525 21
2/A-525 I 20
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2/A-525 . 21
2/A-525 23
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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
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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
-~
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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
- ---- -
\
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I
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",9:",
+-- /\ /1
l1'-4"l
I
/
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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
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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,
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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
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" :>
""T.'r~
Sf:;:
I
I
,
II
I
I
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I
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@)-J
~ HALLWAY
ff\ 10-1031
~V~4. 8
'-72'
\
8
6' -4->2"
18'-1/2"
.
I I
enl
I
16'-Y2"
-=~~~'-{.~- .---.--....----
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~i/~1
I
in
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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"
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'><(< ~'co ~
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10 A-414
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DINING RO~~~ ,
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CB:ill
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LAUNDRY
10-109 I ~
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"
KITCHEN
[BJQ]
.:t, .
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WALl S1Yl..[ UNLESS --
@ 1 OTHERWISE NOTED
I ,
/,
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~.7.7"
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A-414 6>,/ V ..L.IL
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BEDROOM
10-106 I
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ITA..10bJ
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10'-7"
12'-5/2"
17'-8"
MASTER BEDROOM
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MA"$~R BATHROOM
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ENLARGED (FLboR PLAN -
(\
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UNIT D
1
""
SCALE: 1/4" = l'-O"'WrJEN I toTTED AT 24 X 36
"'''~; .;""
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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", < '~~.
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"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
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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/ /'
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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;>~
~~ '~
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f"'" "'"
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=,
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
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LOCATE LIGHTING AT CENlERLlNE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE
CEILING LEGEND
DECORATIVE SURFACE MOUNlED FLUORESCENT LIGHT
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SURFACE MOUNTED FLUORESCENT LIGHT
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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
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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
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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:
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CUSTOM CORBEL SEE
MILLWORK CONSULTANT'S
SPECIFICA TION
CUSTOM WOOD FRAME
MIRROR W/ STAIN GRADE
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RVICES OEPl
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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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
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BPRC Submital:
03540
Date Plotted: January 10, 2005
___..._______.n_____._~.____.. _._._.__________n___.m._ _________
Date Issued: January 10, 2005
Revisions:
CONSTRUCTION DOCUMENTS
"___~___'m' _~'_'_'~_~_~.,_,_____
f--~--,----.._- _'__n ,----~__..' ___,_..___
A-414
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~~~ UNIT FINISH SCHEDULE
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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
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WD
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WALLS
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PTl PT1
PTl PT1
PT1 PT1
PTl PT1
PTl PT1
PTl PT1
PTl PT1
PTl PT1
PTl PT1
PTl PT1
PTl PT1
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PTl PT1
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PT1 PT1
PT1
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TRIM
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PTl
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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
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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
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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'
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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
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2[. -yY-
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P5 I \I:'~
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II
"
"
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TYP'fNTERlOR
WALL UNLESS
OTHE E NOTED
~
I DINING ROOM
[8TIJ
14'-Y2"
~
~
I
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I
I ~. " " '
I
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ITA-111
8
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MASTER BEDROOM
CEillJ
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I
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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"
, '"\
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-~
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15'-~" - A 3 -417
V ITA-51
----'.. II ::n::
I .-
8
P9
TYPICAl EXTERIOR
WALL STYLE UNLESS
OTHERWISE NOTED
y
--'I<-
3'
8'-6"
-
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I
Ln
84' ~"
n
I
II
I
~ I
II
TOILET
~-112
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I Cl I
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I
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II II
=
-
~-
I
4~'-~
I 6 _ 7 A-417
8' 4"
I LAUNDRY
I E-105 I
I
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1 - 11:
2' -oYz"
I I
8
6' -sYz"
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5'
I
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/
, .. .'
.'
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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"
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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
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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'
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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
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4'-7"
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......,
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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~
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PROJECT NO. 03540
3' -~/2.
ill (' ~
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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 \
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.
03540
CONSTRUCTION DOCUMENTS
A-415
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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 -
-------==
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-
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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
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-"'.
2' 2"
-
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/
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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 /-/ ,.
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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
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REVISION 2
ADDENDUM #2 - FEB. 14, 2005
(> REVISED FLOOR PLAN TO MA TCH EXTERIOR
HEVA TlON & STRUCTURAL
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BPRC Submital:
Date Plotted: February 15, 2005
Date Issued: January 10, 2005
Revisions:
&. Addendum #2 - Feb 14, 2005
-,--
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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,
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A_FPl
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LFurn-2
LFum-3
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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 -
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E118 BALCONY T -
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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
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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
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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"
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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
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NR NA
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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"
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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.
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DETAILS " HDWR
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3/A-501 1/A-501 i 2/A-501 25 SEE SPECS
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03540
.~._---~---_.~---~-----------~ '"-- -.. ---.-.-----..---..-
Date Plotted: January 10. 2005
------~------_._---,_..,----.-.._- -- --------.----- -
Date Issued: January 10, 2005
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L-~~
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171
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EXAUST FAN
BPRC Submital:
Date Plotted: February 11, 2005
Date Issued: January 10, 2005
Revisions:
In. Addendum #2 - Feb 14,2005
I ' I
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STUCCO FINISH ON UNDERSIDE OF
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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.
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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
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SECOND FLOOR
03540
CONSTRUCTION DOCUMENTS
A-41 6
XREFS:
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CEILING 9'-6" AFF
~ AIR SUPPLY
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RETURN AIR
PENDANT MOUNTED CEILING LIGHT FIXTURE (BY OWNER)
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CLOSET LIGHT
GENERAL
NOTE S
SMALL SPECIALITY PENDANT
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Date Issued: January 1 0, 2005
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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
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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
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o
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8
/E
Q)o.
01.....
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('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
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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
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CD
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~6TH
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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
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r-..
~
I
en
83'-10"
~
t
I
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./
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"
'....
