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FLS2002-07054
FLS2002-07054 LINDLEY RESIDENCE 1 032 MARINE STREET 11V HUM 3:)NV<nIO"V NI 39 ,,~^' - .P~ .:\~I3I~~ N':1/cl3Ll ~__u~~ (ind) M/~,09. 3nN3AV 3N1wn . ' (0731.:1;: 133HLS 3N/~VJV h50 ~ (j- z:- OQ C s-;d :LnAcJ dS't/ Bum ONOQ . ,.: ,,;.t I~ rClio, ~ -t~ ""0 qC) t;~ -t_ ....C) $))f'i ~- R~ ~. ~ ::00) ~~ C .... IOQI ~ P ~ {;J ...;:;. , <r Ii r.. , .. ... I I IJ JD07B 'g, J.Ol 1 'IJ(X) AIS U ON) 1 1 If:J ."'t#' OIU I >f1YM I 'I QNOQ' I I ~.: !! ,~:~ - ~.I:~ -. " I -cC!i ~~ ."'t I : ~R ,P . . ~G : (lY7d U3d) I I .. ...: _ ~~L -C -'~i.". 1 .(/"1, .t1Cl(Od Ooatf 03lJ3r1tJj'" - ,~. '. , .0'" t--- -::-,ffi- - ---- ~ DGJ.,OOOM " t: ';.,9. · :.It '" '. . ~'>lD078 91 101 ,01' 153M .. ~ "t lI3J.YJH 'llil"U 'J1tI/J 700J .o'1JZ :<: C) C) . - - ....:... - -...:i.. -'-f- -----~-- ~. ~rOI# '3:JN3aIS3~ 3JVVY.:/ )'~OlS OMi ',,',z NOUJCJCN 31Ml:J ~'<< I\) -t: <0 ~~ ~ >10018 .' BJ 101 , . ~ "- .,-~y ,,,. ~ - -;C'il - YONVia1 >lQ30 dOOM ..' . , :,. , . 1:. . 'l":'t. . .~ . , v" . (NOIJ:XIlIJSIIt1I1JaY(1} 3:JNJJ 00QIl. . . " ....::...- . .- . '.:. . _ _.L,;!! _ _ .. . >KJ3(J QNoQ , L d fI.-:::::::.r/ d , S3N17JI3MOr/ r/ :rot: 51 . ~, otU ~I .' '-"'---.:..... ~.. r/ (N),og r/ r/ r/?;;:;;d~r/ . J 7!;;r:::d r/' r/ " J ~ 'rFJ . (W'lY-8i.OO'(JvI (I'i/3..fJf.flfI.6B'S . (1f11cWJ p:JN3J 'dOOM ,9, I - t 'd. .1N31Y3SV3 S3l.U1un :Jr18nd "J; .''0 NO-3:JNU oQ:w :JCXUl .foA,o, r/ I .a III, .' 'VOIW1:I 'J.J.Nnoo SVT13Nld .:Iv S(RJ(X)3U iJnsnd 3H1 .:10 . lSVd _~~, ~B ,lY1d HI 03aUOO3H SY 'NOll.JOOI/ ~ AMi (}NY ~ ' 11 ~-'''-- ;~y#~~, ("'"' c0-' .-S,. ~ -zj 0 'if~'V" 16 '" J, -----~-----. hso ~ (2 - ~ 0 c> c;:. S 7..:::1 0\ ' ~(!") '.Y >" ~~C),~cJ ~ (1'\ \~ . ./ oj.. ( ~o<t) fl6) l'3 f'! J; 1032 Marine Street - Clearwater. Florida View: North Purchased 8/00 Extensively renovated Garage replaced 1995 With no apparent Concern for period correctness ~ Six of the following pictures were taken from the roof of the main structure and depict various angles of the yard and current garage. View: West Side yard rL c; .:.2-.00.2 - 0 '7 0 !!if , , - ~ ./7><...-' ~ ::; ~ ~ -- ~ -l- ___ -:::. ___ ___ ~J7----:~-- :~.~; .. ___H// /~_ , , " ----.------------------ - / pJe~ >I~e8 lIlJON :Mal^ a6eJe6 6UIlSIX3 lIlJON :Mal^ aJenbS-Jno.:l Ue~IJawv SZ~ ~ lsaM :Ma.^ Neiahborina Homes 1019 Marine St Home with 2-storey Garage/rental apt, 1150 Marine St 2-storey with 2-storey carriage house/apt Edgewater Drive Single storey with 2-storey garage & 2 apts. View: East Side yard Park strip View: S East Side/front View: South Multi-unit Apartments <; ~oO ~ - ~ 7 () '5'LI II ~~ " ..../ ~ ~ f"~~ IIIIIIIIII/L- -=_ :~'~;~i:~'~ . f,-~c:L:";~Y~"':- [ffi) ~;-:c,~"'~. .. ~;Ji:>:;~;:~~~: '.'.-':,i- '~~~~;:;~~';i{j:{~{~G~~~~E~r~:;~l;;~~~~~~-"',-:- --.~-~~~~~~~~~.~-,: -.. - :~-...-:.::::::-'-:'".~'-::="::;'::":':;~"::~"""--~-:-'''' _....~~.~-.:.:.;;:~.:.:..-::..- I ....' ~ ' '-'-._-. -'~-' - - ~ ... I ~ ~~ i:::: i~' . ~ r v1'.,.A, )~I~ ..,..__,..~,.....~-4hr- I, ED !~I I .:/' F ;/1 ~-- _._,~_...__ ~[i T . '~.r [ .r" ..,""., ,..~,.,' , \ ",'J". .,~ r 'r" ,., '.- -. , -, ..; . . .. 1" ~ . '- .~-' 'r"'-"'~" '~'f" Jttt"[][ l ./ ,," /" " /" , J " .1/ 1 ([FRONT ELEVATION SCALE 1/4" ""'~"7""'"'""7'"- ;-// ./.,.,/ /s' '$7Pt;,G./ff.. c fLIIA'f.., ~I "Z (f{,J~A !2A-F/1!e --z. '''tUIl ,..'. . 1'';0''[ ./ \~C;;fO~~'~~1=n:=e , . ..:-z:,'Z. ")(.'4" ' -F'"113 Y:::t?'G.t.: bS '$oS ~\ I N{;.:..(,.t: .....~ ~,/ / 2. ~'t 41'(! o.e . .-, ~ '2. '~al'tz;~jo t::.l.. _'.'Jz.~~r; t:i1t. B:.:'i-~..tif'>. u;./E.~ w\':'i',t'<:;c..:'-iQ': (;' I \5lXiE'!. 'If.. \ l."c;1.C, IN F'I ~c..n ~. H "TSl la:? ((p'oP, /',.,.. ......~,.~. '. \ ~ 7~/$"'~ . /' ~..... ( .. ....... - '~ ,. .-,,~ /"'" ,,/ ,/ . /'.,/"", ,,/., /.r "-:"---"D<::=>f2.M~e. 'S~~ --.. '~'~41i~f:.o~i ..IRIGHT SIDE ELEV A TtON' SCALE 1/4" =1'-0,,1 " ~' ...~ ., ,. 1t 1 'f ~r ,- . t:;; r'Y_IJI!:VI':Ef,"~ . ,..."./~c- .....UI! -- ~- ~ "l' ~ ~ Fl8~tAS$ $1I111~ ) ~1oilIrV~ ...._--~_....."'. rf _..- ..-.... .- ... I ~~~-~ ..-.,~ . /''', I ~ Y // I j' /. ~-. ," --:~..... ----..-... .-..... ........--...- .. -....... ...-. ..-....., .- .... ....-.....-- .. 7 .~r: .~.~:.: ~.~.:.::..:~:.~:7:..::.=.7.::-~:-..;:-.. _0' I -"':"-":":::-=.';':-:';';-":':~'.' ;:'::.=.'::'.:-;.'::~-.:' .-'-.." . . :s.r:T ----...........--..-.---..-- ~~F~f?~{~~W~~:~l~~c"' ~. 4: ..... ....... ....._... w_, ........... ....._............. ___ -......-.. ... ...... -.....-...--.--.--....-.--...----. _._ _''''..,n,_''w _.._.___,_...._ ._.. _..... .... ...._. __ ._.__ ._.._..._____ . n'"'_'" _.._.... __..,.._ _ ... _.._.._._....___..._.....__.__ ... _ --~:~.::;Ir~:lt[~~~2~~jr{;~}r.];SSl~}~~+~~.~~ '.'..' ., ~ ...~ - ._~.._. -~...._. -.----- '. ..,~.. . : - ....- . ' ; ~ - LJ - t- ;:::::=:- ,',/ // ; ,;... . / .,;;. ..> 'I' /// ./ / // ,./ - (4 , ,. r - .., , ~.~ AA, ~ .} ., .\ '- ,,~r,(t r . at:v, ......., -'" .~ 1. V;/l.IllIIII,_Mm'lIi\tlliE\lllrJIiIlio.'Il.~~~"",,-_ .~. I , 1"~lrlPI I :Z"~wl( ,V2."r.M, "btl ~-'E!W$ 7/11(; G,o,. . $:.'4i~S'r..u.tt~~'. ':, -- ' . - 'PLvlM'BI'p.x.;~(~ f;~' PI ~ ~ ~ .~ ,/ " .'iI" .' .' /" ..'~S~U It . ,,"" I' ,/ / " ,- -. ('" ,,' . ~ ' "<'.._~ ~ "',f r ,.."'. ': ~'V'/ ~.' Fi8~ -S1l1"U-t;S """,.' ~1~,,,... 'r," Windsor Door Company , ". .' ~~. '" Models 424 530, 535 426. 450, 454, 550 430 Florida Buildina Cod. . - Design rest Exposur. Pr.ssur. Pres sur. Calegory : f~~ f:~~ ' 18 / .18 24 / .27 19 / -21 29 / .32 23 / .26 34 / -38 . 3D / -34 45 / .51 ' 27 / .3D 40 / -45 38. / -40 53 / .80 31 / -35 48:/ -52 41 / -47 62 / .70 45 / -51 61 / -78 15 / .17 23 / .25 18 / '20 21 / .30 22 / -24 32 / .38 29 / .32 44 / .49 25 / -28 38./ -42 34 / .38 51 / .57 29 / -33 44 / -49 40 / .44 59 / .66 43 / .48 64 / .72 15 / '17 22 / -25 18 I .20 21 / -3D 21 / .24 32 / .36 29 / -32 43 / .48 25 / .28 38 / -42 34 / .38 51 /-56 29 / .32 44 / .49 39 I .44 59 / ,65 43 I .47 64 J -71 'l .\ .' I /' COOt Size Height x Widlh (ft) (ft) (mph) 100 110 120 120 130 130 140 140 148 .100 110 120 120 130 130 140 140 146 100 liD 120 120 130 130 140 140 146 8 8 It C 8 C 8 C C 8 8 8 C 8 C 8 C C 8 , 8 8 C 8 C 8, C C (mph) 99-8-031 100 99.8.032 110 99-a-033 1 150% 99-8-034 '1 '50% 99-8-034 11 150% 99-8.039 12 150% 99.8.034 11 150% Non. Non. No". Non. 99.8.031' 100 90.8.032 liD 99.8.033 I 150% 99.8.034 11 150% 99.8.034.'1 '50% 99-8.034 II 150% 99.8'034 . 11 150% Non. NOn. N"". Non. 99.8.031 00 99-8.032 110 99..8-033 100fil150% Non. Non. 99.8.033 lOOIIilI50% Non. Non. Non. Non. Non. Nun. Non. Non. WinQ.P8ed y ;///' ;: ~ t/ /. , . I '7"t'~f~ Up 10 9 ill .. I- - ".-..; ....ii__-... '- ~ , ,'1. .1 5 Y.E'P!:.IF'1 ,., ___ _ h.._ ~'...."'~ .~. - -."-~::-::::_~~~"!"~Yl:'.~~l$'.;1~~.~~~.~~r:~.....'O~.~~::::~-::t.~t>~"tI.~""'r~ . , /f . './( , . /1 '-'.I~/ . ,/ ~/'i , ' .,~ ~""---'/~Tr~ .u' -- . .....'O.P.L'-?iiZ:o--,~.0!LU .. ,< ;J' / // ~./ /., -" ,., / / "t' .' , .,.......-- / / , ~.. / !REARELEV A nON SCALE 1/4" =1'-0" I , , I. i I :/ ;11 // ~ {/ / " ~ (. '~~".s"'c1dCO ~IY w,el! r From lOx' through l' x. 18 x. IAsSUmptiOns:, . Calegoty II, r in end Zone, Roof Height of to 25 ft. ~~~~'t~ r CloOl... r.m. ~"-TIIIoCIC "~.OOIU~ 1I.oliQI0IlTl4_ " Tl4 ~ - ~- gg~ or '''''!1 .~" 'x7') I't~;~ W .~ , <( DL >- < W : ~ -' D Z LO~ D ~ LOr:<) -' Z \-\:'..0 <. <(Wt0c() OLWc<JciJ 2 <(e::---10) a ~mLLN a · e <(wDl---- DLDL ~zUJ\:'.. a ~ N oQOL\-\:'.. DLL <(<('-" Wz D2S .. UJa ---1 OLUJ <(C\l<(~ a~ \Ll:: OLrnUJ::r: aD ~9d~ OLD \L< t ' ~"<-41'~ .:J'f q- -~(Q - :J In -1-0 -J=~ 2 00 CD. -~I' ..IzR c(u. ~ ~ (I\..J . W ..:~z. .,<t~ wOO ... :r: w 21-0 u.t!) Wo~ U ffi g, . llJ - 2,,:J _.:::::: llJ >wu. ~o ~ / ......---......-.. ,.~~............_..__........_-~~~...__..._------- /'... ./ \~. , .... .".....,/ , . .~...Y I ' ", ,'. . /.,-2~~4'.'Bl...Oaln:~& (3t;:'T~ft.).~l'-S'G.fS. ....~ . LEFT SIDE ELEVATION seA ~E 1/4" =1'-0" SBe Doors Design Drawing' Windspeed Pressu/. (+/-). (psI) . 28/-29 35/.35 28/.29 33/.31 33 {.31 37/-4' 33/.31 None Non. 25/-28 3' .35 24/-21 35/.39 35/-39 35/.39 . 35/.39 Non. None 1[,,' I '/Z-lOIoII ~ IOlJ' II ,..,,~,~. c.ac;r CAl.'I. STUL m.- 8RACXEf "-'TtRNAJI CONS11M:l"QN . ~ = ~'r='~ I'IO<OOl 0f'1llK.0L 5$11 CVoSS uGHB, . uStIG (ZI STlIIIIl ',....tV... : (SE! DEr~ H ~ ' ~ r~ ' T ~ ~...':.'"m>>va ~ m1.L 10 IVU. I ...... ' ]O/'~.~~""J[I" ;:~DOoIl"""7/'..oo..l_STOI. J~' t---~ '--2CI!"t.......... ~ .. T1RfI STElL 7 e,.u. ': I L-.. ._ I I ~ :om DErIl.S C .. 0 / . ,I' (oau.. CNl) I - -L I +"ll I." ,om _rs -' '. I ~ u" ('o'x1') 1+ (;oOliC CloOl.~ srm El<D ~) REQ'D. COllal $lUS~ "-1'tIWWI COltS11lUC1lOll I- . I ~ HIHCI All'ACliD "'" (.) 011 1~0 so. lit. NIH. (S ~_ ,UStIG (ZI STRUll,- L~ -; r--' (I) SCllf;VoS. SEI otr.... C. T.... OPEN AlItA) .~ ~ s"'" r~~~ .,' ~ - '~~!~~~(i !"--~ : ~~ -c;r.t '" It: I 3/.- POLYSrtRENr ~ \ ., "'S\.Ul1OIt 51_ r--' f lJ;;;,,!T , .:r · -~~Tr\^>> - "= ~ .;" =~ s- ~t' (SI<CU CNl)~ ." . II-l/l",21"0A ~. ~., ~ ~ srw rA5lOilJ) TO '. 2.' HlGIt P.-. - -1' ~~...wf;ffll+' ~ UrO'~ ........ =-EHO snu: ~ . P "'" lOC-\.-LCCS. , ~~ :mn. LOItlI H(ll HEAD SlU' POI ....a 1<<11 H[fDflI - , ,~ ~~.)lMll tI<O SI1lfS. ~'tf ~ r:w; ~ sru:) 011 Zl] ~ tI<O ClP7- t:t >c;. ...... ~ ~c.<<WOOQ.L: -~~~.~~ ~!~~ .... "". ~ . , ...... ~ (;oOliC G.lL~. STEEL IlOTlOII 0IlI0<tI' Sl1lI ... ...... /' f,T~..\Wl'gr~ !> All'JQtEJI "'" ~ s7k.s (,t' x T). .:fr~~..r;~- :r~~~~CII~ "'X1'.uocroo o-r-r .~.d1Ui..X1' DETAILS "- '0 (;oOliC 'c:.ur.'1l B: n....:.c ~ sa _..c lOA QUN(IIlY 00IlA SlU' CIAtl.U/OQ J j ~ IiIII $fI.QC.' ~_TO lIOOO......llt WlIIl5/'" x I-I/l" SECTION A-A ~...~m.r. 11 i== , PIN: . VG sxws. ~~,,~ ~r:aflt - . . " o. T - WILLIAM T, LINDE:,IANl'I, p.E, IV. Ii p,g. lOX 89IS KaIU uIUSS SP€CIf1EIl CIIltIJl'I05I'. .' UTlU: ROC1C. All. .ou. rASTlltOlS .OIl( "0"-1' . ~ e~"1""i"3 EIl.i~ ' . ~ WINDSOR DOOR' 7%Z1t j CiI 'i't..':!f;t.~ :g-"-1lOl.~ ~orlh CJ.~' .. l_i;'::" N:). 19422 1..11, DFTAIl C LH. ~ . " , ~ + _. + _ 1;3; :,",::."O~~ $\(..t 501) Sn-1872 + - + - C;,"""'::!, FI. 3~711 llOOELS: '''-<r" '1'-<r" +> " -31.% . .".1 I...u jt(:j2~) Z?2.' 00., ~ ,0' 0 2'J7 2/9/00 I ~ . 424, ~30" ~3~, 428, +50,'+5+, 550, 430 oobRs _ ClII THIS OAA>\ Ill! HA\IC llEDt ~ TO _N<O !liE PAfSSURES .. PART NA/oiE: IJSItD It T~ ~ -llIi IS It COIoi'UNICC WllIt nc 51_ 6U1.lliNO COOl: FOR - C , 549A - II 110 _ _ 011 11 Bii..u lid .IIIllf 11 _ AOOf' HElGHl' r# 15 fT. 11 AOOf' Pile" . W1NDLOAO RESIOENTW. STEEL DOORS CII(I\ltJt 1lWt 10 owes. ii.o nc IlOOII l.OCIJ'lII F\JU.Y It 1li[ 0t0 ZONE r# 1li[ B 1 ~49 .' ' . Tou:/V.NCE FOR " 0 llPH I SO" ~ 011 ~"- EHCIHEElt lIUST _ ., 1li[ 000ft IS sUlTAIllt FOR . 1 "9 r) 01HER UlCAIlOItS. """ " on '-'-If),~' ~~ ',6~; OOOAS SIoUI.I.Ot THNt _ SItOWIl ..u. ..,!liSTAHO lflllll<CRWEll SllC PFlESS\JllE'Lo.>os. : 141 J ,_,'_H) (~ N4. * " ~..~~~ ~~IS"W/Wl~~S=~ 1>IAHTlt( ORAWlNC NO. wAS 10199J-l0 REV, E.C.N. OAT! ""PROV. ~f @ =:Ig Ciliii rest Pressure (+/:) iosl) 38 / -44 50/.55 50/-55 l. 55/-61 50 .55 : None . Non.' 37/-41 52/.58 52/.58 ~ 52/.58 52/ .58 . None Non. 2 CI 25/ -27 29/.33 27/.31 Non. 27'1.3' Non. Non. Non. Non. .411-4S Non. 411.48 Non. Non. Non. None - UJ~ Wl DI u ~ C aI .. I I D - . 'a c . 1J - II . IE - 2 - ..I c( IL NtXI' LEVEL J ~J795 DW,G. NO, , 'II 99 6-034 PLOt. fo<iY ()RH~Dr r SHEET I 9F J ., "" Q) Q) 1: U) M I CERTIFY TIiATTHE STRUCfURE AND APPURTENANCES DESCRIBED ON THESE PLANS HA VB BEEN DESIGNED TO BE IN CO~UANCE WIlli SECTIo.N 1606 OF THE FLORIDA BUIlDING CODE 2001 . ENGINEER OF WORK;. ' SCIENTISTS & pNGINEERING THIS PIAN IS CERTIFIED FOR STRUCTURE ONLy'_ 1310 HEATHER RIDGE BLVD,' DUNEDIN, 'FL 3469& VOICE (727) 738-9025 FAX (727) 738-9505 PAUL E, HAGLER M.A, P.E, FIA. REG., 20158 .., I. E o o c... ..r: 1J +J Q) CO men ~ rt) ~ rr. ::> .c Q) 0 cr..., m m CD Pv 5(1) o co U-o ,~ E ELL co C Z ,- -0 o Q).' U) c ~a ~. \t- o l" ~ N -, ~ .\ '" N 't- ... ... I .~. -I ...... ... .,...... 1/ / / / 1 g, '..t., I' z.4'..t: " t '2.. 4 :.t,,, I" f . . ,~ __..' '. ...,.,-.....,.... 'H' ..... ......... ...... ....,~ :-'_.- -" 1-'- "--'---'-'-"'---/' ._~t't:t':l. ~:........_'t':;~~!~"", .,;.:.::...'t:.:;.;.~~:;;;:'::; ::::~"',~;~: '::;:..-:::;;'-',:t:..',;:}. :,.,..o:.,,:,.,...I.~.',",..( ~l ~ ",-,' .,., -.,"','---, "', I:~ """ '" " '-"": r<<</'/' t " / / // / h1 . ~ "'i'. '" " <'" ,,: V~. 1"- '" ". "" "- .. /:.. // / % / . /7 ~.--",~"'i"'-.,'-. ,....,..",...,>,,>~~'.~'\""~K'\i'.~K ///, /~/:/ ." ~/// / // / / d ~ '" '(, "" ~''''-'' ~> ',\ ',' "" ~~ ""'~ /. / L/ ~// L//~ . ~ ""~~G><','~"'~~':~~~"~~ "- /: //f~/; 0/ / //; , l~~ ~I" "" \, \'''-<:', ',"~' '>",~ ""-" ":;\'" "~~":' ~, /','-// ~ / //" ~ ~, '." ", ,'" /',~~ '" ",. '- '" ,,,,-." 1/'.>>/'" / / If\ ~ '''''''', ':({" ',,~ K/j" /,//;/ ' . , . I ~ "- .~ ' '" " ," . / /. , , . ,,- ///'// // * - \~~~~S:~~:;s~S /:f(;f$::~:~;~/~P:, '/ /v//X'/ / / / ~,~,,-~--~ -,,-' ..'.,.. . ;--/-.1 I .._.._.___.__.....L.._-._-_..--.---..- .' ,~ / ~ . ~ / @ '. ~ . @ ... ~ 1 ..' - .:.:.~;:s.... -~-rg.u ;.$~ ".:~:_:,ezA. .'J<(;II,e, @' 7K '-' : i" " '" . / / , " ~ -0 . .:t!.'. .....v. i I I !.;:,... ! /" ! \ ~ ~4t~ .( ~ m .:. ~ X .. ~ N I. I I I-~i- ....f- ---..;.... I. i 2 ..Z~ It" aU - ..-- ....---- - : ~11z:~ 1I1~ ,. ..... \I~ I; } -J, IROOF FRAMING PLAN SCALE 1/4" J, = l' -0,,1 ., 2...4 ~ .1 :3~~" , 5 ~t>" q:..~. 7~'-6".. PLYWOOD SHumRS FOR FRAME WALLS SHALL BE 'INSTALLED ON OPENINGS IN ACCORDANCE WITH S~CTIO~ 1606,1.~ OF THE fLORIDA BUILDING CODE ZOOl I . , ' , i .~ PLYWOOD SHEATHING SHALL BE 4 PLY 7/16" CDX PANELS SHALL BE PRECUT TO FIT OPENINGS WOOD fRAMING tAll LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHAll BE PRESSURE TREATED. Z.ALl ROOF RAfTERS AND PRE FAS, TRUSSES SHAll BE SECURELY FASTENED TO THEIR SOPPORTING WAllS OR BEAMS WITIH REQUIRED ANCHORS OR CLIPS AS PER SECTION 1606 FLORIDA BUILDING CODE ZOOl 3.BUILDER SHALL BE RESPONSIBLE fOR TRUSS INSTALLATION AN LATERAL BRACING, 4.TRUSS MANUF, TO PROYID~ METAL TRUSS HANGERS 5,TRUSS MANUF. RESPONSIBLE fOR FINAL TRUSS LAYOUT,. 6.ALI. FRAMING MEMBERS SHAll. BE WOOD MEMBERS WITH PROPERTIES EQUALTO OR BETTER THAN THOSE GIVEN BY THE SOUTHERN PINE INSP, BUREAU FOR SURFACED DRIED SOUTHERN PINE NO,Z MODULUS OF E~STIr:ITY(1,600.000 PSI) 7.ROOF LIVE LOAD ZO PSF. ROOF DEAD LOAD ZO PSF. 8.ALI. FASTENERS SPECIfY SHAll. BE EQUAL TO lOR GREATER THAN THOSE SPECIfY. 9,ALI. WALL SHEATHING SHALL BE 1/Z" CDX PLYWOOD NAILED 6"O,C, AT EDGES AND lZ" O.C, INTERIOR WITH 8D COMMON NAILS 10,SHEATHING TO BE PLACED WITH LONG DIMENSION HORIZONTAL AND WITH ENDS STt~GGERED At LEAST 3Z", ROOf TRUsseS: 1, TRUSSES SHAll BE DESIGNED IN ACCORDANCE WITH THE TPI CESIGN SPECIFICATION FOR METAL PLA TE CONNECTED WOOD TRUSSES, Z, TRUSS DESIGN SUBMITTALS SHALL: INDICATE DESIGN WIND SPEED, HEIGHT ABOVE. GROUND, AND AMOUNT OF UPLIFT AT BEARING, 3, TRUSSES SP ACING; METAL PLATE CONNECTED WOOD TRUSSES SHALL. BE SPACED NO MORE l1-lAN WO.C, AND DESIGNED FOR LIVE LOADS AND WIND LOADS FOR ENCLoseD SUILDING BASED ON SECTION 1606 FLORIDA BUILDING CODE Z001. 4, GIRDER TRUSSES SHALL SE DESIGNED TO FUNCTION ALSO AS DRAG STRUTS, TRUSS DESIGN SUBMITTALS AND ERECTION INSTRUCTIONS SHAll SHOW BOTH UPlIfT AND LATERAL CONNECTION LOADS REQUIREMENTS AT ENDS OF GIRDER TRlISS. 5. TOP CHORD OF TRUSSES SHAll BE OF GROUP II SPECIES LUMBER, 6. HIPPED ROOFS; WHERE TRUSSES USED TO FORM A HIPPED ROOF, A STEP DOWN HIP SYSTEM SHAll BE USED, 7, All WOOD TRUSSES SHAll BE DESIGNED AND ENGINEERED BY FLORIDA REG, ENGINEER . FOR DOWNWARD LIVE LOAD OF ZO PSF AND UPLIFT LOADS TO RESIST THE fORCES DUE TO AT LEAST 1Z3 MPH WINDS INLAND AND 130 MPH WINDS IN COASTAL AREAS. FOR INLAND AREAS OF PINELLAS COUNTY THE REQUIRED WIND SPEED IS 123 MPH, ANCHORAGE TO FRAME WALL SHALL BE 2 l/Z" #6 WOOD SCRE~S'@ lZ"O.C. ANCHORAGE SHALl. BE AROUND PERMITTER OF OPENING, : FASTENERS ROOf SHeATHI~i SHAll BE A MINIMUM OF 115/3Z" l1-lICK CDX PLYWOOD OR 1/2" OSB BOARD LAID IN A STAGGERED PATTERN AS SHOWN IN l1-lE TABLE sac 2310.2A CASE 1 THE NAILING PATTERN SHALL SE 8D AT 6'O.C, AT All PANel. EDGES AND 12" O,C. IN THE INTERIOR OF THE PANEL., EXCEPT THAT All OVERHANGS AND 4' OF GABLE ENDS AND HIP RIDGES, THE SPAcING ON INTERIOR AREAS SHALL BE REDUCED TO 6" O,C, All. FASTENERS ARE SPECIFIED AS SIMPSON MANUFACTURE TYPE BUT MAY BE SUBSIllTUED FOR ANY OTHER MANUFACTURE WITH EQUAL OR BETTER UPUFT SPECIFICATIONS, NOTE: RETRO/FIT HURRICANE ANCHORS SHOULD BE INSTALLED AS FOllOWS 1. ANCHORS SHOULD BE SIMPSON HTSM16 (OR EQUAL). 2. ANCHORS SHOULD BE ATTACHED TO BOND BEAM WITH MINIMUM (3) 3/16" X13/4"TAPCON(OR EQUAL) EACH SCREW IS RA l'CD A T270#IN SHEAR FOR A TOTAL OF 810 PER ANCHOR, 3. TAPCONS SHOULD BE SPACED A MINIMUM 11l1Z. EDGE DISTANCE AND AS FAR APART A POSSIBLE, NEWt MITAll .nj MITCIl mod.l. ... dUlind lor wood 10 mllo"" .ppll"Uo.., I.. IIbltl 01 P'i' 101. The MSTe Hllel, wlUl2 dlffltlnlllrlj) lilli, haI countOl1un!l nallslolJ lor I 10wII n.h prollll. Coln.d .dgtl .nsurl SlIII hllldllnO, ThlIlP$ mllIJ UBe .nd c1ty ol Loa Angl'" cod. ..qulran"nll 101 nolchlng pial.. whlra plumbinll, hllUno 01 othl! pip.. Ifl placed ill plrtlUon., In.1JII Slrlj) n.. whl" pili" orlOlel Ifl cu~ II walllnl",ocUonl, .nd .. ridgt llel. LSTA .nO MSTA slraga ""Inglnurad lor USl Oft I Vi m.mb.rt, Th. 3' Clnll/.to'c.nl" nall .pacinll raduc.. ihI possibility or splilUno. Forlh! MST, Ihll may bll plobllm on lumbll n.rrowl/ \hIA 3\t~ Ilthll 1m lV.ry IIIiI hole w111t 10<lx1 Vi 01111 or IW 1'11I)' olhll nail holt w1Ul \6d commona, R.duCl lit ~Iowable load bued on ihlllu and qulllllty olllllll1'" used, Tho LSTlllghlltrlj) liat If. .uUable whirl gun.naIlino 1I1l1C....ry th,oU\lh dlajlhragm doclWl\l aod wood chord OPIA 't(Ii INI.... fiNISH: HST-SlmplOll gray paint P$-HOQ; .. oihlr~alvanl"d, Som. produclI araavallable In slllnle.. slall or Z.MAX; I" Corrollon.RtllltancI, p.gl I, INSTAlUTIOIl: Ustll speoIfiod IlItll1l'" SII Glnllll Nottl. OPTIONI: Spoclal.ilol CIA bI mad. 10 ordtl, S"'1I0 I1CST, COOEI: BOCA.ICBO, SBCCI NER.lli NER'113; II:DU -l9l~, 5351; Oad. County, R. 98-1121.11, City or L.... RR 1$"1, RR 25111, RR 25211. EllimI!I!l1J . ~ RPS/ST/FHAlPS/HST/LSTAlLSTI/MST/MSTAlMSTAMlMSTC/MSTI. , s;r1lAl rl" ,. , r---- I I 'I I ,I I ,I I I I "'Z'ANGl.E Z) 2'#8 WOOD SCRE~S INTO Z'Xb' AND W"'il!- ALL EXTERIOR WINDOWS AND SUDINGi GLASS DOORS SHALL BE APPROVED BY THE AAMA OR WDMA At'lD' SH~LL BEAR THAT LABel. ON PRODUCT . 'r-- I ,I ,I I 'I .J I' , I .1 I FIBERGLASS SHINGLES SHAll. BE tNSTALl.ED IN ACCRRODANCE WITH SECTION 1507 AND SHALL BE INSTAllED AS PER MANFACTURES SPEC. FOR. WINDS GREATER THAN 110 MPH, UNLESS OTHERWISE NOTED ATTACHMENT fOR SHINGlES SHAll CONFORM WITH ASTM D3161 ,I"'~ I- .. '."1 ~, 'T '1 Ie MSTAM31 LSTA and NSTA (pilot holla not .hown) 1"'--\ J 1....-l I,' ,0' ,{ .~ ~ :'$~ ". , ~: ..0' 4: ;r. ~ ; 'I" ~ I }I, & I j'~, ~ '}:. Ql ~.~, ", :~i 'ill .. <:f: ,\0 (2) 2'#8 1'1000 SCREWS INTO 2'Xb. AND WALL E.... 51 DE BOTTOM OF WINDOW WI Sl1UcE 21/2'#6 WOOl) SCIlEWS '\ ~ 12'0.C. I I . (2) 2'#8 WOOD SCREWS' ,\ INTO 2'Xb'EA, SID I~;'I ~~ ~l ",;.' ',,* 1: "J; ~ .,. ~~, I :'~ ~ g FIBERGLASS SHINGLES 30 LB. FElT DRY IN 112" COX PLYWOOD SHEATHING ;~ I ; I ,.1 .~ f \I . :~: I :T-! 1:& J' T. L ~l ST2115 '! In, ST12, sn8, ST22 DOOR OI'CNIN6 WI Sl'Uce ~. ! . .~ I' " o ...',' ,'. . .0 i"'O: " ,", 10" "~"'i'!:f.'."bu FHA :.~~;I.:.'l:l::'>' .:.:..~..~:~~~~~~~~~;' , U.I. PII," 0 I.,' 0 .,' . 0,,- ',;';, .i',r:l, ~l\~ I,HU7J . . '. .J ,- PI ~ 3!1~ P17. ~W' 1141" ~1~ :J: ::Wf ~ ~,..~ '~t. ~~; ',.', :~".' 'liW, ~' ~;.f .. '1 WOOD TRUSSES @ 24" 0.(. ST U.I, Pol._ 1,3I!,i71 ~ I~' lr--~ -- fT HST . . ':I ') ') ') : ..: ...:........ ...... :.....:",:.. ::1 ,O' H811""'H8' Hon HllTl -f'I ~'1""A-'( I.. D" . I a" H8T3 ~ HST' HSTI KSTI -, t-'-~..-I.. ~ V HC-10 CLIPS @ EA. TRUS 2-2''X12'' WOOD BEAM WI 1/2" PLYWOOD FLITCH PLATE 1/2" CEILING RATED DRYWALL ALUM .MTL. DRIP "-- WD, OR ALUM.FASCIJ ALUM. VENTED SOFFI , .. , I }~: ~ ,~; MSTI ":"I ;~: . BC4 POST CAP + ST -18 STRAP EA POST, OR (2) 2 ST -18 STRAPS I'...~'" LSTI MST "'b .,P~~~t)~ STUCCO ON WIRE LATH r ~ . I ~ 2"X4" @ 16" O,C, 1/2" COX PLYWOOD SHEATHING NAILED 80 ,@ 6"O,C. EDGES & 12"0. (. IN THE FIELD, '1/2" X8" J BOLTS @ 4'-0" 0,(' PA 23 PURLIN ANCHORS AS LOCATED ON FLOOR PLAN G.~AJ:II! MARBLE SILLS ~ .\ ..09 0, ~ 4"X4" P.T. WOOD POSTS R-11 INSULATION 1/2'J DRYWALL WALLS l: ~ . . ~ WOOD BASE 4"CONC, SLAB REINF WI NO.10 GA.6"X6" WIRE MESH olZ F'l Bee H.es... . 1iI ~ ~ 1/2. 34 ABEM POST ANCHOR fA. POST , ~ TYPICAL WALL SECTION SCALE 3/4"=1'-0" 5E'C;TloN '2 4" CONC. SLAB REINF, WI NO. 10 GA., O"X6" WIRE MESH OR FIBER MESH ,006 VISQUEEN COMPACTED SAND FILL TERMITE TREAT . , 16"X16" CONC. POURED FTG, - 2#5 RODS CONT.ON CHAIRS ,j 12" .000 VISQUEEK VAPOR BARRIER . COMPACTED SAND FILL 16''X16'' CONC, POURED MONOLITHIC FOOTING REINF, WI 2#5 RODS CO NT. ON CHAIRS } \~~ . -t: .... SECTION SCALE 3/4'. =: 1"-0" :... A. ....~.....: ,'_' ..,... ,......~. .1 Ll J. :-.<I:~ .;-..-. POST LANAI . . ' .. " . 5~l!Ttb~ it:; , l~ 1/ , ~I,~ 1.1 , .. ,/ :l II I' .1 ~ i Ii i\ \ .j " , 'I " @ - --t m& ~ ~ I SINGLE OR . DOUBLE HUNG WINDOWS rr~ 01'''" 'il() 1 !J1' ~ v2H4 u.s, Pal,_ H3 1,111,312 ,r-"';C1 ,.. I ! cr' I ~"."J ~yi . H5 u.s. Pallnl 1,711,372 .. 1..-;-.\.... ~ I".' ,.r I ~' f l"!' ItI I '{ ~r I I" I;' I ,~,..;, , , I'" i -. \ ~ \ "'~ H2 I\~ PI. I j)-~ H1 I-N<~ ~. 1 ., ~ ~ H8 .'~ i t ; , kf-.ly 1 .e 'i :'6 u.~~~.nt 1.114,37t H7 : M::~~[ Fasl.n." . To Ran..;, TrUll TO To Plall. Stud. rH,--' 18 Hdxlll ~. 18 Hd H2.5 '18 5.8d . jl.01 ~"" Iq, !...:lr:...... .~_::~r...~8d :HI ,20, Hd ['tiS -. 18 Hd ~ ~ ;l.: , Hd Hd 5.8cl b~ 4.8cl .:.. _. .+...- Hd ! Hd J1.<I ~ 18 :;H7 ~ P ~..,..1 I I . r.2..... ... .... C..."o.I.--.,~~......~. ~ ~ - I'-~ semI Mod.1 Dimension. Ho. W H , MBHA3,l2/9.25 3' 91< , MBHA3:t 2/11.25 3 11)\ ! MBHA3.5617.25 3 7Jl 3 9Y.. I , (MBHA3.56111.25 3 If'-' , Typical MBHA Installl\t1on BCS2-2J4 U,I, P.l.nt MOl, .,..1.841 .nj 1,103,580 C.nldl P.t.R11,11S,111 Th. acs allows IDlIhI connection 01 2.2J<'.IO a 4. post 01 3-2x's 10 16. posL Daubll shaar nailing ootwBln ooam and posl glveJ . add.d slrl,ngthl The ac s.rlel offer. dual purpose post caplbaselDllighl cap or bas. connectlonl, MATiRIAL: 11 gauge FINISH: Galvanized INSTALLATION: . Use II sp.cllled lasteners. SBI General Notes. . BCS: Install dome nail. on OOan'l; drlv"nalls at an angl. througlt th.' 'boan'l Into thI posl bolow to achieve thllabl. loads . BC: InstaU with lId commons DlI6dx2W Joist hanger nalls, . NOl rlcomm.nded IOf non-lop' supported Installations such a. loneel whon used as . bas.. COOES: BOCA. 'IC80, saccI NER.421; ICBO 5357; City of.L,A. RR 2507& (lXc.pl aco); BOCA,97-9 (aCS); Daue ~o 99,071 >0, W ~ < OL ! >- < UJ ~ -1 D Z LO~ D .....- LOL0 -1 Z \-t'O <UJL0 < UJcnciJ DL DL ~' 2 <\-~0) - gzUJLLN a a .. < UJ ~''--'" OLOL ~zUJt' a . .....- \- N DL . Du- ,cO<<b Wz D2S.. ....:...l,DL W <J)a <N<z a~ ~L0Wo \LS: W'O~I aD J~O\L OLD \L'< -~~ - ::J II) -\-o -~~ 2zOO --I' ..IZf' ~~~ , W .~z -., <! ~ Is- w ffi I:o 2~(!) wo~ uo:g w_ 2 OJ ::J ~'OJ ->wu. ~o 1- Solid Conml. Allowable load. Grout.d eMU Allow.bl. lo.ds fasllner.' U[IIII' Uolill' Model Utili Down Mnlmum Uillll Dowl Maximum : Mo. Header vg tv: Dowl AVf Down , Top faCl Joist UII (133) (160) load uVlf (133) (160) UI load I ~- ,HTR\(x8 I.ATRXxB \8-tOd 15712 3145 3175 .22352 . 6050 t1290 3)45 3475 g,~~~__.sl~P_':: MBHA modelsl HTRxx8I,ATRr.X4r. la.l0d - lBB5 18B5 - 4360 5955 18B5 IB85 14562! 4380 t!i!lh H "7X '.' ---i-_. -_........._._.-_.~~ MBHA ~~~~:l Thl MBHA is a singll piec8, non'wllded connector availablllor solid sawn, lruss and IlIglnlered wood productS. ' MATERIAL: 10 gaug8 fiNISH; Galvanized INSTALLATION: ' Use all speCified fasteners Sse GenelaJ ~oles, OPTIONS: See Hanger OpliollS, page 123, ,~~'I LATR is all threaded ,od, Hoads are based on installation using Simpson ET22 Epoxy- TII 6'1',' minimum 2.A1lowable loads are based on I minimum embedment required. All thread rod. and/or machin. bollllo b.:yo dlamelor 01 2,00 psi concrell and 2500 psi grout x 8' long, grade NJOl Of bener. Rller 10 th. Anchoring Svstems catalog, wilh one 15 horizontal rebar in thl shear coni. 5. MBHA hangers with height of 7'10" require .3W minimum Imbedmenl 01 3. uplin loads ha,e been Increased 33'10 and 60'10' thl lace boll using ET22 EpoxV' TI., All thread 10dl and/Of machinl bollJ lor Wind loading w,th no lurther increase allowed. to b. \'0' diameler I 4:v.' long, grade NJOl or bener. &,Addilional anChorage products to b. d.signed by olherl. 1. Uplin loadl art lor Southern Pin1 For Doug F~ us. 2930 IbS (133) and 35151bl (1601 AB/ ABA/ ABE/ ABU/PBS "OJlJn".u "ND n"Noorr roST ."51' , ThI AI is . !l,lII)"ldjYllatlll PO$! on. whiCh Olflf' mOlstloll' prOleCIlOA ln~ linishlG hiuiwlr. 'PP"f.~', . . .. . .;'J Po.t BIIII p'O,idllnl'd C,p,city, They Int.ra r lIan,oll h"ihl .bO'", . coocralt 110011, codt,raquilld whln luPporting pllmanlll! SlluCl"" Ihal 'U 'lpolld to 1hI wnth" or w'llI .plalh, or In blSOmt.I.: lh.y "'UC' !hi pollnti~ lor decoy ~ pOll and collllM InOl, MATERIAl.: Al-It gI plllll: II g. bast co,ar. .. oihlll-IOI t'OI. fiNisH: Galvlnll.d. SO/IlI produclSlVllllbll ill Z,MAX; III COllo.Ioo,Rnl.lancl, p.gll, NITAlUTION: ' UIIIII .pocilitd I..I,,,,".SII O,ne,"1 Ho'" , Nol racommendld 101 ....IOp.IUPport.. Inllallallonl such "I'ntl" " , PIS Imb.d Into wI! conellll up 10 ihI bollom ollnt r SIIllOolI baSI pllll. A r mIniII1um sldl COVII it raqulI.d to obtain \lie luK IoICIlor PBS, HoItl in 11II bonom 01 ihI PBS IIIIPI allow 101 Ira. concrallllOlI, . Al-Polll1lll holell'l .~.d 101 \0lI commonl. Roellngulll adluSl' mini plait OIlumtl Yo' diI Whollgt, Suppll.. .. shown. pOllllon ihI poll, SltUlllhl IISY'ICclII nul, thin bind up IhI louM 1'01 A r mIniII1um lidl CO,tlII IIqUII.O 10 00111/1 iht luK ,...0 . , All, A8A. AIlE IIld AlIU-IOI pra'p/llllltlllllltO IIlChOll fOlIPO'y UI wedge In~cl. ultCl and ""Slalll"OI~int 10 In'hO' manlltlchHtl · IfCommendllk>>ns: anchor dlatnltll Shawn U1llbll In$lll1 IIQ\lUeO w.sh,,~nOl IncludlO 101 ABAI . . S.. ""'hor.nv S~llIm' ~I 26 illO 21 101 IISlld,1010''11.O IPO'~I, . ':-.,. COOEI: BOCA-ICBO, SBCCI NER'393. All . .. ,.~~ NER,122. NER.m, HER.liD. C.n bl 1:~ NER'49I; City ot LA RR 21111. In.t.lI.d on :.' RR 2~, 2\011. 25151: 0.,. ul.Unl ' ~o fL. 91'0113.05 (ABA. A8EI. __ .llb 1I0d.1 Olm.nllonl Allow,bl. W ' Downlo.dl; Na. . J.1.ill.._ A 4 3 3 .._.. 4oe5 ._ ASI 3 5, 41a5 A 14R 4 I 0065-- 46R 4 I 1\65 - A 5 5' 5331 ABRI I ms- t.I..oich NY noIll1 "1"';;;---- ~.~"'1oo61ng. 1ll,I,rI.. Olmln,loDI fultn'r1 . A1low._I,l.udl ~~~. _._,::.'.~'..~:' " III .Il I\NO"'ln",\,' I '''I Upllb ,~~ (1lS1 U IIn 110 /,Im' l~il/.!.t~~3, .t!!O', Oow. a Poll II" \S~~! l\M"'" -- -- AVI"'- q . .N', q~.I.ll~. ,(O~. l~~! .:..~.. HI.. .o~'. . ~'II.' 9{t~lii Ub ~'.I.II ~~I.It. _N.~It. .~~I.~_..~~I~ l~OI~.1 N.II.: loll. 11001 ~..'~L '_!!- !!. 11<.. _3A. ,=-11.. -'.:.~9!'. =. := _~~.!l _~ ,.:_ .JM.. _~_. ...:.-+:~......:-...~. - . 0000 ~.~'.i ",. " 3V. .'3; -:-: ./L !:'-OJI.::' '" .lmc-w..~=-~-=::=--,=...