"
',,-
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'-...,
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/
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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
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SCALE.' 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36
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BPRC Submital:
Date Plotted: February 15, 2005
Date Issued: January 10, 2005
Revisions:
fA Addendum #2 - Feb 14,2005
03540
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1860 Republica de Cuba Tampa, Florida 33605 "
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5365 E Cty Hwy 30-A, Suite 1 08 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
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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
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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
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ITA-101 MIRROR
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ITA-111 --
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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
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6. ALL INTERIOR TRIM PAINT - SATIN FINISH
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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
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THIRD-SIXTH FLOOR
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C 2003 THESE PLANS ARE COPYRIGHlED AND ARE SUBJECT TO COPYRIGHT PR01ECT10N AS AND
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DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROlECT1ON ACT OF
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ROOM NO
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F101
F102
F103
F104
F105
F106
F107
F108
F109
F110
F111
F112
E113
F114
F115
F116
F117
F118
F119
F120
F121
F122
F123
F124
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PT1 _PT1: P~ r: __ P~._ NOTE 3
ROOM NAME
FLOOR BASE
N
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MECHANICAL
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HALLWAY
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BEDROOM
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T
T
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WD
WD
WD
WD
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WD
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WD
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WD
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LIVING ROOM
BALCONY
T
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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
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F113
F115
F116
F117
F118
F119
F119A
F121
F121
F124
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V
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PTl
PTl
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NOTE 4
NOTE 4
PTl
PTl
PTl
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NOTE 3
NOTE .3
PTl
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PT2
PT2
PT2
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NOTE 4
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NOTE 4
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NOTE 4 & 7
NOTE 4
NOTE 4
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PT2
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PT2
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NOTE .3
NOTE 3
NOTE .3
NOTE .3
NOTE .3
NOTE 3
NOTE 1,4 & 7
NOTE 4
PTl
NOTE 4
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NOTE 4
PTl
NOTE 1,4 & 7
NOTE 4
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NOTE .3
NOTE 3
NOTE 4
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NOTE 4
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PTl
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NOTE .3
NOTE 4 & 7
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NOTE 4 & 7
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NOTE .3
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NOTE .3
NOTE 4
NOTE 4
NOTE 4
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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
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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.
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Date Plotted: January 10, 2005
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ADDENDUM #2 - FEB. 14, 2005 LlGTHING CLARIFICA T10NS.
ADDED LIGHTING NUMBERS TO COORDINA TE WITH THE
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LIGHTING SPECIF/CA T10NS PAGES 1 through 4
BPRC Submital:
Date Plotted: February 11, 2005
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WALTON H. CHANCEY & ASSOCIATES
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DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
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PROJECT NO. 03540
03540
CONSTRUCTION DOCUMENTS
A-41 9
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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
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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
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03540
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03540
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Date Plotted: January 10, 2005
----- -----..-----.- .,.--------...---.------
Date Issued: January 10, 2005
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CONSTRUCTION DOCUMENTS
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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
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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
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ITA-I31 RESIN TOWEL BAR .r-----I. 54" TO TOP OF UNIT
IITA=T51 SURFACE MOUNTED SOAP DISP.
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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
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SPECIFICA TION KEY
CPT CARPET
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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
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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 '
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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
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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:
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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) ~-
( -,
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32' , -4" 8' 3' 1" 8' 2' 2"
BALCONY
I G-125 I
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A A A A A B H
THIRD-SIXTH FLOOR
3'-8"
8
I
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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
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9'-4"
BEDROOM
I G-109 I
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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'>....
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!l; ~
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-:~~)t/ ;1/
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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~
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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.
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LFum-2
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BALCONY
I G-125 I
-
~
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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 _ _~__ -
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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
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PT PAINT
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GL GLAZING
S STONE
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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
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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.
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UNIT FINISH SCHEDULE
WALLS
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G101
G102
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G104
G105
G106
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G108
G109
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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
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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
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G1~..~__8'-4"_.l<_8'-0...~ 1-3/4M H
G123A 8'-4" x 8'-0" 1-3/4" H
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PT2
PT2
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NOTE 4
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NOTE 3
NOTE 4
PT2
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PT2
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PT2 PT2 j NOTE 3 NOTE 4
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HDWR REMARKS
SET
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BPRC Submital:
- I
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Date Plotted: January 10. 2005
---...-----.. ~_.,- ...----- . ------. ---..---------.-....---
Date Issued: January 10, 2005
, >4
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Revisions:
I
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A-4
XREFS:
A..FP3
A_Units-2
A..FP 1
A..Units-3
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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
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RC-X
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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
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CEILING g' 6" AFF ARCHED DRYWALL SOFFIT
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CEILING 9'-4" AFF AIR SUPPLY
/ / CEILING 8'-8" AFF 0 RETURN AIR
/
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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
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2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH
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Date Plotted: Fe bruary 1 L 2005
"~
Date Issued: January 1 0, 2005
,-
Revisions:
-
ill. Addendum #2 - Feb 14, 2005
, -
~
~
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-
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
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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
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CONSTRUCTION DOCUMENTS
A-422
LIGHTING LEGEND
~ BATHROOM FAN
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III DECORATIVE SURFACE MOUNTED FLUORESCENT LIGHT
I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION)
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THIRD-SIXTH FLOOR
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LOCATE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE
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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
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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
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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 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.
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BPRC Submital:
03540
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Date Plotted: January 10, 2005
__.^..__~___~__~._.___...__.._.,._..____. _.._.._._..__u... ______.
Date Issued: January 10, 2005
CONSTRUCTION DOCUMENTS
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A-423
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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
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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
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Keyplan
A A A A A
SECOND FLOOR
'1ITA-4 I
X
bJ
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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
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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
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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
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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
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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
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13'-,V2"
-~-~
W.l.C.
~
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MASTER BA THROO
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o
TA-10b
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,/ /~-------, ---------...'
~ /-;>~~ --------", '
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>-
.
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OJ
1 -
N.
1
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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-'
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13'-7"
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WAll Sl't1..E UNLESS
01lJERWISE NOTED
3' +~~-=i3-Yz"-J-~~ 7'-212" ----J-
00 00
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LEVEL ONLY LEVEL ONLY
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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
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UNIT FINISH SCHEDULE UNIT H
WALLS CEILING
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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
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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 &
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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.