~.::'.+.~.,'- : 6m :A8U<< . .~" 'I 3N,' 3 ..1lI. ..IL !!.'-I!I-~ ,JI..~ .~ ,...!~oo ~ ..!.!.~ . :_+.~.....-~ ,,- . 66,66e'!' 'piSli.~4'4 I 'I 11 3lG. I :!l!o. - 1I.,eo I.a: 7733 2400 2400 1'00 1.00 'l~'J.~I.!~.m". . .:W:<<R RON I" .11. " 4'. 3 _ ." "IOcI - - '2120 m - m - - - 1 ",:....,-=_.,,iooo' :ABEl<RJRGIIlx"" 1'13 _I O.'OcI-- la93 '.00 - 400~ - _I~___~."::6666 :A8E" 0., II "3 5! _ " .',... - - 6187 810 '~ 8 - ..=.,. ~=..~.-=".,. -: ..:~,: :PIS" ,Ixl II II 2 Ji< _ 11.110 I 7733 1'00 2100 (.00 2400 \116 360 I 881..;..~lL, 9336 ABA.e ,.,1 11 \4 3 6 _ --Ii. 1.'10 - - 20e7 700 _700 - - ____......-...i.:?~,: :Ai~ 'I 11 3 6 2" " 11.'10 I 8e33 22S8 2300 2300 2300 - -, -. ~_ 10335 AlEIlR RDH hi 'I Ie. &.I. _ " ',110 - - 5187 1\0 - 1\0 - - - =-+- - -'Iii$" A8....6R RON "8 11 II . -IN, _ . 1"10 - 2ie7 936 - 836 - - - -'::-"" " ::'...1 '2000; ;lli..6!.~~!"T"lLT..!l,2, 2lL,1k~==- ,~. I,'i ~.!!l!1 .1~ .1.~6O j~ ~~ la6s.,EHl,7QO: l,700 -~3~' ~L~';'_~~L~..!i..l-t! !Jl__M .:::'!I,1L.ill<' ..W~ _I~t._:::_ .l~ -=-J.-,-=+----, '7'.., - .;~: :A8E66 ; e'L 'I -4~ "<lo<;;._-'l~.:.!..~ _ ... m3 _.8-'!!l. ..:::...~9!! -=- .,=-,-~.._.."':'... - 1.2,'000_'.' ~ :" e'~i " '0 5< '-6 ,'. -" 12.'60 J...Il. em 2300 2300 2300 2300 - -;''';'''='''T'''''...,. AlAliiilRDH hi 14 14 . ~N. _ 1I ."", 3010 . 28e 086 - - - I - -, '2665 AlEIIR IRDH 8x1 11 " 8'. l'J, - "e.110 .a33 900 800 - - I. - I - ..i---. I!~ .,'lliIAI'J _~!!., " I' 7. _~_ ::,.1.!:Jl,' '1:lf.!!l=. .:'. ill,il, .~, 1-:" .,3~' - - 1 -:-'_:::._~.:'.. ;I~m ...,:...:;~Tr'::"~":I I~ hi If . ".' ."-. le.h.... 1,'ellJ tJ..J .J..,"," .--....--..- I. Uplift ,,..""IlIlolOll'IIvI bun illmnd 33" Itld 60" Z.OownlQ.lh 11\I)' 0ClI 3.SplCillll 10 l$t.IIQnCORC'I" 10/ Iblll C~I_. IOInl1hQII.u OIl' wincllc>>idint; no Illr\hal ~"u...k1w.., be in(;II.lICIIOf t.A8U6I fI\I)' 1M insllllaf willll'SOSv.n woof KreWI IG/ In, \~ \.Olt 10.0 RldllCI br 3J" and 60" loa noltnlllotdlnO. '. ~/\-I'"1l1Ol4ing. BC60 Hall Ba.. (~lh.r ,Imll~r) . . Olml..lonl flllln,,, (EaG~ SI~a) 'Ulllfl A1low.bl. Load. Mod,l .. (13,111101' No, W, W. L, L. HI, Ita IIIrlBGI lu~m Su~m U'lr Upllll L.t"ll A I C CAPI l BC. 311 31(, 2'" 2'" 3 3 3-led il-1ed - 3100 980 1000 1C4i" 3l( 511 4~ 2'.4 311 211 8-led 3-16d - 3100 980 1000 BeIR . 4 4 . 3 3 8-led 8-18d ' - 3100 980 1000 BC' 5" 5" 4K 4K 3;~ 3K 8-led .8-led - 4700 1050 2000 BCIR I I I 5 ::l 3 8-led 8-led - 4700 1050 2000 BCI 7" ill 7" 7" .. 4 8-led 8-1 ad - 5600 1800 2000 BeS2-?J4 3~ 31(, 2'" '2''' 2"'" 2'1(, 4-ICd :J.1Cd - 2697 180 1025 8CS2.3i1 411 61(. 4" 2''' 3rl(, 2'", 8-led :J.led - 3000 800 1495 mmm ".~ ~~ =-:' DE :r ~ tL C. .:: ~~== D~T~\L D I ABU44 Lothtf 11111_ .lmUtrl l~$'. SP2 @ 32" O.C. TOP & 8.0TTOM }I.. !; 1/2" COX PLYWOOD SHEATHING NAILED W/8D NAILS @ 6" O.e. EDGES @ 12" O.C. IN THE FIELD' STUCCO ON WIRE LATH 15L8.FELT MAR8LE SILLS 2"X4" P.T, @ 16" O.e. R-t1 INSULATlOK 1/2" WALL DRYWALL ~ .~ .y ~ '~ 112" XS" ANc~OA BOLTS @4'-0"0.(, WOOD BASE 2" X4" P,T, PLATE , 4" COKe. SLAB REINF, WI NO. 10'GA. . WIRE MESH OR FIBER MESH PA23 PURLlN ANCHORS ~ LOCATED ON FLOOR PlAK INSTALL #5 ROD AROUND PERIMETER OF SLAB GRADE , ,006 VISQUEEN VAPOR BARRIER . COMPACTED SAND FILL TWITE TREAT SOIL 8")(16" CONe. POURED FOOTING. 2# 5 RODS CONT, ON CHAIRS @ ::::jg Cijiii E o o c.. .c "0 +J OJ CO OJ' (]] tJ ~ ~ ~ :> OJ a: .c o J OJ +J CO o . 0) ~ o ~N Q) r. (J) Typl." PBS41A In.lanaUo" 2 CJ - en w D U.I, P.l... 4.921,141 Dr;:T~tL' E-,. . ...:.~ ....,...:..,.:..:;.~..-.---<< - 2 - .J .( 1L I CERTIFY TIlAT TIlE STRUCfUREAND APPURTENANCES DESCRIBED ON THESE PLANS HAVE 'BEEN DFSIGNED TO BE IN COMrI1ANCE WITH SECTION 1606 OF TIlE FLORIDA BunniNG CODE 2001 . j . ENGINEER OF WORK; SCIENTISTS & ENGINEERING .1310 HEATHER RIDGE J3LVD. DUNEDIN, FL 34698 . VOICE (727) 738-9025 FAX (727) 738;.9505 TYPICAL WALL SECTION'S~(E3/4"""-O" 5a:..1\oR ~.'1p _.,">o.....__."'"..............>.--..-_1".---.r. THIS PlAN IS CERTlF~ED FOR STRl!CTURE ONLY .------ FlA,REG.20158 PAUL E, HAGLER M,A. P,E, ~ c B - ~ I C a U ra c at .. I . D - II aD C . 11 a. I . IE (I) m to +l~ S(Y) 00 CO '0 .~ 'E tLL CO c Z:o o Q) lO c ~-a ~ "- a 7~:"{P" ~O'.D" ~4.' I' :t oN . I ."':;} ..... ::~ ~ 'y. . ~. ~\J~ \~ , J<rfc./-Jift.J _ '" '~~ I N$a,,')l~ ll~) c::.~ ~-\, lI'U..0C",,'T\OJ-..,) ~1"\ 1/2,' 'CJ..J.., ~ i P; Po 1) f7'( w t2 ~_. -'_.-/~- " ""'";~ -. .., ~----.:.~~'''''''',,,, . ~ ~ 11' ~~ /J ", ".,.. " ... ~ - \ ~ -1 z .!..: l. II .,/ / .. / .1/ / .,,/ .~..,/ ... .---- ...--....~.............~-..~~ .--.......-...... "1"'-," <-~ ...,.,............... ""'.", ;...... ,/" A ~LP '..t>" _?-4.:t.,i' .-.......-. -- '-- 1 --. ...... & ~ f.Z.~ E.. -~ -- ---~.....-_..~--------_.....-._--_.. --.... ------.,. E" 'i/~IL^!&;_..~6C:~4:J;__,__.... ..--- -----...- ,~..-....... _.---.._..._-._....."......--~"'~'.......~"'""...~....... e."O"~ (..Go. YZ.34~il34 ' Y:J4 I ~fl> r.u,~ L 2',z" · Z~Z"_ 4 ~~2.11 ,-,f FRAME TO FRAME SHALL BE NAILED WITH 160 NAILS AT 1,6" Q.C. IE, :',p" 'I _______________..__..___ 2o'.ptl I ~\?~._-'~ " ~. " ... f\.. L~ - - I " / ... ./ '--- ~ VML7E<> I ' I I, I LJ;kF'Li ___ ~- ) .--6-- I -<< r I I I I ~ I ./// ....' t; ! ,~ c "'t r' " -'-_._---.-. ......~-.....-...._.- \ q .(;1' 7&:"~" ~ : --'1~ . .' ~ . I t\J I FLOOR PLAN SCALE 1/4"=1'-0" \.~ -\- <tJ> -, I I I I I ., J-- ..l--.- I-I , j I I I J l I I I -f . L - """"" ~I W .' liP '-0").. 7lOl' ~,I.J, SFC,..,-,ONAl- t:..Ar.?, i>R, , ~' ...,...::.- ,'~ -::---..::= ..--=.~~~',~;.__..._--=.....~..._-..~.o;:....--.:> ~ ~"'.~~ REVISED r '>1' 7//7 7// /,/, /// / ,/ /,//,,// / J,' . , ~ ,/~ // " / / / // / / " 7/~~\IJv",' // // / ,/,'. / ,/ w~ ...... ,.. /' ,1./ ,'.04 I ,// . ..,/~/ //' ,.. // /// ,.. // " /.,... . ' .,.. // ..../' /,,/, // / ,/ 1 ,/1 ,/ //'>// /// /< // J'< // "'0/'\ /,'" /, > > /" / /.. / ,//" /' ...,' / / ./ ~ , ," ,/',/ /,// ,.:.,/ ..,/ // / // ,/' "./ 1 /'//'//1/ /"./~//,.,,//... '//,.//./ / /// ~~~,/' .//'/" /~/ " / r"./ ,/~/ / ..r // / '/. ,/ /' ../... \ '.' /' ,/ '/ ,'/ / / / .' ,/ _/.-."''"--------~./ / .I' '-" ;/ / / //. '.'/ /' / ,...--/'~.. ",,'" /'.......x... c..-l // Y ,1 ,// ./" ///'" ~-~._",.. //~.. /,/ /~./ "\ ., 1]..-' ..' ,<' ./ . ~~' / / / / ~ / . ,/ /.,//:, " . /.'/ .../ /'/ .' ~..' ~/d' ,,' ,,I /' ,,' ,... .,/ ./" /' " 0'" ....,..., ~ / / .' //" " / /'~/. . -,Oo~~_""-- / ,0//' //'/ / / / , /',/ / / /'.. " ~//i'.,~,/ // /' '/ /,/ ./' / ,..// // //' / ,/ / / ,0' . ..-, ,,/ .../' ", .,/./ ", ,/ /' ~,/ ~, ,,/ f' ~ /, /. I... /t" ,/',/ ,/ ,,/ ,,/ /./ / //'./,,/' ,_/ /,/ .. ../' / // / / '.// / '/, . ./." ,,' /, / /./ //./ "' J'" ,/ // /," . ,/,/ / / ,// ./..../ . // 1/2"X8" ANCHORS BOLTS EMBEDDED C.. . 16"XI6" MONOLITHIC FOOTING REINF,WI 2#5 RODS CONT, ON CH IRS ~p-'-: I I ~ N "\ " '" ~ 'I ~ , I . I I j~ I I C' I ~ l-'t ,- -T-YPI CA L 4" CONCRETE SlAB REINF, W/NO.lO . GA.6"X6"WIRE MESH OR FIBER MESH I QVER VAPOR BARRIER ,006 V)SQUEEN ON COMPACTED SAND FILL TERMITE TREAT SOIL ELEV,O.O" ~ v, N 'f\l \.1 f.j ll::- ~ - ~ '" r I I I 1 8")5.16" CONCRETE STIFFENER REINF I . WITH 2#5 RODS CONT,ON CHNRS I ',I I r------- -----.. ---I -----...Joy----.--.....-...-.....-- y .--+ ,5:011 '.1:>" ~(:> '.e>1' 7B'../b" lrOUNDATION PLAN SCALE 1/4"=1'-0" I. FOOTINGS ~. , All exterior walls, bearing walls and columns sholl be supported on concrete footings of sufficleht design to .uppor! safely th~ loads as determined from the character of the '011, ." Monolithic .Iab on gr~de interior .foundotions may be used in conjunction with .tem wall .exterior foundations. A soli ~Ipe or waste pipe or building drain passing urlder a footing or through a foundation wall ,hall be provided with a relieving arc~ or .hall be build Into the mClSonry wall on Iron .leeve two 'pipe ,Izes greater th!l'l the pipe passing through, CONS~UmON Footings sholl be level or shall be stepped so that both top ani bottom of such footings are level.' All exterior footing's except monolithic .lab on grade foundations ~hall be at least 4" wider on each side of the stem wall above,' . The outer bar of foundation steei shall be continuous around corners, The II\in, lop Is 2!5 inches, FOOTING t)OWELS -fA....:~S *u'ft ~g", f~gll ~9 pp9Ul1t4 f~" 911 ugptirgl wg" "g'Rf""Glm'Rt I,., t1l\. f~1I0tUIAS 11?~gti~~'., ~ .. t .11 t~PIU1~r I B, ',1 n.I:lid..r ~~,.,J":lJ 1,,_,. .11.... l'S' "IJ" rv> _a". o. 0__1. .'~f rf ~rf-'" hare t!-ln I'" n" 'fe ~ "t, Q,C, ,f V},1I tllet i. III e ua ~,I,PI~ \"11111 lI"e .. fi.,"'t:r:lg ~?IUI1, It .g~~ It'G9tifQ?1q '~QII ~t ,g~t ,ilt GRd 1rJgRtit}' I' "8ptiGs1 v'all ,.r",fo"e'~'Jqt t!b~lt. ,.11 f"tillS iv'r,I, ,k,1I k,", , .t'ilI~llI'~ PO i,srlt huh ,,,II .killl.. '''''~'''''Ii D 1II,IIu iill..' i I ill III f"tiJlS' 11111 I miillimwlIR ,f 't '.vk" illtv ,II .tk,r frih3r ~.'''al ~'r' .Iulll" ".rti"l nil ,,1Ah'lImlillt ,..,111 .f n IA.ku, 4" CONCRETE SlAB REINF. WINO 10 GA 6"X6" WIRE MESH OR FIBER MESH OVER YISQUEEN ELEV,-:~'\ . ~ 1 ~ ANCHOR BOLTS SHALL BE 112" DIAMETER STANDARD ANCHOR BOLTS WITH A MINIMUM 6" EMBEDMENT I 11/2"DIAMETER'WASHERS, 2, BOLTS SHALL BE NO MORE THAN 4'-O"Q,C. ~ . . 