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PROJECT NO. 03540
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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
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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
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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
'-.../ '-.../
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.
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ITA-S I
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4'-2"
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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
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1
TYPICAl. INTERIOR
WALL -SlYLE UNLESS
OTHERWISE NOTED
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MASTER BEDROOM
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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-
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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
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3/A-525 1/A-525 2/A-525 23
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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
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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
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S_Col-l
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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 +
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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
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CEILING 9'-4" AFF
CEILING 8'-8" AFF
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ABOVE MASTER VANITY
AIR SUPPLY
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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~
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CEILING 8'-4" AFF
1'/1
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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
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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.
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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
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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
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BATHROOM VANITY
RETURN AIR
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PENDANT MOUNTED CEILING LIGHT FIXTURE (BY OWNER)
SURFACE MOUNTED CEILING LIGHT FIXTURE
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:r> -or- X FIRE SPRINKLER HEAD
SURFACE MOUNTED BALCONY LIGHT FIXTURE
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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
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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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
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03540
ed: January 10, 2005
____._____., _______ ___u___
Date Issue. January 10, 2005
Revisions:
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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
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BPRC Submital:
03540
Date Plotted: January 10, 2005
-._..._,-----~_.--------------- ~-"---------_._---~-------,,----_.~----- -.-.
Date Issued: January 10, 2005
CONSTRUCTION DOCUMENTS
Revisions:
A-427
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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
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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
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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
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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
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--
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
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TYPICAL UNIT DOORS ALL FLOOR LEVELS
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REVISION #4 - MA Y 18, 2005
REVISED BA THROOM LA YOUT FOR DOOR
CLEARANCE.
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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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
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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.
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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
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CH102
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CH105
CH106
CH107
CH108
CH109
CH 110
CH111
ROOM NAME
WALLS
S E
FLOOR BASE N
WD PT1 PT1 PT1
FOYER
STORAGE
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STORAGE
KITCHEN
CLUBROOM
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UNISEX RR
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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
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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"
--
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----
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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"
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ICH-l051
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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
;
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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
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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
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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
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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-- =;
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I
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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
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I
I
1'1 I
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BAR~
',. I CH-l111 _ 2 _
. . 4 i\-430
Ur_ .~
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~'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
~
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II II
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CLUBROOM
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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 ()
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ICH-1051
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ICH-1011
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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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
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January 10, 2005
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WALTON H. CHANCEY & ASSOCIATES
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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
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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,
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ADDENDUM #2 - FEB, 14, 2005 LlGTH/NG CLAR/FlCA T10NS.
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
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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
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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:
- --------,.._--------~---~-----
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C 20031HESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PllOTECnON AS AND
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DECEMBER.. 1990 AND KNOWN AS ARCHrTECTURAL WORKS COPVIllGHT PROTECnON ACT OF
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WALTON H. CHANCEY & ASSOCIATES
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1860 Republica de Cuba Tampa, Florida 33605
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5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
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B A A A A A
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BPRC Submital:
Date Plotted: March 31, 2005
Date Issued: January 10. 2005
Revisions:
M Addendum #2 - Feb 14.2005
/~ Addendum #3 - March 30, 2005
--
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BPRC Submital:
03540
WALTON H. CHANCEY & ASSOCIATES
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Keyplan
Date Plotted: January 10, 2005
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Date Issued: January 10, 2005
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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
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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
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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
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WALTON H. CHANCEY & ASSOCIATES
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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
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03540
Date Plotted:
january 11, 2005
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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1860 Republica de Cuba Tampa, Florida 33605
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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,
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BPRC $ubmital:
Date Plotted: March 31, 2005
Date Issued: January 10. 2005
Revisions:
A Addendum #3 - March 30, 2005
CONSTRUCTION DOCUMENTS
A-432
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ate Issued: january 10, 2005
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3O-A. Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2003!HESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRlGtfT PROTECnON AS AND
'ARCHITECTURAL WORI(" UNOER SECTION 102 OF THE COPYRlGtfT ACT. 17USO, AS AMENDED
DECEMaEIl. 1m AND KNOWN AS ARCHITECTURAl WORKS COPYRIGtfT PROTECTION ACT OF
19'10 !HE PROTECTION INCLUDes IllJT IS NOT UMITED TO THE OVERALL FORM AS WELL AS THE
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
o 2003lHESE PlANS ARE COPYRIGHJB) AND ARE SUBJECI TO COPYRIGHT PROTECTION AS AND
'ARCHITECTURAl won" UNDER SECOON 102 OF lHE COPYRIGHT ACT. 17USO, AS AMENDED
DECEMSEIl. 1990 AND IO'IOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECT1ON ACT OF
1990 THE PROJECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL fORM AS WELL AS THE
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5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459
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5365 E Cty Hwy 3O-A Suite 108 Seagrove Beach, FL 32459
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WALTON H. CHANCEY & ASSOCIATES
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Phone 850-231-2057 Fax 850-231-3553
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DECEMRER. 1990 AND ICNOWN AS ARCHITECTURAL IYOIlI($ 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.
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D TEMPERED GLASS
',-,
'... '~ ate Plotted: Jan~.9ry~~_ 2005
'-";
Do sued: January 1 0, 2005
03540
TRUCTION DOCUMENTS
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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
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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
~-
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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
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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
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TYPICAL UNIT DOORS ALL FLOOR LEVELS
Keyplan
~'."'.""'..'."..' (@.~.",-"
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..................~. ."". ~
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
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CONSTRUCTION DOCUMENTS
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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
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HM
HM
HM
HM
HM
HM
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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
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M
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A
A
A
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TYPICAL UNIT DOORS ALL F' U:VELS
r---
LABEL GLAZE
TYPE
45 MlN
90 MlN
45 MIN
90
LABEL GLAZE
TYPE
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45 MIN,
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NR
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90 MIN
45 MlN,
NR
90 MIN
LABEL GLAZE
TYPE
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45 MIN,
90 MlN
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NR
NR
45 MIN,
NR
90 MIN
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------l
BPRC Submital:
03540
Date Plotted: january 10, 2005
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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
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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
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-------------..--
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CONSTRUCTION DOCUMENTS
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Revisions:
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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
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Phone 850-231-2057 Fax 850-231-3553
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5365 E Cfy Hwy 30-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
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5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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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,
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FACE OF CMU WALL
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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
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(15
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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
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BLOCKING
r- 1%" METAL STUDS
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.
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MESH
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JAMB @ SLIDI
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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
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TURN WATER-PROOFING
BASE UP
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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
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TYPE 1 WATERPROOFING \1\\\,.\.
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BATT INSULATION
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BOARD
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1%" METAL STUDS
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Keyplan
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HEAD
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r- STUCCO SYSTEM
// SEE SPECIFICATIONS
/
/
,-- 8" CMU LINTEL -
x>< REFER TO STRUCTURAL
DRAWINGS FOR LINTEL
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/- 8" CMU WALL
r-- DRIP EDGE
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MIN, (4) JAMB
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---- . 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
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1 %" METAL STUD
@ 16" O,C.
BATT INSULATION
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EXT,
(6)
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x>< SEE SPECIFICATIONS
// /~- 8" CMU WALL
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SET IN FULL BED
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@ 16" O.C, \
12" SEALANT
OVER BACKER ROD -
TYPICAL ALL SIDES
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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
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, "/
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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~~\'\' ~
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- INTERIOR FLOOR SLAB
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FULL BED OF SEALANT
/'
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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 '-.:::,:::~,~
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'-
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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
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SLIP LOWER END OF JAMB
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/~ CMU WALL
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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,
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WA TER PROOFING MEMBRANE
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JAMB @ STOREFRONT
CLUBHOUSE
3"=1'-0"
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
"""''\' ...... ,,\ ~~ ~
!~,: <"~D"-'
;-~. /......, :, (l "V~.' t;......'
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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
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/
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/ FULL BED OF SEAllINT
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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 ""-"'"
~
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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
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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,
~
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J_.
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-
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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
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, ~ CONC. LINTEL - REFER TO
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TYPE , WATERPROOFING
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HEIGHT AND COORDINATE
TH FFH REQUIREMENTS
(~)
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(i
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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
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DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
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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.
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Revisions:
_ --- ------,----_.---- -,..,---------, ----------
103540
------_._------,-- -----------------
CONSTRU JION DOCUMENTS
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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
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03540
Date Plotted: March 31, 2005
Date Issued: January 10, 2005
Revisions:
& Addendum #3 - March 30, 2005
EXTERIOR DETAILS
CONSTRUCTION DOCUMENTS
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. r
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NOTE: GROUT-FILL MTL FRAME
<I
Ll
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NOTE: GROUT-FILL MTL, FRAME
II
I
/
<J ,j
<I
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d
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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
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"\\
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"'~
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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
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'~,
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INT.
, ',,~
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, "
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.."....."
"
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
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, :"",
PREFINISHED
METAL INTERIOR
TRIM --- ------...
cl
LI
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-..;>...~
, . """.,
. . "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
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I
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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
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.-- CASING BEAD
LJ
~'
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<1
"
~..6. :~<
4
SEALANT
PRE -FINISHED ALUM, EDGE
FLASHING SET IN SILICONE
SEALANT
/---- CONTINUOUS SEALANT
OVER BACKER ROD
"
<1
4 "
<1'Z!
'.. :.
<1
.... :..L:
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oJ ./ I' ,
--~----_.--,.-----~-------.-c-~~~ \
..1 "
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4<1
<I
8"
<1
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SEALANT AND BACKER ROD
CASING BEAD
- STUCCO SYSTEM
"
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t ALUMINUM
~,TYP,
MTL, FRAMING,
SEE STRUCTURAL
DRAWINGS
4
<I
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<I
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<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
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," 'N
<J
4
<I
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Ll
<J
<.\
"
"
SLOPE
'J
<I
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"
<I
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,J .J
<1
'/
,/;
/; /
//
"
<I
<I
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<J
"
<J
PRE -FINISHED ALUM, EDGE
FLASHING SET IN SILICONE
SEALANT
"
"
"
.,
<J
4
;.... .J-
;;~ .... .;
<I
<J
<1
d <J
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"
"
"
.\
'"
4
" '1
4
.j
"
"
G t.
"
--- %" STUCCO SYSTEM AS SPECIFIED
SLOPE
-2---
" '1
...'......
Ll<l
"
"
L1
'1
"
'1
\>
"
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"
<I
--- ~" CONT. SILICONE
SEALANT AND BACKER ROD
CASING BEAD
STUCCO SYSTEM
<I
...
4
">
<1
L1<1
LI 8" tJ <1
"
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<1
4 '1
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L.
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4
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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
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0"
tJ
CONC, SLAB - REFER TO
STRUCTURAL DRAWINGS
tJ
q
<4
.J
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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
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"
4 '
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.
<0
. 4
1_ SLOPE~___
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4~
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'/; /://>
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Ll
<I"
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4,4
Ll
'1
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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
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Ll
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4
4 "J
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r--
/
tSEALANT OVER BACKER ROD-
MIN, CONT,
'1
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4
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d
'1 Ll
Ll
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Ll
'1
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Ll
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d
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"
'1 Ll
"
Ll
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"
'1
'1
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4
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'1
1/2" MIN, FROM SLAB OR CRICKET
.J''v'-~-
4.j
'1
'1
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4 6
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d
fl
d
q
Ll
.1
'1
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'1
'1
d
\:---~-
"
'1d
~ I <7
<I
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d '1 "
Ll <I "
d <I "
Ll
EXTERIOR GYP, BD,
SHEA THING
,r- MTL STUD FRAMING
SEE STRUCTURAL
--- DRIP EDGE
~
1-;1>
<I
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'1
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IS t,
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4
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e-
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(")e
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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
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I
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,
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
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Al 2ND FLOOR BALCONY UNIT 0 & E
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11/A-505, SIM,
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SEE SPECIFICATIONS
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({)
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RAIL @ SCREEN WALL
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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
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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
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CASING BEAD
OVERFLOW DRAIN DOWN
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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
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ER ROD AND
TYP, BOTH SIDES
3" = 1'-0"
1--- -.