3, AT CORNERS 2 ANCHORS BOLTS SHALL BE PLACED WITHIN THE FIRST 16" TYPICAL 8"XI6" CONCRETE POURED FOOTING REINF.WITH 2#5 RODS CONT, ON CHAIRS. t 4" CONCRETE SlAB REINF.WI NO. lOGA 6"X6" WIRE MESH OR FIBER l.euIf/.. .1~/~ e,Me, l/2"X8" ANCHOR HOl.TS EMHEimED "0 , .. .3':3~fl1!t-".._-- 2.4 ~!p11 4- -, I I I I I I , , \ z:"s'" --, -r .- .,. I I I I I : I I I I I 1 I I 1 z~~J I I -1 ~ ~I f\J {\J 2. AWNING OR SINGLE HUNG C0141400ITY SIZES I4ASONRY OPENING HEIGHT 26 38 3/8 50 5/8 63 73. 26 38 3/8 50 5/8 63 73 26 38 3/8 50 5/8 63 73 .26 38 3/8 50 5/8 63 73 CODE SIZE WOOD FRAME OPENING ' WIDTH 19 1/4 ' .. 19 1/4 19 1/4 19 1/4 19 1/4 26 5/8 ~6 5/8 26 S/8 26 5/8 26 5/8 37 118 37 1Ii 37 118 37 118 37 118 53 1/4 53 1/4 53 1/4 .," 1/4 53 1/4 'CONV[NTIONALL Y FRAM[D VALLEY DETAILr. WIDTH 12 19 7/8 13 19 7/8 14 19 7/8 15 19 7/8 16 19 7/8 1/232 27 1/4 1/233 27 1/4 1234 27 V4 1/235 27 1/4 1/236 27 1/4 22 37 3/4 23 37 3/4 24 37 3/4 25 37 3/4' 26 37 3/4 32 53 7/8 33 53 7/8 34 53 7/8 35 53 7/8 36 53 7/8 ,... .' ..,. , . ^lloch To Plywood Shcothln9 0( Ledge" Cf1P.) EGRESS QUALIFYING SQ, FT, CLEAR OPENING 25 6.0 35 8,9 26 7.4 36 11.0 2001 FLORIDA BUILDING' COOE 20" IoIIN. WIDTH ' 24" MIN. HEIGHT 5,0 SQ. FT, I4IN CLEAR OPENING MIN,TOTA/. GLASS AREA 1ST FL~ 5.0 S,F, I4IN.TOTAL GLASS AREA 21() Fl~ 5,7 S.F, ,.s 'Helge O,om :D m < .......- (J) rn o ./ +2-ISd tocnoh. (T1P.) WINDOWS 1. 2. HEIGHT 26 1/4 38 5/8 50 7/8 . 63 1/4 n 1/4 26 1/4 38 5/8 50 7/8 63 1/4 73 1/4 ,261/4 38 5/8 50 5/8 63 1/4 73 1/4 26 1/4 38 5/8 50 7/8 63 1/4 73 1/4 3, I" 2. 3, I, FOUNMTION AND S~UCTURAL , Inspection of the site indicates soli bearing capacity of 2000 p,s.l. Should other conditions be present builder sholl notify designer, Soil sholl be treated for termites, , All concrete .holl hove a min, .trtngthof 2500 p,s,I, ot 28. days. All reinforcing steel to be deformed billet steel c,onformlng to ASTM-6!5 grade 40 and that ties be.teel conforming (0 ASTM-61!5 grade 40:.. , . .. . Welded wire fabric sholl conform to ASTMA-185 'Owner I contractor .hall verify 011 openings, sleeves, anchors" bolts', and Inserts, , All reinforcing details to conform to monual of .tor1dard Aer.31!5 unless detailed otherwise, Provide spOcers, choirs, bolter., etc, CIS required to assemble place and .upport all reinforcing In place, t}'..n,.,'~'"IU ~'thlll.t..IIl1t1.t~. nv mvr, t~'n (11,11' ffl"! ~'ttsm. ,CTnTrlt, ~lIm. .t"ll\IIw.t ~11lI1I' mlrl t\11II'1;J" frem t" ,nil ~'thll1. Footing and .teel to be placed 3" clear of the bottom.' Bottom of footing to be at least Ii" b~low existing grode, Lop all grade 40 .teel 2!5" Lop grade 60 .teel 30" , Grout sholl hove 0 mOl(, caer.e aggregate .ize of 3.(8', placed at al'I 8 to 11 Inch .Iump ,~nd ave a min. compressive strength of 2500 p,s.l. at 28 days, Compressive strength of 2500 p,'.!, when tested In accordance with ASTM-C1019 or shatl be in accordance with ASTM-C476, ' 2. 3, 4, Circle' T '"" , AlIlJCh Rldge 8eom To Circler TfII" Us'ng , J-l~ Common Non. WINDOWS SIZES SQ FT, TOTAL GLASS AJl,EA 12,8 19,1 15.0 22,5 CHAPTER 10 1005,4,4 wow THIS CONVENTIONALLY FRAMED V ALLEY IS DESIGNED TO WITHSTAND 123 MPH WINDS AS PER THE 2001 FLORIDA BUILDING CODE VERTICAL WEB BRACING REQUIREMENT: VERTICAL WEB MEMBERS LONGER 'THAN 7'-6" -MUST BE BRACED . , , WITH A 2"X4" L OR T BRACE STIFFENER NAILED TO 'EC>GE OF MeMe>ER WITH 120 COMMON NAILS SPACED 8" O,c, SCAB MUST EXTEND AT LEAST,9O% OF MEMBER LENGTH. . LUMBER REQUIREMENTS CLEAR W )( 'H 5. 6, 7, 8, 9, 10. II. . 12, 13, 33 112 X 25 7/8 49 5/8 X 25 7/8 33 112 X 32 49 5/h 32 RIDGE BEAM: SLOPING CHORDS VERTICAL WEBS 2"X6"{MINIMUM) 2"X4' 2"X4" 1t2 S,P, 12 S.P, 1t2 S,P, '" GENERAL NOTES .. . . "'~ , W " ~ , <. DL >- <( UJ : ~ ..-J D Z LO~ D :=i\-LOt<) Z <UJ~o <( DLUJt<)O? 2 < ,DL' OJ \-..-J()) 0 ~ If) LL'N o .. < UJ'Dl ~ DL~ ~ Z UJ t"-. 0 ~ N ~~~b DLL Wz D ~~. ". ..-JDLUJ \DO <N<Z 01--1 DL t<) UJ o. ~t: UJO..-JI OD J"-O~ OLD ~ <(' . ' P A/HP A ~~~~IlS Wood.lo-concrete and -concre18 block connectorS thaJ saUsty code requirements, This Ane consists of single units, wtth no separate .nchoTS required. The PA's Dual Embedment line allows InstallaUon 111 concrete or concrete block: -' , . , . MATERIAL: CP~18 gauge x :w.' ; MPAI-l,4 gauge x 3'Y:; ...... ~'.,.1'k:::12 gaugv x 2V..'; HPA~10 gauge x 2V..., fiNISH: Galvanized, Some prOducts available HOG or Z-MAX, INSTAlLATlON:"Mlnlmum concrete strength Is 2000 psI. , Use .llspedfle,d t.jsteners; some models have ,xtra fastener holes, -Sse General Note:s, . , ' Wood splllllng may occur when anchor Is nafledlo wood less 'than 3W wide. Forwldlhs less \han 3Yo1', see PAHD Holdowns for .Rer. oate nailing configuraUons, Or PAl, CPAI, i , PA Is . straight pillrllo '~r \hat .ttaches 10 the lop of the pOrfin., , PAils deslgf\Bd!lor wood !-joIsts. NalI.paclng Is lor 10dx1W naRs 3' on cenlar, 10 IlIIlnlmlzi \he chance of wood splllUn,g, Maxll1\um ledger width for liullloads Is 1Yo1', '.. ' EDGE DISTAllCE-Minlmum concrete .dge dlstallClls 5'. Minimum concrets block Iell.to-rlght edga dlsfancIls 20', CONCRETE iLOCI WAUl-The masonry Iml!edment Dne on PA, Pal, PA~, MPAlIIIQWS for of' of groUt ,mbedment In ,lIandard S' concrete IOISOifIIY unit. The minimum waD spec/fIcalIons are: .; one , 4 vertical nabar. 32' long, II 32' o,c.; two courses of block' . above and below the anchor; a lIorIzonlal bond beam with \WO , 4 rebat1, 40' lOng, . mailmum of two courses Ibove or below the . anchor; an ceI\I grouted with 2000 psi %'eggregala groul . , Grout iliaD be vJbtat8d'per \he'1991 UBC sec\Iorr2104.8:2:-" OPTIONS: See LTT and HTT Tenslon TIes, CODES: ICBO 4945, BOCA. ICBO. SBCCI NER-393; Dade County, . FL 81-0325,03 (PAl," 18 fW:niR TIES ' 8Ti8 S:rRAPS' OVER 4' TO 8' OPENINGS , ' .:;. URuN PI. . . ELEVATION: A ' Modv' liD. I fllllllll1 I I AllllWlbl.LNdI ~'" l~~_1 Arl' I "331 J .,11601 ...11I IDiYTiiIl U 11II11s I IDIts I II.,.. IIDIts , _. CONCRm WAlL 32 l&-lOdxlJo: - - 1940 - 2330 44 24-1OdxlJo: 2910 -. 3435 - 18 12.1OdxU 11460 .1505 - 1605 - 2~ 17.1Odxlx 11460 2T30 - 2560 - 2Q 23-1OdxlX 11460 2885 3460- 35. 89-1(ldi<lx ,... 11460 3635 3885 ~ 18lC 12-18<1 2 11460 2255 1745 2705 2090 2310: ' 1&-18<1 I 11460 3385 2430 3885 2915 211 20-18<1 4 11460 I 3885 2940 3885 3520 36 20-18<1 I 11460 1 3885 3885 32X . 24-18<1 4 1468414845 '3125 4845 3750 38Jt: 27-18<1 4 1639711420 3125 s.I2O 3750 COIICRfTE 'LOCK WALl lD-10dx1 - - 1587 1255 - 1505 - 15-10dx1 . - 8587 1880 2255- 1'-1Odx' - - 8587 2630 - 2815 - 26-1Odxl - 8587 2B15 2815 l&-lOdxl - - 'D267 1960 - 2355 - l~lOdxl - - D26712885 - 2865 - 10-.18<1 2 ,,8587 1880 1745 2255 2090 &-18<1 3 8587 2815 2430 '2815 2815 '1&-18<1 4 11587 2815 2815 2815 2815 1&-18<1 I 8587 2815 2815 2815 2815 , . 13-18<1 3 7067 2335 2335 2335 2335 CPAl32. CPAl44 . PAl18 PAl2S PAl28 . PAI35~~, . PA18 PAIS PAl8 PA35 HPAl8 HPA35 PAl18 18 PAI23 23 PAl28 211 PAl35 36 MPAl32 33 MP 144 45 .!AI 18 I .eAl' 23:. . ~ 2Q PA3 36 PATM2S .28y. p PURLIN ! , SLAB ~ ELEVATION B i I,Mlnlmum pencll1l1on tor 18d cammons" 1'Vte', "--' ...... : UIl boll values assume a mlnlmllm lumber IhIckntss vi 21i', I IXCept the HPA wIIIelIllt!luIoIv mWmum Iumbcr lhlc\ntSI oI31i', : 3, TGel tlnktl1 (9 gaugt x 3~:l ar lOcI cammons may be IUbsIJtuIed ! lor lhf ipeclfled 18d commans II US vi.,. lable loads, . . , UlIlMIIle loads ~vv bHn 1ncJeasId 33'4 tld 60% lor lIIthqualcc or wind loading w!lh no further Incrust tIIowltd: l1lduCl lor . . other load duraUQOS accordInO.to.,. codt. ! 5. The PATio! " doslgned to be ~slilled at, 2' vngle. Loss ~d wIU -PE~ll_ A.. '-SC?0~ ~~E -....-..-,. -..-.-...., .-...-.. ---............. -........-'...'""'"" ........ --.-....~..,~,-,~,~ L.. 1'4''''u. ~~~~ ~4'3. ~ H c...1:>.'ZW'..e> E .5 2>9 . I.-~~P> \ ~o ~T~~~E q5 ,. oT/>-L- I 0 ~ 1 cp N . Thls property lies within Flood Zone X os depicted on Flood Insurance Rate Map Commu~ity Ponel I ' 125096' 0008D Doted:' , 8-19-91 , BENCHMARK: " BASE FLOOD ElEVAnON: N/A SECTION_~J_ TOWNSHIP ..2fl~_RANGLL5.E.- BASIS OF B~NgS: N. R/W l.INE MARINE Sr." BEING EAST/W~T.rM)-:' , BOUNDARY stJIMl':'. . ,. ..' . .LOrs 16. 11 AND 18, BLOCK R, BAY, TfRRACf:'AND BAY TfRRACE.A/){)ITION. " ACCORDING TO, THE MAP OR PLAT THEREOF, RECORDeD IN P[AT BOOK 1.3" PAGE . . 22, OF TH~ PUf!L1C RECORDS OF PINELLAS COUNTY, FLQR/~ ~ ..- , . LESS AND EXCEPT: EASTERLY 7 FEET OF LOT' J 6, 'BLOCkR:. BAY' 7E1\'~CE AND B4Y' TERRAce ADDiT1ON, AS RECORDED IN PLAT BOOK 13, PACE 22, OF THE, PU8UC I1E~F?DS OFPINEl.LAS. COf,JNrr., , FLORIDA, " /-NO ALSO LESS 'AND EXCEPT: EASTERLY. 10 FEET OF,LOT 16, BL~K ~,' ~Y' TERRAfX AND BAY 7fRRAC( ADOITlON, AS RECOF?DED IN PLAT FlOOK 1:1, PAGE 22, OF THE PUBLIC RECORDS, OF PINELtAS COUNTY, FLORIDA, . .. . . 'IR ~' ~ I I . , ' .....---........---...'--;;.- ....-:--......l.u~ I , . I~ rno 1/'2'" . LS JOJ5d P P 'O'~ IttX10 .~ ,I 6' WOOl>. FENCEI (TYPIOO) s, 89'55'48 "E.lM) 140,OO'IR&M\ 1 P.. P, P P~~ P , P~P~P POIIDlI.INCS . .......... P P P~'P _ WOQO fflIC€ ON 0," ~rR) L PUJ!l.IC UTILITIES FA)EME1:J!. P. P --. ,..:~C~" '., '. ,... '" 30." . 'I '1 e- ~I ::s ~ 11 t- O ~~ (()O: ~ ~~ t- ...J ~: I~ C).... t--t- .t:r) C) I C)-...J b" C)C &):1 ~I I I I " ~ t 0> .."'t- ~ . " . . : ,. " ':. ' ,'A .:P.~~t> 406.2' .. ::,J' :E:~~~:~~:;.~f:f:~~J~t~:J 'L'OT 17'" .:'... : ,~ ~::' I', ,~' '" "::''' .. - .. . " . ::::~~:::::~~:::~:.::::1~::::~~~:=: .' .,' '. 4 ~. 00. . . : '-.......t.....,..........7"........ BLOCk R ,~ .:, '.' . , 4 ::::::::::~Jt'OOD:,_.r.::.:::.. ... ~.. neftI( PArJ~ ..' I :::::;:::Pf..9.K::::;-:::::::."....:.,.. ... ... \ ......-' " ,.:7"-1 i ' , , , ,.." Vf . .......f....,_:................,...,_....f.................,...............f.._.. ., ',' , "",I ~. · :;,~;i;;~~~;~::;:::~~~~~;t::::':::,',:~:~;::,;~L;;~~,;~;~::;:;::;,:(;';:7.::..' ," ~ '~" ~~ ~' . . ' , ~i - t:; , ":::::i. ", l' ~ . "WEST 40 ~h ' ......... LOT '16 "~.~:',' WOFP DECK \ofRANDA (,:~~~),. ,~, , ,.,: " BLOCK, ~ . IQ,O' ~ ,... POOL ~, :;:::: '. :;' '1~' , nTFR, ~1f'R ~ "........ '. ~ ~ .. .~;:::f:: ... '.. " ..'~ ' TWO STORY ..;~::..:,:: ~:;-'":~~ _:..:.. i7.j'~ - . . FRAME RESIDENCE .', ;', 11032 - ~ ',: " r " l'iOOO"FTNCE ~ . I: 2Q,O' :4~'L - - - - - _5.H'_~ - -- -t- ,... I. . . 3. ~_~ (Vf'jD wooo PO~\.. . /,"_ ',:...., T T- . I"t-. · 2$.4', I' "-~',Jl J~' I JS' B()ILOING LIN~ I ~:; , i ' ~~ II ... , , ' I (PE~ .pLAT) I iii., · i 'J ,w ' ~ I c ~t , ~t c:'.~i' ~ . '.~: i~ ..:. i~:i ::"e~' ~ I I CONe: ,4 I ,:,~, .:.~, }' M,' , I . I WALK!, I' FNO 4..4" ell I I (NO I) SW COR, I :.' I LOT 16, BLOCK R , . /O'(O~ 1IO'r, , 16/,J2'(R) ; !~ ~ ))'" . '\ . I ;. ----- . 121' : - ' Ai] -.,'~ /. _ 2.2L _ 4 'lIOOO FfNC€ (UNOCR CCHSTRUCTlON) . LOT 18 . BLOOK R : jc,7' FRAUf ADOIT10N II,". . C) C) <: T I I I I I I I;" <:$ .. ' " '.: 4 ;: ~ . 140,O'(R).. . ,:A,~:\..cQ~~ ~ALK', r.::.iS, . . ,~ ' ':,' ':4 ~ : ;',,' ":,':, WEST 140, 1 '(M) ;,' . p] " .i . '-..... CO~C CUR . . MARINE $TREET -(FIELD) MARiNE AVENUE 60'R/W (PLAT) ASP PVAlT. , . ..~,__S. erE ,~tJ Seb..LEI "~ 2b~e' ~. 1. IT IS THE INTENT OF THE DESIGNER THiA T THIS WORK BE IN ACCORMNCE WITH ALL REQUIREMENTS OF THE 8UIl-DING AUTHORITIES HAVING JURISDImON OVER THIS lYPE OF CONSTRUCTION AND OCCUPANCY, 2, THE CONTRACTOR SHAll VERIFY All CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHAll REPORT AU. DISCREPANCIES' 8ETWEEN THE DMWINGS ANI) EXISTING CONDITIONS TO THE ~SI6NER PRIOR TO . COMMENCING WORK.' . 3, THE CONtRACTOR SHAU. SUPPl-Y lOCATE: AND BUIl-D INTO THE WORK All INSERTS, ,- ANCHORS, ANGL.ES, Pl.ATES, OPENINGS, SLEEVES, HANGERS, 8MCING. Sl.AB .. DEPRESSIONS AND PITCHES AS MAY BE R:EQUIRED TO ATTACH AND ACCOMMODATE " OTHER WORK. ' 4, All !)ETAIl.S AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE lYPICAL AND sHA1lee' CONSTRUED TO APPLY TO Am SIMIl.AR SITUA nON ELSEWHERE IN W~K EXCEPT WHERE A bIFfERENT DETAIl- IS SHQWN. 5. IT IS THE RESPONSIBILlTY OT THE CONTRACTOR TO DETERMINE ERECTION . PROCEDURE TO INSURE THE SAFETY OF THE 8UIl-t>ING DURING CONSTRUCTION. All . FOOTINGS, REINFORCEMENTS. TRUSSES. ETC, ~RE TO BE RECONSTRUCTION VERIfIED 8Y OWNER/CONTRACTOR AND A!)JUSTEt> If REQUIRED, All DIMENSION AND CONDITIONS OF JOB SHAU. 8E CHECKED 8Y CONTRACTiOR PRIOR TO START OF CONS~UCTION. .. pLYWOOD' SHUTTERS SHALL' BE INSTALLED QN OPENINGS OF ROOM ADDITION AS PER PLAN IN ACCORDANCE WITH, SECTION 1606.1.4 OF THE FLORIDA BUILDING CODE 2001 vpPA!E i PIeRu,1# B t 2L:;eIZ.07 Zfr:, i .. . . I CERTIFY THAT THJ STRUCTURE AND APPURTENANCFS DFSCRl{IED ON THESE lllANS HAVE BEEN DESIGNED TO BE IN COMPUANCE WITH SECTION 1606 OF THE FLORIDA BUilDING CODE 2001 . , ENGINEER OF WpRK; .. SCIENTISTS & ~GlNEERiNG THIS PlAN IS CERTIFIED FOR STRUCTURE ONLY 1310 HEATHER IDGE BLVD. DUNEDIN, FL 3 698 VOICE (727) 73~-9025 ------~-------:------ FAX (727) 73,8-9505 PAUL E. HAGLER M.A. P.E. FlA,REG.20158 I I '1 'I ! -~~ - to - 0 2-U)~ ZOO --" ..I z " ~~~ IIaI a: '-' W .~Z ., <t (!) ~~ffi 21-0 LL(!) WOZ Ua:o. W...J 2005 _~O) >wLL ~o @ ~ Ci:lm ,....... E o o c... .r:. "0 ....., Q) CO en OJ ~ ........ ~ '- l1- :> .0 Q) 0 a: ~ 2: CJ - OJ w D l - 2: - ..I c( IL WINDOWS AND SLIDING GLASS DOORS SHALL BE / INSTALLED PER. MANUFACTURERS "/ SPECIF=ICATIONS rL-5 j_o 0 ":1-.- oloS-L/ SWINGING EXT,ERIOR DOORS TO BE INSTALLED AS PER MANUFACTURE SPECIFICATIONS ~, Q) Q) .s: en .p c B - :s II c a U ra c en .. I I) D - I. I. .p C I)' " I. I I) .IE CD m CD p~ 5(1) o m (Ju .m E tu. m z~ o Q) ~a t'f) ''f- o 7fJ!..{PI' 'Z. 4 ~,:>" z ~p {.,. \I ~O"O\1 I /" ./ // // / / /////' /..,/' / / / ,. , .~I/ ,.f , ... ... ,./~ ~' " ,. / I \ \ \ _.,"-~ -- ....- ,,/ ~ - - \ - - / / ./, /./ /, /' " ............, '........ ........, ........~ .............- &.~lZ~E. = ~ . , ,N N . _!:3:'1J~ 77_I!G:. _(c>/,e!::~~~"~ ::~~._, 8 "'~"c:..LGo. ctP -J ---, I I I I I I , / / I: . ('1 - . <:I - I of w ~ ~ N l\! I ~~ ~ .~ t; , ~ '-LMl~\ ~ , ... f ~ pa-~qt./.~ c .~.~()Ld.h. r~ -----~ I r--:- '-1--'-',-, , I I I j ,II l\ I I I +_,___ L _ ..,.. . , /tp'..o" ~ 7.!..OI' <!:7,/.J, Sf5-'C,-r;ONA..t- ~~.f?, f)!?, r I I I I ~ I - - - - -, I I I I I 'I , . -" ^ / ./ / / / / " , /,' ./ / .//' .) / ,/ -<< / / ,. ~I W / ,. / -' _?4~~,i' , ,. , ,. ,/ ,.. / /' ,. " / ./ .... .,( Z.Z.''1-,z.''a~ " .._--...._....,...~ ....------ ----.........- -----..-...-..--... .---"---~"'-"_.""""-'_.~_._-'-""".'-"' ....- / ,. - Vz. Yi34 It.34 r: &, 6.!!:o ,,~' 2',2' ~ 2.'2') I G :'a:>~ 2.~Z'1 FRAME TO FRAME SHALL BE NAILED WITH 160 NAILS AT,16" O,C, lLD'~~lt 'I I q\~O" 3o'..!>" ". ,. 7 8 ~(P" I FLOOR PLAN SCALE 1/4"=1'-0" 1I2"X8" ANCHORS BOLTS EMBEDDED 6", @ 4'-0" O,C.. , 16"X16" MONOLITHIC FOOTING REINF,WI 2#5 RODS CONT. ON CHAIRS --If I ~ \) . . ~ ... ... \) 'I N {\J TYPICAL 8"X16" CONCRETE POURED FOOTING REINF.WITH 2#5 RODS CONT. ON CHAIRS. i j .2>',4'< - :...r.::-::::-:.:::-:. I I I I I I I I I I f z~s,l I - I 1 .~ .~ t\1 '!\l \.l~ -T.,..Y-PI GA L 4" CONCRETE SLAB REINF, WINO,10 G,A,6"X6"WlRE MESH OR FIBER MESH OVER VAPOR BARRIER .006 Y,ISQUEEN ON COMPACfED SAND Fll.L TERMITE TREAT SOIL ELEV,O,O" 4" CONCRETE SLAB REINF. WI NO, 10 GA 6"X6" WIRE MESH OR FlBER . MESH OVER VIS UEEN ELEV, L~lJIft. '" ... "___' ____...1 I I I I I I I "\ ~ I..., '8"X16" CONCRETE STIFFENER REINF I ,WITH 2#5 RODS C;ONT,ON CHAIRS I ",I I r------ ----. I ..- .,.., ./ 1/2"X8" ^NCIIOR BOl.TS !:MBEDDED (," tf.1l 4'.0" O.C, 1 FOUND~TION PLAN SCALE 114"=1'-0,,1 . I. -f'-':Il~-----".._- ,. /' ,/-'" / " ./ / / ,,/" .' / .' ,.' " ---I / ~t- / " \5~OI' 30 ',t'':?'' 2.4 ~~t1 '..t;:)11 7B'-Io" 4" CONCRETE SLAB REINF. WINO 10 CA 6"X6" WIRE MESH OR FIBER MESH OVER VISQUEEN ELEV,..(~,'\ FOOTINGS ~. , All exterior walls. bearing walls and columns shall be supported on concrete footings of sufficient design to support safely the loads as determined from the character 'of the soil. .'~ Monolithic slab' on grade interior foundations may be used in conjunction with stem wall.exterior foundations. A soil pipe or woste pipe or buildin~ dr'aln pIlSsing urlder a footing or through Q foundation wall shall be provided with a relieving arch or shall be build into the masonry wall an iron sleeve two 'pipe sizes greater t.h!1'l the pipe passing through, . CONSTRUCTION , Footings shall be level or shall be stepped so that both top and bottom of such footi;lgs are level.' All exterior footing's except monolithic slob on grade foundations shall be at least 4. wider on each side of the stem wall above, . ' . The outer bar of foundation steei shall be ,ontinuous around corners, The tnin. lap Is 25 inches, FOOTING DOWfLS F?r+iRfj ""v'el baP' ,~gll be pro"ided f~1l "erticlll wgll I'eiAfercell\IAt III t~1 follo'JliRg IQClltioR'., ..t ~ t all l;OPA8I?" , B. 'I __.1,' .s:Jl. .f i~_':":lJ I..JflIL 11.-.. l' Q' ..:J.. r ., -"rA' -+ tool. -;'re ef ~,u.iftg lMre th~- '''. .,. ..,lie D it O.e..!Sf ':_11 that is ift 1121 ......~4 t"iFul JttAI .. . F?t'tiR3 go"'el. II elld:t loclltlQIl r~glll1e ""1\1 riIlllRd qUQRtity II' "epiiclll Willi ralRfoPClll\IRt gb~'" I'll fogtiRfj ggwelt dlllU hlll.'~ II rtaAdQP~O IIG!lPaI hoek IIA" ,hili ill' IIll1iellllell D {Achee lAta' 8 iAdl fogtiR!l' llAGl1I1l\iAi1l\1/1l\ gf .~ iRrRa, iRtll 911 ~tRQP f~gtiR!lr. ~g\I.'" !lap, cllalllgp "lIptlcllll'.'ell plliRfePGlllllllllt IIl11i", af 2D illcller. 1. ANCHOR BOLTS SHALL BE 1/2" DIAMETER STANDARD ANCHOR BOLTS WITH A MINIMUM 6" EMBEDMENT, 11/2"DIAMETER'WASHERS, 2. BOLTS SHALL BE NO MORE THAN 4'-Q"O.C. 3, AT CORNERS 2 ANCHORS BOLTS SHALL BE PLACED WITHIN THE FIRST 1 6" 2. AWNING OR SINGLE HUNG COMMODITY SIZES MASONRY OPENING HEIGHT 26 38 3/8 50 5/8 63 73. 26 38 3/8 50 5/8 63 73 26 38 3/8 50 5/8 63 73 26 38 3/8 50 5/8 63 73 WINDOWS 1. 2. CODE SIZe WOOD FRAME OPENING '. WIDTH 191/4'" 19 1/4 19 1/4 19 1/4 19 1/4 26 5/8 ~6 5/8 26 5/8 26 5/8 26 5/8 37 1/8 37 1/8 37 1/8 37 1/8 37 1/8 53 1/4 53 1/4 53 1/4 .. 53 1/4 53 1/4 'CONVENTIONALL Y FRAMED VALLEY DETAIl.,. WIDTH 12 19 7/8 13 19 7/8 14 19 7/8 15 19 7/8 16 19 7/8 1/232 27 1/4 1/233 27 1/4 /234 271/4 1/235 27 1/4 '1/236 27 1/4 22 37 3/4 23 37 3/4 24 37 3/4 25 37 3141' 26 37 3/4 32 53 7/8 . 