BPRC Submital:
Date Plotted:
Date Issued:
February 14, 2005
January 10, 2005
CONSTRUCTION DOCUMENTS
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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:~~' ~)... . "\
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RAIL @ SCREEN WALL
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o
3" = 1'-0"
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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
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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,
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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"
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STUDS, SEE STRUCTURAL
DWGS,
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CASING BEAD
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'~- ::K CLOSURE PLATE ~ - ll.~
SLOPE ;a" PER 1'-0" ~ Ii
-- ~ - ~II
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SPOUT NOZZLE, ZURN #Z
IN PLAIN BRONZE FINISH;
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TYPICAL
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---l
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03540
Date Plotted: january 11, 2005
-_...,_._--_._._--_.._------~--- -.. - ----_.._~--_.-------"'..__.._-_._--
Date Issued: january 10, 2005
Revisions:
XREFS:
TTLB
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STUCCO SYSTEM,
F ACE OF WALL
~
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,; /.;; /)::; ; ,
/ // /' // //,/.X
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// FOAM TRIM
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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
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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
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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, ~,
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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"
/
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FINISH AS
SPECIFIED
/'
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, x
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N.T.S,
VERIFY REQUIRED SHAPES
Keyplan
l'
Ll
4
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4
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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
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8" CMU WALL
STUCCO SYSTEM TYP, BOTH SIDES,
SEE SPECIFICATIONS
[71'
" ..'
//.'" ..'
o
RAISED PARAPET DETAIL
3" = 1'-0"
/\
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v
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- PROVIDE 16 GAUGE ALUMINUM OR
STAINLESS STEEL PRE -FORMED
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UP AT BACK AND JAMBS - SET
INTO SEALANT AT SILL AND JAMB
LOCATIONS (TYP).
- DOOR AS SPECIFIED
~
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"- 8" CMU
@
DETAIL @ PENTHOUSE THRESHOLD
6" = 1'-0"
INT.
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MOISTURE
BARRIER
/
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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
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4 d
RIGID FOAM BOARD
DECORA TIVE BRACKET,
TYPE 2 BEYOND
I
Ll <:) /J
:1 4
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4
.j
CD
SIDE WALL FLASHING DETAIL
'<'
.J -J <1]
4
.j
3" = 1'-0"
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-~
!. ..... r, ...., ,
~~. I.''U- \I " " ,-,
j ". ~ .~ "'- i : ..... ~~
ii:w.Wi Wi '''' <~' U"
....... r~"'\{_'. t'
MAY 2 5 2005
&
2
.j
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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
~
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NAILER -
!
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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 ~--
"
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...
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......,-.
",
,
,
',-
. ~ '... '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
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,j 4
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4
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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
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____..~____-~.-..--~~-..-\\./,/~~---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
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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
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JAN J J20Q5
ErE"
4 4 ^
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'-.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,
::.:.::.
//
/
//
/
/
-----....~//
~
"'..></
/ ~'"
/// '~
/ '~
/ ,
~
~
~,,~,
''"',
~~
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"
"
METAL ROOF STRUCTURE -
REFER TO STRUCTURAL
DRAWINGS
....~
...../
N
/ /
z
~
4"
-l ~__
\
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,)
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 ' - ..
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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
.~
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Cl
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en ..
en 0-
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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
~-
-~~
'--..~
~
~~
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'...
"...
,~
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
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W
e
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,
/'
/
~
::!:
.:::l
. '::!:
ro -
:z:
~
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1""_ ",<
~
CAP FLASHING LAYERS (TYP)
MOD, BITUMEN ROOFING
SYSTEM \
'"'
::<"
<I
<I~
<I
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-"
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 ~ '
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CONSTRUCTION DOCUMENTS
A-SOB
2 Addendum #2 - Feb 14, 2005
3 Addendum #3 - March 30, 2005
@
XREFS:
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MAINTAIN HEAD LAP PER
MANUFACTURER'S
REQUIREMENTS
STAINLESS STEEL
FASTENERS AT FIRST TWO
ROWS OF TILE
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! ~"
~"
",
.....,
~::
.
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'-'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:;
.
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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
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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
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z:
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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
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'~":~ 4" THERMAL INSULATION, AS SPECIFIED,
ROOF SLAB - REFER
TO STRUCTURAL DRAWINGS
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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
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-..~ METAL DECK - REFER TO
STRUCTURAL DRAWINGS
rMIN~ r4"~
METAL ROOF STRUCTURE -
REFER TO STRUCTURAL
DRAWINGS
RIDGE DETAIL
3" = 1'-0"
HIP SIMILAR
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~ METAL CONDENSING UNIT SUPPORT &
/ ATTACHMENT - SEE STRUCTURAL
/
/ ~ SILICONE SEALANT ALL
/ AROUND
// ~ STAINLESS STEEL
/,/ / COMPRESSION BAND
/ // ROUND POST PREFAB BOOT
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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
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---------1 "', BPRC Submital:
-.-. < ~----~---_-__,________ _____~ ...____n__.._.____.._
I Plotted: january 11, 2005
---.-------. -,. - ----.-._,-~- --.. -.-----,---
ed: january 10, 2005
3"=1'-0"
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PROJECT NO. 03540
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O~VELOPME.Nl 5tR';:(;if:5 tll:P'
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03540
XREFS:
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PAINT OVER STUCCO SYSTEM
SEE SPECIFICATIONS
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SEE SPECIFICATIONS
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eMU WALL - . - -. ~'-, IlJL
STUCCO DETAIL'ft~~
ATTACHED TO CONCRETE MASONRY
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CONCRETE WALL
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EXT.
~ PAINT OVER STUCCO SYSTEM -
~ SEE SPECIFICATIONS
,----
II .. '7/j-V'-- r-CJj -
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WIRE LATH
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EXl
STUCCO SYSTEM - SEE
SPECIFICA TIONS
CMU WALL
INT. WALL FINISH AS SCHEDULED
--- -.----- LA TH AT DISSIMILAR SUBSTRATES,
TYPICA
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,- MEMBRANE OR WATERPROOFING
MA TERIAL
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WA TERPROOFING MEMBRANE
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HORIZONTAL
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...------- WA TERPROOFING MATERIAL
....
3" = 1'-0"
INT.
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PROVIDE 6" WIDE
WIRE LATH AT '
DISSIMILAR
SUBSTRA TES SUCH
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CONCRETE COLUMNS
TO REDUCE CHANCES
OF CRACKING IN
STUCCO VENEER.
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r AT MEMBRANE
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---------- PAINT OVER STUCCO SYSTEM -
SEE SPECIFICATIONS
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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
//
//~/
/' /
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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"
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USE BACK TO BACK
'J' BEADS FOR
CONTROL AND
EXPANSION JOINTS,
r0
///
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CONTINUOUS
HORIZONTAL MEMBER
(UNBROKEN) AT
FLOOR LEVEL
LOCA TIONS -
PROVIDE PREFORMED
UNITS WHERE
AVAILABLE
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SEALANT @
INTERSECTIONS
EXTERIOR DETAIL
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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
---
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-,- - . ',------..!
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
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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
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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
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(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
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-ShQEL
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(1" PER
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-----."
- 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"
.
~
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t COLUMN &
RAILING
R6 1/2"
.
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- LAP 1-~ BLOCK COURSES
(TYP,); PROVIDE WIRE LATH
OVER MEMBRANE FOR
STUCCO SYSTEM
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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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
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WALTON H. CHANCEY & ASSOCIATES
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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
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1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO THE OVERALL FORM AS WEll AS THE
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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,
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Date Issued: January 10, 2005
---- --- --------------~----------
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Revisions:
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WALTON H. CHANCEY & ASSOCIATES
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_._,...~-----_. -~--_.,------- -------. ...-- .-- .......,--_._.__.~_._' '-
Date Plotted: January 11, 2005
________________________ __H __..._"_.____ -___ . - -- ~"..-----~--'----
Date Issued: January 10, 2005
~-_.._._-- -..-- ._-_._---------,.._~~._-------_.__._-----
Keyplan
CONSTRUCTION DOCUMENTS
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EXTERIOR DETAILS
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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
---~--_.----_.._._.__.._-_. _.._---.._------._-----_._----~--
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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
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Date Plotted:
-- _._.,---_._.~.-._._', ._-
Date Issued:
january 11, 2005
january 10, 2005
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A-513
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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
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03540
Date Plotted: January 11. 2005
..--_._---_._-~.._-_._---- - ------...--.---.... ----------.--.---------.- ..~-_.. -.--.-
Date Issued: January 10. 2005
CONSTRUCTION DOCUMENTS
Revisions:
EXTERIOR DETAILS
A-514
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ARCHITECTS P A
03540
BPRC Submital:
Date Plotted: january 11, 2005
------ '-'-"---'-'''-------'--'-'''---,,--, -- -- -----......-- ---- .-.----
Date Issued: january 10, 2005
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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,
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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
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AT DISSIMILAR
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r- REFER TO SLAB PENETRATION
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it' h~.
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., ~---/
\"...--
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
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)
~
. ;:..
t::- /~
" '.
0- ~.
? .
'.
;:. t_
t>
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/:- ::-
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0)
COLUMN B-1
ENLARGED
1/4" = 1'-0"
3/4" = 1 '-0"
CONC, COLUMN, REFER
TO STRUCT. DWGS.
~
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?: .
CD
"
. ~.'?
*,. :;:.
~' I>
o
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~ 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-
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I
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o
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-
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",-
@
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
::;:.
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/j
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,~
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C=5
CONC, COLUMN, REFER TO
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@
COLUMN A-3
ENLARGED
1/4" = 1'-0"
3/4" = 1'-0"
REFER TO SLAB PENETRATION
PLAN FOR RAILING LOCATIONS
@--
CONC. COLUMN, REFER TO
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- LINE OF COL. BELOW
rr-----L--
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, ;,
'~
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~
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REFER TO DECORATIVE TIM TYPE
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SHEETS A-511 THRU A-515)
CONC. COLUMN,
REFER TO
RUCTURAL DWGS.
@-
PROVIDE WIRE LATH AT
DISSIMILAR SUBSTRATES
\
\
\
\ /
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OUTSIDE FACE OF COLUMN LINE A & A.1 3
ALIGN. COLUMNS CENTERED ON COLUMN
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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/
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\ \
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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
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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
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_____\...J
\
\
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,.
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@
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:~
"
,"- \,
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@
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
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S_Grid
S_Col-2
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0-
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-
...---
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
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/~- PROVIDE WIRE LATH AT
DISSIMILAR SUBSTRATES
0-
\\ \
\ \. %" METAL STUDS
\ \
\ \ 'i/"
,__~ 78 GYP, BD,
---- BATT INSULATION
i;r
REFER TO SLAB
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LOCATIONS
tr
CONC. COLUMN, REFER TO
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%" 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
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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
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AT DISSIMILAR
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;;, ~;
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REFER TO SLAB PENETRATION
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LINE OF COL, BELOW
,-
I
t
I
I
I
I
CONC, COLUMN, REFER TO
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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
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v
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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
.~"
'---------
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ENLARGED
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@
COLUMN B-13
3/4" = 1'-0"
PROVIDE WIRE
LATH AT
DISSIMILAR SUBSTRATES
-\
I
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1\
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I
. I
\ I
\1
't
1',-
I \
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ENLARGED
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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
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I
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,1"
'""
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,
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
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DRAWINGS
REFER TO
PARTITION TYPES
ENLARGED
1/4" = 1'-0"
0)
I
@-
rn
'~-;;:t;",~"
@ COLUMN..E~9-"l. 3
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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
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'l!:'i\'!
, 'E'i.~....INSULATION
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Revisions:
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XREFS:
TILe
Ol
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-q
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C\I
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-<
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BEARING
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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
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REFER TO STRUCt FOR
~ REINFORCEMENT
.~ MORTAR, ~" lHlCK
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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
~
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/Q9QSISI9S/9JOU
., ,
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4~ CONCRETE SHEARWALL
,., ',.(\ .:.:...:,/ , SEE STRUCTURAL DRAWINGS
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---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
~ ~
~
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2 w
t-
<:
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t- ""
o
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~
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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
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q
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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.