33 53 7/8 34 53 7/8 35 53 7/8 36 53 7/8 ,...... . .~ HEIGHT 26 1/4 38 5/8 50 7/8 63 1/4 f'3 1/4 26 1/4 38 5/8 50 7/8 63 1/4 73 1/4 ,261/4 38 5/8 50 5/8 63 1/4 73 1/4 26 1/4 38 5/8 50 7/8 63 1/4 73 1/4 3, I.. . . Alloch To Plywood Shcolhlng or Led'ilor. (try") . +2-1 till 10llnoa. Rldga Beem Coonec:t.t~n /. " 2- '6d common nolI . , 2-16d common nolls / (TypIcOI) .. , I .., 2, 3. 1,' Ri<!Qo D.om Slop'uV 1, FOUNDATION ANI) STRUCTURAl. ~ Inspection of the site indicates soil bearing capacity of 2000 p.s.!. Should other conditions be preSent builder shall notify designer, Soil shall be treated for termites. , All concrete shall have a min. strength of 2500 p.s.!, at 28 days. All reinforcing steel to be deformed billet steel conforming to ASTM-65 grade 40 and that ties be steel conforming t~ ASTM-615 grade 40, _ ' Welded wire fabric shall conform to ASTMA.185 , Owner I contractor shall verify all openings, sluves, anchors,. bolts, and Inserts. , All reinforcing details to conform to manual of starldard ACr-315 unless detailed otherwise. Provide spacers. chairs, bo(ter$, ete, as required to assemble place and support all reinforcing in place. !!,flfIlf\~"i..m' ilttllll stulllltl.t i. "''1111'1 tkll. J 1.'1. fnllll ',,",m, . Clnlrlhltu"" ,t..flll".t !Ill III'A.If....a th",,]" frllll tip .n~ Itfthlll. Footing and steel to be placed 3. cleOl' of the bottom,' Bottom of footing to be at least 12'. below existing grade. Lop 01\ grade 40 steel 25" Lop grade 60 steel 30" Grout shall have a mQ)(, coarse aggregate size of 3,(8. placed at an 8 to 11 inch slump ,~d ave a min, compressive strength of 2500 p.s,/. at 28 days, Compr'essive strength of 2500 p,s.i. when tested in accordance with ASTM-C1019 or shall be in accordance with ASTM-C476, . GENERAL NOTES 2; 3, 4, ./ +2-1611 loonoll. (Typ.) WINDOWS SIZES, SQ FT, TOTAL GLASS MEA 12,8 19,1 15,\) 22,5 CHAPTER 10 1005.4.4 EGRESS QUALIFYING SQ, FT, CLEAR OPENING 25 6,0 35 8,9 26 7.4 36 11.0 2001 FLORIDA BUILDING COOE 20. MIN. WIDTH 24" tolIN, HEIQfT 5,0 SQ, FT, MIN Cl!'.AR OPENING tolIN, TOTA/. G.lASS AREA 1ST FL@ 5.0 S,F, tolIN.TOTAL GlASS AREA 2ND FLOOR 5,7 S.F. CLEAR W X 'H 5. 6, , 7, . 8. 9. 10, 11. '.12, 13. WOW 33 112 X 25 7/8' 49 5/8 X 25 7/8 33 112 X 32 49 5/8 X 32 :' AllIx;h AA111e Uoom tD ClrdtrTruu U.lng . J-l~ Common Non. , 'tt" ',;) THIS CONYENTIONALL Y fRAMED VALLEY IS DESIGNED TO WITHSTAND 123 Mf'H WINDS AS PER THE 2001 FLORIDA BUILDIN'3 CODE VERTICAL WEB BRACIN'3 REQUIREMENT: VERTICAL WEB MEMBERS LONGER THAN 7'-6" 'MUST BE BRACED , , WITH A 2"X4" L OR T BRACE STIFFENER NAILED TO' EDGE OF MEM!3ER WITH 120 COMMON NAILS Sf'ACED f>" O,C. SCAB MUST EXTEND AT LEAST,90'r. OF MEMBER LENGTH. LUMBER REQUIREMENTS. ,..".~ " "" , \ \ _.JI ) ~,... ,.. d : ," ',", "" -~ J ., ~ , WINDOWS AND SLIDING GLASS.DOORS SHALL BE INSTALLED PER. MANUFACTURERS SPECIFICA tlONS SWINGING EXTERIOR DOORS TO BE INSTALLED AS PER MANUFACTURE SPECI'-~CA TIONS PLYWOOD' SHUTTERS 'SHALL BE INSTALLED qN OPENINGS OF ROOM ADDITION AS PER PLAN IN ACCORDANCE WITH, SECTION 1606.1.4 OF THE FLORIDA BU. ING CODE 2001 \ 4l~'. \t~i<;;) i...... RIDGE BEAM: SLOPING CHORDS VERTICAL WEBS 2"X6"(MINIMUM) 2"X4" 2"X4" #2 S,P, tt2 S:f', #2 S,I', P A/HP A ~~~tJgRS I Wood,tiXonCf1lte and -<:oncrele block connectOrl thaf satisfy code requirements.. this line consists of single units. with no separate anchors required. The PA's Dual Embedment Une allows installation In concrete or concrete block: .' " . MATERIAL: CPA/-:-; 8 gauge x 31',': MPAl-14 gauge x 31'.: ....,. ~'-. P.A-;,;12 gauge x 2V,..; HPA-l0 gauge x 2V,.'. FINISH: Galvanized. Some produ,ts available HOG or Z.MAX. INSTALLATION: ' Minimum concrete strength is 2000 psl. . USI aU spetJfJe,d f~steners; some models have extra fastener hole~. .See General Noles. . , . Wood splilllng may occur when anchor Is nailed to wood less than 3~' wide. For width. less than 3~', see PAHO Holdowns for alter, nate nailing configuraUons, or PAl. CPAI, ; . PA Is a straight purlin '~or thai attaches to the top of the pullin., 'PAIls deslgped for wood HoIsts, NaU spacing Is for lOdx1'Al' nails 3' on center. 10 mInimize the chaslce of wood splitting. MaxllT\um ledger wid1h for full loads Is 1 ~", '. EDGE DISTAHCE-Mlnfmum concrete edge dlslancels 5", Mlnlmum col1Cflllf block leMo-right edge distance Is 2D'. CONCRm BLOCK WALLS-The masonry embedmenl fine on Pi\. PAl. PATM. MPAI aUQWS for 4' of groUt embedment In ntandard 8' concretd masonry unit The mlnlmum waU specfficatlons are: one 14 ver1lcal lebar, 32' long, at 32' o,c,; two courses of block' above and below the anchor. a horizontal bond beam with two , 4 rebm. 4D' Iono, a m3xlmum of two courses above or below the . anchor: all cells grouted with 2000 psi ~' aggregate groul , Grout shall be vibrated 'per the 1997 UBe sectlorrZ104.6:2: -,. OPTIONS: See LlT and HTT Tension nes. CODES: ICBO 4945. BOCA. ICBO, SBCCI NER.393; Dade County, , FL 97-0325.03 (PAl;' Model I Fasllnl" I Allowabll Loads No, ~. " Nalls ~ tv3' I (133) .1, (160) Diy 0 II I Nail. I Bolli I Nail. I Bolli . ,.., CONCRETE WAll CPAI32.. 32 ll).IOdxl - - 1940 2330 ' CPAl44 44 24-1Odx1 - - 2910 - 3435 - PAllS 18 12.IOdxl - - 11460 .1505 - 1805 - PAI23 2~ 17.1Odxl - - 11460 2130 - 2560 - PAI2S. 29 23-1Odxl - - 11460 2885 - 3460 - - PAI35:'.. 35, 29-1Odxl - - 11460 3635 - 3685 - , PAlS 18)( 12.16d 2 11460 2255 1745 2705 2090 PA23 2:>>l' 1l1-16d 3 11480 3385 2430 3685 2915 PA28 29 2()'16d 4 11460 3685 2940 3685 3520 PA35 35 200 16d 5 11460 3685 3285 3685 3685 HPA28 32" . 24-16d 4 J 14684 4845 '3125 4845 3750 HPA35 38" 27-16d 4 1&397 5420 3125 5420 3750 CONCIlETE BLOCK WAll PA1l8 18 l()'lOdxl . 8587 1255 1505 PAl23 23 1S-1Odxl - - 8587 1880 - 2255 PAl28 29 21'1Ddxl - - 8587 2630 - , 2815 - PAl35 35 2l).1Odxl - - 8587 28'15 - 2815 - MP Al32 33 1l).IOdxl '9267 1960 - 2355 MPAI44 45 24-1Odxl - - 9261 2885 2865 - l~lS 18 1()'16d 2 ,,8581 1880 1745 2255 2090 I PA231 '23 ' 1a-16d 3 , 8581 2815 2430 2815 2815 . M!r" 29 'll1-l6d 4 , 8581 2815 2815 2815 2815 PA35 35 Il1-16d 5 " 8587 2815 2B15 2B15 2815 PATh125 .28~ 13-16d 3 7067 2335 233S 2335 2335 1. Mlnlmum penotrJUon for 16d I;Q/MlO(l$ Is 1'VoI'. . - - , v.... tAlI bon values Ulumt a mlnJ"",m Iumbotr thlew$S of 2'1\', lX'ept tht Hl'A whldl requh a mliUmum lumbotr thlekne$S 01 3\t'. 3.164 ll~" (9 gauge x 3~j or lCd ~lM1Qns INY be sublUtutod lor tht IPKlfiod 16d ,ommons at o.aS 01 tht !able loads. . ~.AIIowill'e loads ~vI been \nQ'suod 33% WI 60% for earthquake or wind loading with 1\0 furtht,lncreasl aUowed: redu<< lor other load duraUons a~oroing.to thl code. 5, The PArM Is dO$lQnlillo bt !h$WIIil ala 2' anOlf, Llls load wlIl --'-PE~ll_ /')... '-SC?0~e~~-~fZ.. - ,-- -----,.- -- -..-..... .......... ..,-. .-..-. ,= 1.... \~1'Nc.:" ~~If!!~ 355 ~ .. (;..~t;2~GE 539 "L- ~~I'> \ .. ,...51 Z- ST=\Z~E ~l -r oT~:C" - I 0 ~ 7 ct1 N ---;~.~-"_....~.._-_.-:_~_:;;,;;::.;:;...;.~~ ....,......-...=-~-"~..~--- , W ~ <(! 0L: >- < W ~ ---.J D Z 1O.q- D :J\-IOr:<) Z <W~O <( 0L~r:<)d? 2 <\----.JdJ cGU)LLOJ 0 DL N o .. <( W DL"' ,--.... 0L:0L cGZw\:'-. 0 >-<\-N cODL \:'-. DU- < <.'---/ Wz D~S:'" ---.J DLW \Do <(N<(Z O~ DLt<)WO ~~ WQ---.JI OD J"-O\L,. 0L:D ~<( OVER ~' TO 8' OPENINGS PA UAUN ELEVATION' A .., ....._._ _w".,_, .. . ." ,-, P SLAB ELEVATION 8 ~ -~CD -:JlD -1-0 -I-~ 2 (J) (l) _z" ...z,.... fII/If <{ " ....... U (\j LL-" a:1...J W · ~z .., <{ (!) ... LiJ (J) IW 21-0 u..(!) WOZ Ua:o W...J 2 ll) :J _~ll) >Wu.. ~o .. . This pr9perty lies ,'witliin Flood Zone X as depicted on Flood Insurance Rate Map Communily Panel I , 725096'00080 Doled:'. 8-19-91 , BENCHMARK: BASE FLOOD ELEVATION: N/A SECTlON__J_ TOWNSHIP .29..!i_RANGt:.JfiE,_ BASIS OF BE:ARINf:;S: N, R/W ONE MARINt: Sr., BEING tA5T/WesT (M) . : . BOUNDARY SURVEY:, ,. " .LOTS 16, 17 AND 18, BLOCK R, B4Y. TE:RRACEAND B4Y TE.:RRACE.ADOmON, ACCORDING TO. THE MAP OR PLA T THERtOF, RECORDED IN P{AT BOOK 13, PACE . . 22. OF TH~ PUf!UC RECORDS OF PINfLLAS COUNTY, FLQRIDA,- .' LESS AND exCEPT: EASTmL Y 7 FEET OF LOT'" 6, 'BLOCK. R:. B4Y' Tf:RRACE AND B4Y Tf:RRACE ADO/17ON, AS RECORDED IN PLAT BOOI< 13, PAGE 22, OF THE, PUBLIC qECORDS OF PINEJ.tAS COUNTY,. F7.0RIDA, . . . ,,'. ..., , AND AL$O LESS AND exCEPT: tA57ERLY.10 FEET OF LOT 16, 8LO<;1< R" ~Y TERRACE ANO BAY TERRACE. ItDOmON, AS RECORDED IN PLAT eOOK 13, PACE 22, OF THE PUB.,UC RECORDS OF PINELl:AS COUNTY, FLORIDA, ' ~ . ...---.- S .' 1 , .1 6' WOQO. FENCEI (7YPtcJ.L) i p_POp~~~p_p_p S,8p9.~~/48:E.(Mi....110,09'(R~M)p I l+()Q0 f'f'NCCCW O.IS' :,0'((( :JQ'(R) t.. PUBLIC. '-!:,'?..LITlf.~..ffA~}fENT 'Vl - -27,,- -]' ,;. ". ~, ':1' . ' . ['~~' , III . . . _ 22,r.- _ " . ' IS '11000 FfNCC (UMXR CON!iTRUCPON) LOT 18 . BLOCK R ~ :t 0) "'~ ~ JO,r '. ,., , ':. :"4 ''P.'it9~t) ;' J' ~:::::::~~:?::.::;:~~~:::~~-:~~ ' " :,. :,: ~" I ...' '':':J' . -.. ' . : ' , ::?:~::~~:-~~?