-------------
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-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 ,'" ,',',',',. ,...~'\"
~ ,
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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 .
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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~___,.~... ,_..~___._,__~
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EXTERIOR WALKWAY
~- STUCCO -
SEE SPECIFICA TlONS
., .. ,./I, 4', A,
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STAIRWELL OR
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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
. .
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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
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03540
CONSTRUCTION DOCUMENTS
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MAY 2 5 2005 ~
I I PININI VEL PlAENT SVCS
CITY OF ClEARWATER
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- MORTAR. ~- THICK
8x8x16 CONCRETE BLOCK -
CLASSIFlCAllON 0-2
(/)
w
02
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> W
02
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r-- <
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~
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
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4 " ,,<1, .. <:I ' ,<1 '/'" ~ ,
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-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=!
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I 0 ~
~ l=! (j)
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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
//
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//
/ //~/ /
/- ~- 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
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SEE SPECIFlCA 1l0NS
-~
Cl
~IX) I=!
'rj..... -<
r-- 0:::
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,
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ST AIRYfrLL
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<J
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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.
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______ ')()uUUUUUUUU(
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SCREWS, 8- o.C.
DESCRIPTION
@
/- PAINT
//
ST AIRYfrLL
~//
4,
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00
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,4: '''4 "4
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-,
---POURED CONCRETE
--- 3~- METAL SlUD
o 16-o.c.
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~
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)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-- ~~ =~--
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-- 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"
~
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/---------------
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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
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~I <1
U1!
t:::1 '
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,4 ,if,:'--;--- ....
..... l!l, :
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<1
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"~' 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.
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L1 / A /
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5T AIR~LL OR
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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~~~;~' .
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"'~ 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
/"
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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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
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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
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PROJECT NO. 03540
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Date Plotted: March 31, 2005
Date Issued: January 10. 2005
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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,
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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')
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it, ..,' ',"'"",,
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WRncM. saCflOtl
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f., ~, \3;
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",~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
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" ",. '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
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MAY 2 5 2005
A-523
PlANNIN & DEVElOPMENT SV S
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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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 )
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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
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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
,'" (
.,
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'-,
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~
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'''",-
--
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7-5/S" MIN.
t
Horizontal Section
@
BEARING & NON-
BEARING WALL UL U902
l
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-, ,----------'-.:..._--- .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 ~
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,..,.... " .. ......1--- ~
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tfORgQHT AL Sf~:T1a~.
VE!!!.'..c:A.!:, S~CTl~~
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~ :' "-'.n---'---1=f\~.. ..,.,------"~.4 f,...~j.
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.:..:.. ?a" .."\ ...-'..';4 :,';' "
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!!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-----------__
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I____~_---~--, .
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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_____ ,_
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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
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HOUR RATED
SMOKE/ FIRE WALL
WHERE INDICATED)
MASONRY WALL
@
r
;- SMOKE WALL \
/1 \
-- INTERSECTING
PARTITIONS
\
- -~
TWO HOUR RATED-\
FIRE WALL \
L...
.----.=;;;; .
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rr- ..
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14 GA x 12" STEEL PLATE
'--- 3 #10 SELF TAPPING SCREWS AT
EA, STUD (MIN,)
~ METAL STUDS - SPACE AS NOTED
~/
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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
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4" CONCRETE BLOCK
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SECTION @ FIRE EXTINGUISHER
1-1/2" = 1'-0"
, l~
~~
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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 .
\
,
~
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'1:,-1. / ~I
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\
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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
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00
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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..... ..'
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~,
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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
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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
@
~
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\
\
\
~
INTERSECTING
PARTITIONS
~
V
I'--,~
"~
4" ~
i- MAX- ~
I
t
>=' .-------
u... --/------
0::
~
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<..:>
in z
N Z
u..: l.LJ
u..: CL
<i 0
....J
. ....J
0 <(
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^
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
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/- 4" CONCRETE BLOCK
/'
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(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 ~
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FEDERAL FAIR HOUSING REQUIREMENT
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CON'5JRUCTION DOCUMENTS
,Date Plotted: january 10, 200S
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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
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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
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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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
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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
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PLANNING & DEVELOPMENT SVCS
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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
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2 METAL STUDS
SCHEDULED TRIM
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2, COORDINATE HEIGHT OF TUB PLATFORM AND SLOPE OF DECK WITH TUB MANUFACTURERS
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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
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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____'_____... ___ __m_\_~3~~~___ '____......_._~,__
CONSTRU TION DOCUMENTS
. -TYPICALI~ERiOR DR~ IT
'---_.~-.._---~-_.- \-,,- -----..-- -----------
Date Plotted: january 11, 2005
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Date Issued: january 10, 2005
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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
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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
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CONSTRUCTION DOCUMENTS
TYPICAL INTERIOR DETAILS
A-526
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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
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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
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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,
:.....
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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
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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
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METAL CONDUIT THRU GYPSUM WALL
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UL WL 1095
1-HR OR 2-HR
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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
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PROJECT NO. 03540
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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
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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
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F Ratings -1 and 2 Hr (See Item I)
T Rating - 0 Hr
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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. ,/-:~-
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<<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
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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
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CONSTRUCTION DOCUMENTS
PENETRATION DETAILS
A-532
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SECT10~.P.a..::,A
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1. Floor Assembly Min 4-112 in. thick reinforced lightweight or normal weight (100-150
pcf) concrete.
141
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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:
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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
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SECTION A..A
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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
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CONSTRUCTION DOCUMENTS
PENETRATION DETAILS
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XREFS:
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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
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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
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NOTE: FOR USE WITHIN A WALL CAVITY ONLY
CABLES THRU CONCRETE FLOOR
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@
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
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F Rating - 3 Hr
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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,
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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.
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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
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PENETRATION DETAILS
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PROJECT NO. 03540
XREFS:
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System No. W -L-2088
F Ratlnes - 1 anel 2 Hr (See Item 1)
T Ratlnes - 0,1 and Z Hr (See Item
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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
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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
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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.
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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
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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
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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)
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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
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BPRC Submital:
Date Plotted: January 11, 2005
Date Issued: January 10, 2005
Revisions:
A -535
03540
CONSTRUCTION DOCUMENTS
PENETRATION DETAILS
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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
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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. .
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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
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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
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PENETRATION DETAILS
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WALTON H. CHANCEY & ASSOCIATES
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Phone 850-231-2057 Fax 850-231-3553
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WALTON H. CHANCEY & ASSOCIATES
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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
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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
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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
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03540
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
Date Plotted: january 10, 2005
- _.._________. ..'__,____,_________.., __,.,_..______.____ ____ - ___ ..u,,_,___. __.. _
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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
.._-,---
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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
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BPRC Submital:
WALTON H. CHANCEY &. ASSOCIATES
ARCHITECTS P A
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Date Plotted: january 11, 2005
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UNITS EXCEPTION ALL UNIT ENTRY DOOR
TO BE STAINED SEE SPECIFICATION
NOTE: PAINT GRADE FINISH
Revisions:
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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
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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
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A-548
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
Date Plotted: january 11, 2005
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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
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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
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5365 E Cfy Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
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DECEM&ER. 1m AND 1tH0WN AS AIlCHrTECTURAl WORKS COPYRIGHT PROTECTION ACT OF
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WALTON H. CHANCEY & ASSOCIATES
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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-805
C 2003 THESE PLANS ARE COPYRIGIirED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORt:' UNDER SECTION 102 OF 'THE COPYRK>HT ACT. 17USO, AS AMENDED
DECEMaER. 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYR/GHl PROTECTION ACT OF
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WALTON H. CHANCEY & ASSOCIATES
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o 20031HESE PLANS ARE COPYRIGHTfD AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
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..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"
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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
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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'
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Descri tion
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LANDSCAPE PLAN PREPARED BY
CHUCK BUTLER
BUTLER'S NURSERY, INC.
7011 75th. STREET N.
PINELLAS PARK, FL 33781
17271544-0445
FAX17271541-5027
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HABIT 4~ MANAGEMENT AND
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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.
~ ~
~,_. _._. -.-.......~~,-
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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.
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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
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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
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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
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Wire Tie
~
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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
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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
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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.
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SUBMERGED LANDS
PHASE IV I
ON ISLAND ESTATES I
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R=70.00' A=78,96'
CH1),=74, '(D) 74,57'(C
CB=NS o42'22"E(D)
CB=8 5'44"ECC) t
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SANITARY MANHOLE
RIM EL = 5.46
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BOAT SLIPS AND BOARDWALK
TO BE PERMIHED UNDER
SEPARATE DOCK SUBMllTAL
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SANITARY MA
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SANITARY MAl
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INV.EL.= 0.3(
INV.EL.= 0.5<
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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)
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WINDWARD PASSAGE EX. 2" GAS .
60' RIGHT-OF-WAY
26' ASPHALT PAVEMENT
2' CONC. GUTTER
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SANITARY MANHOLE
RIM EL = 5.48 ,
INV.EL= 1.87 NW ,
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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
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I Drawn By: B.J.V. I
I Checked By: H.G. I
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01/10/05
Descri tion
PER C/lY
PER CllY
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o PERMITTING & BIDDING
o CONSTRUCTION DOCUMENTS
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LANDSCAPE PLAN PREPARED BY
CHUCK BUTLER
BUTLER'S NURSERY, INC.
7011 75th. STREET N.
PINELLAS PARK, FL 33781
17271544-0445
FAX17271541-5027
,
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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.
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27.*. .~
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.
.
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....
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. 11 .. 1 ..
. 11 .. 1
.. 11 .. ,
12 11 .. 1
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. 11 . 1 .
.. 11 .. 1 ..
. 11 . 1 ..
II 11 . 1 ..
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11
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10 11 .
11 . . 1
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ao 11 .
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V8fIWf N.LClRClUn WITH amwt~
.... fIIIOfl1O ftDUII+4N NID IDNIf Ita
MClUIND IIOR M:H UIIT.....
.... AU.1lClUI1II8iIT
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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
~~~~
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III lIJ TYPI~
SIXTH FLOOR
~
~
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~
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h
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I
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7
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;
[!] []] 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
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~
(8HIMr TRIP tMlN NO. ~ 1ImII_.... IIlfM'lCAlJ lEE ~
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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
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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. ..~~
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_~_ J r~~ ~ ~ ~.~ l_ 'l_
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~"- <tT
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~
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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\~
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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,
~
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PROJECT NO. 03540
r
\/EItFY EMCT WIN: flEClJlfBoENTlI I
WITH \'ENXlft DftAWlIDl N6) ADJUlIT
,. ImJIl&)-lYPICAL BaTH
B.EVATORI
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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
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THIRD FLOOR
ELEo-\HlCAL POWER RISER
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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~
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SECURI TY SYSTEM HEAD
(FUTURE INSTALLTION)
ELECTRICAL CONTRACTOR SHALL
PROVIDE 3/4" CONDUIT TO ELECTRICAL
ROOM WEST
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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
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0"
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2ND FLOOR - MECHANICAL
3RD FLOOR - ELECTRICAL
4TH FLOOR - STORAGE
5TH FLOOR - STORAGE
6TH FLOOR - ELEVATOR EQUIPMENT ROOM
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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
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SECURITY SYSTEM HEAD
(FUTURE INSTALLTION)
ELECTRICAL CONTRACTOR SHALL
INSTALL 3/4" CONDUIT TO TV
BOARD
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CONTRACTOR SHALL PROVI DE 1/4. SCALED
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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.
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NCiINffRINCi -f-
ROUP INC, IN'1"BRNArlONAL-
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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
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MAtI EL.EC1AICAL ROOMS
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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
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ROUP INC. IN1'eRNA1l0NAL.
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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
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HPA-161 3#12 1/2* C.
PANE:L PO'JE:R
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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
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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
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MAY 2 5 2005
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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
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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.
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