~:~;~_;~~:::~::?:~ ' La T 17, . .. '.' ,', ~ ~ :' .. . , ,".....-'.-'..,....'........'7....... BLOCK R. '" .~' :'! ~[{~~E~~~?:f;~f~_~;~;2~i_ ... }Ii ~.' A~ ,.m: '.:::::; ,.' l' 9 ' J' WOOP,:,:CK ~a< ~~.:. .~. ~~~iCR i )f~i~~:,/.'ll: 'I I '. ""I .., ~ 4- ~~~~ FRAME ADOmON 2/,6', ,~ 0.' U- ~'. 'U\ ~ 6)4 (4 b C) <: w--w- " WOiJD'FF:NCE - - - - - - ~'_ .:.- - __ I , . ~ ~ -;:, ~ g T7~- I, '35' BUILDING L1N~ (PER ,PlAT) I 1i:' l'" C) ~ 1 I I _._:_~ . I' " I ~. lie:':; ... ~s ~: ~~ I .CONC I WALK I . I 10 ~I cj I or 1, IT IS TI-/E INTENT OF 11-IE DESIGNER 11-1 A T n-iIS WORK BE IN ACCORDANCE WITH ALL REQUIREMENTS OF 11-IE BUILDING AUTHORITIES I1iAVING JURISDImON OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY, 2, THE CON~CTOR SHALL VERIFY ALL CONI)ITIONS AND DIMENSIONS AT 11-IE JOB SITE PRIOR TO COMMENCING WORK. THE CON~CTOR SIKALL REPORT ALL DISCREPANCIES' BElWEEN THE DRAWINGS AND EXISTING CONDITiONS TO THE DESIGNER PRIOR T() COMMENCING WORK. 3, 11-IE CONTRACTOR SHALL SUPPLY LOCATE AND BUILD INTO 11-IE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS. BRACING, SLAB ,- . DEPRESSIONS ANI) PITCHES AS MAY BE REQUIRED 'TO ATTACH AND ACCOMMODATE. 011-lER WORK. 4, ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDEI) TO BE TYPICAL AND SHALl. BE CONSTRUED TO APPLY TO A,NY SIMILAR SITUATION ELSEWHERE IN WORK EXCEPT WHERE A DIfFERENT DETAIL IS SHOWN, 5, IT IS THE RESPONSIBIUTY OT THE CONTRACTOR TO DETEAAUNE'EREcnON PROCEDURE TO INSURE THE SAFETY OF THE BUILI)ING DURING CONSTRUCTION. ALL FOOTINGS, REINFORCEMENTS, TRUSSES, ETC.,t!.RE TO BE RECONSTRUCTION VERIFIi:t, BY OWNER/CONTRACTOR AND ADJUSTEI) IF REQUIRED, ALL I)IMENSION ANI) CON)ITIONS OF JOB SHAL" . ~ CHECKED BY CON~CTOR PRIOR TO START OF CONSTRUCTION. - ~AR/NE STREET :(F/ELD). MARINE AVENUE60'R/W (PLAT) -~=S_ITE, .RJ;..K.\ sch-.LE. I"=- z.c:. c>" mo 4'lr4" CII (NO I) SW COR. LOT /8. IJt.OCK R _" n ( " , . ....,.--. -,,::.-., ' ~~mo 1/2', p- p- p- ...!!..:.OdJj 40'(0) IO'(D. 11"0O(, @ =:Lg CifiD TWO STORY /J.;::~;~::: ~:;-'":~: FRAME RESIDENCE #1032 ~ '=' el ~ ~ 11 I- o ~~ <00: l'<) ~~ ~o ~".,J ~ I~" ~ rn.. ~ ~ C)- -I- l")OI C)-J b'" 9~1 <;)1- ~I z CJ - UJ w D - - 47:j'- - - - - 29,0' .' '. , <I'~ ., , . , . .... . '4-48 ."- 1. . .. " . ..,.:..,-~'- - -:- -- tVf'RfD wooo PO~HI~ 2'.4', ~" j' . -~ ~ .' / " ' . , . 4 . :.'~~'~I" ". :' ~ . ...~ '. , " :~ ':G}'" " - z 4', . : . ,4 :"/o'(o)dL I\'CS r, . /8/,J2'(R) , I' FIIO '111.' II 11 ~/) .. r - ..I <t LL . ... ASPPVMT. l. . fla~~ Fe.. ~ tc>>'t... -<>: Ci)'f ~, Q) Q) '..c U) 1""..,.,'_.\. , ii ., ' ---~- I CERTIFY THAT THE STRUCTURE AND APPURTBNAN{:E$, DESCRIBED Oi'I!'Hf:':a PLANS HAVE BEEN DESIGNED TO BE IN COMPUANCE WIlli SEcT10N1606.0F THE FLOPJDA BUlI.DING CODE 2001, ::,-,-'~-; -,,-' - ENGINEER OF WORK; SCIENTISTS & ENGINEERING 1310 HEATHER RIDGE BLVD, DUNEDIN, FL34698 VOICE (727) 738-9025 FAX (727) 738-9505 THIS.' , IS CERTIPlED POR ~TRUr:TURE ONLY J .,________ C--~.. ~"S "e;J'-- FLA. REG. 20158 PAUL E, HA.GJ:..E~ .. ~,.._---_.",... E o o c... ..c "'C +J Q) CO en en :> Q) .c a: ~ . 0) $ o .., C II .., - ~ III C o U ~ C at I. III I) a ill OJ CD ~~ 5(1) o co U-o ro 'e: 'E .Q c.. U. ro . Z ,~ o~ U1 c ~a - ca. I. ~ C ar 'U .. III ID ,IE ('<) ~ o ~-_._'~--~-----------~-~- ''-'~-~---~- -- .,---~--_.~------------- .:-: ~ R ,- -.. F1e'E5(?tPCA$"$..~IIIIV~S ~. 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'" --'.. -~.~::~!~~~K{~~~t{~l~~~{~~~-- r! 1 . i -='~-;.~;~~~0~~~~~Fl~ ~~c~::=;;:;~~:~: ~ .. .,.. ..'~' """"~'",,"". .............. , '.,' I' -~_. ~ ..- ... - "'---'-, --.. _. ..- . -.- .._- - -~_...~._----_. ... .- ~GJ ... -. o (1 (J< vi' . ')~~I~ ~--~,.,,~'""""- I r= L .~~ ~...._-....._-_._- ~' \~ .""-I'IlIi , ,.".t J( ItA ~ ~. Ml1~\. ~;.:... ..<:;.;.'..:.;;.,;;;,.:.~~"'"'~~~~;,,,~~~"'~~~~~~,,~u.~~. r '. ". '" 'FRONT . ELEV A nON SCALE 1/4" 1'-0"1 Z"~\l1l( ~ Wz.,.tA~ 'Uj ,3"<4 ~ '2.'~H~'" --l!fI$.7/Nti>...~ . 3'1 "'.2.~~a~~'f.Z;~~' ~'- .., '1z."'Co ""';;;,r,."..._.... d. -- . ""'IV ""\..C""<---. '" ... .""".'r'-'1~.....,./"" ,Ie.,,-," . ....o.i.rs.....,'r-.-<:;...t:::".... ~~. ~ .w\r-~Q."~t..JP,~.. .,.~\.^.R"t::";:;JJI.1..1'- \ z."c;:\ e. IN r-, C:!,..Q y ,/ '$7~'~rc, 'It..f/All,... wI "Z (J&J';;A 1'f2A.I-I~e ==r --Z',<t:;"~' - - /////"/">f/:,,/// / ...J, , " " / " " '.. t.. , ) G,O. "T6:/:1!!:S'c;-'"J:itre'::-:. :. . . . . . .'Pt0tCfe;(~::\Z.[~~:Pr~~ .....~...... _....'''''--.....~ ,. ....-- t.-r----=-,_____~ l. /,../ --. ~.",/' ,~,.:. ".. )!'/ ./.' /' ,I"J.' .,.. 1 .:'Z.-;2"~-4.ji . ~". -,': " Windsor Door Company '-........ -F"II3E'(?c.CbS.;$.. 51;11 ~OU: .,.,.. ~' ,.,/ . ....,..,..:'..."r"JI'~ .........,...-"., ,-:z.~'t4"C!1 . o'~ ..""./'", ,,' '"......' . ./~" ,~~~, .' '. ~~ "'..././/.. ~ b,,..,,.-../~11"l<. 4-" Bli:7ClZI ~C; ~ \;i~f1-'> :1!v.ss~s \ "..... . ~/., ?') .-:-'.H:rS'I(;'GIGici.t?, / ~ '..",oF- t:.c::4Z-T=> . ---- ,,....-. r-- t. t. -.F'/BE1?t::l.4S5' iSlllrv(d...~S. .' ~ ,.f . ",' 'l] o -'/ y .~ Models 424, 530 535,426,450, 454, 550, 430 Florida BuildinriCode SBC 000," Des;~' Test Design Test Door Size Winclspeed EXposUfe PresslJre Pressure Drawing' Windspe-ed Pressure PreSSU(8 Heighl . Width Cale9O'Y . (,/.) (./.) . (./.) (-/.) (II) (n) (mph) (ps/) (psI) (mph) (ps/) (psI) 100 B 16 / .18 24 / .27 99.8.03 I 100 26/.29 110 6 19 / .21 29 / ,32 99.8.032 110 35/.35 I 120 6' 2J / .26 34 / .38 99.8.033 100 150% 26/.29 38/-44 120 C 30 / .34 45 / ,51 99.8.034 110 150% 33/.37 50/,55 Up to 9.8 130 6 27 / .30 40 / -45 99.6.034 110 150% 33/.37 50/.55 130 C 36 / 40 53 / .60 99.8.039 120 150". 37/.41 55/.61 "0 B 31 / .35 46 :/ ,52 99.6.034 110 150% 33/.37 50/.55 140 C 41 / .47 62 / .70 N"". N"". None N"". 146 C 45 / ,51 67 / .76 NOlle N"". Non. NOflG' . 100 B 15 / .17 23 / .25 99.6.031 100 25/.28 110 ' 6 18 / .20 27 / .30 99.8.032 110 31/,35 120 8 22 / .24 32 / ,36 99.6,033 100 150% 24/,27 37/-41 From 10x8 120 C 29 / .32 44 / .49 99.8,034 ' 110 150% 35/.39 52/.53 through 16:1t a 130 B 25 / .28 38 / .42 99.8.034 110 150% 35/.39 52/,53 130 C 34 / 'J8 51 / .57 99,8.034 110 150% )5/,39 52/.58 \40 B 29 / .)) 44. / .49 99.8.034 II 150% . 35/.)9 52/.58 \40 C 40 / .44 59 / .66 N"". NOn. None NOll. 146 C 43 / .48 64 / .72 None NOlle N",,'. None 100 6 15 / .17 22 / .25 99.8.031 100 25/.27 110 6 18 / .20 27 / .30 9g.8.032 110 29/,)) 120 B 21 / .24 )2 / ,36 99.B.033 l00@I50% 27/')1 . 41/-46 120 C 29 / .32 43 / .48 NOll. N"". None None 18.8 130 B 25 / .28 38 / .42 99.B.03) 100@150% 27/.31 41/ -46 130 C 34 / .38 51 / .56 N"". NOll. None Nono 140 6. 29 / ,)2 44 / .49 N"". None None None 140 C )9 / .44 59 / .65 None Nuoe None NOlle 146 C 4) / .47 64 / ,71 N""e N"". NOlle N"". ~ ./' ?~!'~7"'cJUO:::"'::: .::',~ iT 'l' .~ '- ~ ~ ~ f , ' . '. rY /" ! "7~(/~ 1c.1~ rn.~ ---_.--_..__.__...~......_-....,......,'- ...._~ .._...~.....__..~..._-....._-.~-._-,_..__........,..._--.... ....'~..:.~.,-::;.:.:.;,Io. ,; 1':. _ -'=---DOgM-~'e .S~~ " -=;.~~.-3/4'\ilto., RIGHT SIDE ELEV A nON SCALE 1/4" =1'-0" , , i ' " ' . i.. .1 . . lLEFTSIDE ELEV A nON SCALE 1/4" =1'-0,,1 A.ssumpHons: . Cet.go')' II, 2'10 End Zone, Roof Height 011025 It. , ..~...~ to" . ~ '" It' . r OOO/l i ," ~ ..'" 7/11" 0... loNe STO<. I1l(; ma. 10 iJ.'U. . . I ,. . T DOOft l" ~ 'OflH 7/'/1" w./S>tORT STt>I. ) _ma.1!lKJ..' , , . sa OEr,ou C '" 0 4'X 15" NR 'otI<~ Ul REQ'O. 110 SO. I". ".... r"l. OP!J4 AAlA) 0P1101W.. ~ )[1/""1",""" CAA~ 8Cl.1"f<<Jf ~4U~ . - SCROr CETAlL D I' CJ<<~ C>l.o,( SltEl. - lll.oCK 00'1 F\.Nl illW)C(T, FASmI 0 \OClOO .WIIJ """ 5/1'- It l-I/,2W SCRt\OS. l r 1.20' ~~~'lit . TO - S/loOOCETS uno . J1-r, l/O-.~ . 51( T1l.ooc IlOU'S. ~ U"(,a'x7') ~ ~ :.,." --J DETAIL A .. 'Q(;A MIl( SlRIIT r lOCA 'MO( SfRUT 1 l' CAG( ~..,.. srm. TQIlI' SfW:Xcr W1l'Wl.~~~ ti: ,~~& ~ t~ :I "". . I 51m1rS t ~ saF ORJw:R. sa: oa,. o. (rri.~~ ....""""It COoiS"\\iCT'C>o USN: (Z) mvrs ~ Pi eG~t4:>$.s.I/tI-lG(..!;!:5;. ,~ I '5 ,/f?p:, F'./ ) _.~ .......-.- ':'.:::::-._,._~~~:.':'...:::'".::: -~.:....,~-_. ....-.~~~ ......- '1. . .~.... ,.~ . .., .. ..... 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FCIl 0llQ l.OCAllOI<S. 000IlS SWUDl - ll4OS[ _ "IU. ..lliSTAI<O ll<( IICRWEll sac PR(SSURE LOooCs. CMII 11<( $AU( COIIOfI1OtoS. lliE INCIltAS[ 11. OOOR ~ 1$ GR(Al'tR nw. lli( l/ICR(.oS[ .. ~ 01$ Th( OOOR SIZE 1$ """C 1WUlO_ OA SHO/ll'tR. DW,G, NO, 99-8-034 SHEET I OF J o 2137 2/9/00 C 1549A B I 549 rOLE/V.NCE A 14049 (H-n) (~) ~:'.m 1413 (I-la-H) (~) I(<<l. * " Rf:',I, e:.C.t'l. DATE N'PROv, ~g~t ....Vir...... NEXT LEVEl. DRAWlNC NO, WAS 101993-10 PLO,r. ~CAlE ~7"'- _..~_ ~ . '. J CERTIFY THAT THE STRUcrURE AND APPURTh'lANCFS DESCRIBED ONl'HESE PlANS HAVE BEEN DESIGNED TO BE IN COMPUANCE WlTH SECTION 160t) c\!1 THE fLORIDA BCm.DING CODE 2001 , . '- , . ~ ~;.-....: c, , ENGINEER OF WORK;, . SCIENTISTS & ENGINEERING THIS P '1310 HEATHER RIDGE BLVD.' DUNEDIN, FL 34698 VOICE (727) 738-9025 FAX (727) 738-9505 PAUL F .- . -------- W ~ <( OL < ~ D Z <. 2 a a. . 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