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Home My WebLink AboutBIN B-5 PERMIT 4330 FOUNDATION NOTEo: 1. 5EE &l-IEET &Nl FOR TERMITE PROTECTION &PECIFICATION5 2. A FOUNDATION OURVEY 51-4ALL BE PERFORMED AND A COpy OF Tl-IE &URVEY &l-IALL BE ON Tl-IE &ITE FOR Tl-IE BUILDING IN&PECTOR& U&E. OR, ALL PROPERTY MARKER& &I-4ALL BE EXPO&ED AND A &TRiNG &TRECTCl-IED FROM MARKER TO MARKER TO VERIFY REQUIRED &ETBACK&. " y' , , I I I I 1""1 10 1= l"'t I' 1cC\ I , I I , , , "6J.J! \!!Y !/ -------------- -------+------------- I-------~ rn ~ _ 3/4" RECESS!FOR GAR DR _f----' VI////h # -= -= # ~~ .I'..d.1I l'.P,1I V l&".m" V I. l'.P,1I I i I I I (A\ I 6IM~! = I I . ~M i '{Y ~ --- =- ~ ~I (F\ ~ , ~ (J\ PARTIAL FOUNDATION PLAN ~ ELEV, 10" DIA. 1/2 COL IIC1E1j(TYPICAL AT A GAR.A6E) 1 1/4" = '-0" ALL WORK SHALL COMPLY WITH ALL . PREVAILING CODES, FLORlDA BUILDl,~.G CODE NATIONAL ELECTRIC CODE A~D ClTY O~ ZEPHYRHILLS ORDINANCES REVIEWED JUN 0 1 Z005 0 FOOTING SC+-tEDULE 0 MK. · ~!ZE RElt-FORClNG DEPTI-I Fl 2 ,-",'><2' -"" (I) lI& . 6' O.C. EA04 WAY 12' DEEP F2 2'.6'><2'.6' (1) lIS . 6' Ot:.. ~ WAY 16' DEEP ~~ FILL CELL WA1~Y MIX TO COYER PipE, (AF'PROX. 3 COUFWE&) NO VERT. REBAR REQUIRED SAW CUT CRACK CONTROL JOINT. CUT TO BE MADE WlTHL'I 24 BOeRS OF CONCRETE PLACEMENT. ~ MIN. 1/8" IN WIDTH ~ IN DEPm , ...----- .. . ~ It, ... , .. " ." '" ,/. ' , , " , . '.. 4 .'\ " ," .. '. '" . 6f., . ~ . .. .' ;'\'. CONCRETE SEE GE:-iERAL NOTES AN D MIX REQUlREME..'HS FOR PLACEMENT, .. .".. ~ '. .." / FL\lJSHED C'ONCRETE FLOOR SAW eLl' ~ " ' WELDED WIRE FABRIC PER TYP, WALL SECTION t .:..~ ;"'l"~ . .,. ., :..,.. ~ ':::-'.. .: ";'.. ... -<':?> .;a.:r:i-',.:, ,,~:r-::-.' ~.~.: :..,. ,.......... .~ ....i :;...' :;. .~ VII''-c D , >)"~ ~~.1~~ ")0"'"..0:: ~ ' V'"~~ I(t'" SA W CUT CRACK CONTROL JOINT . E ; j J ~$~ _/~ #O~- O~ I) .. I) ~ IS ... IS :I ~ '. , ~ I ~ ~ I ; ~ I ~ ~ I ~ ; , " ~ ~ 1 ~ ~ I ~ ~ , '" ~ I r ~ I " ~ I rc ~ , ~ ~ I iI' ~ I n'.~3'-~" / Ale PAP vi r-- FILL CELL WlMAeONRY MIX TO COYER PiPE. (AFF'ROX.3 COUR&E5) NO VERT, REBAR REQUiRED .<!t')'.m" 1".411 I"'.~II ".17)" ".&:''' 1'.117)" ~ I !..1'_mll ".mll ".t." "..d.1I 2'.4" l-I~~tl 1 · r-~--- ----L~----'--~~J_~--- --~ ---,. f---------------F~';.--- --------~ ---. r---I t___~_____~_____.!I_+-----_I~_,. / =-:.i I r------------------------ ----, ::t ~ f[.\ l"-~--------------------------l I u _ , I I- - \ 9,11 J I I j[~~ = II .. ELEvATION <';; I I (-) 0'-3 112" Lr ~ I I P,'.'2" MoO. 11'.IG7.)'. l':l,'.p,1I I , ! r-. . lmll '.?" _ ~G7.)"B' I I I / ,I 1 _= I . I / 1 ,~V ~' .! I I ~ .1 / I I ',I i I f., I I ! '< !', ~ II ...... J I .'/-1 / , ,'~ ----- ----~...J.)_ .--- I ~ 3 112' MIN. (4' NOMINAL) ~ CONC, 5LA6 ON GRADE 2 ...'~ DlV.J"O.IAI WI ~x~ UJ1AxW1A MEet-! IN TOP .7;;J J-OUVI'II-\l.. - OF 1112' OF 5LA6 OR 4' AT tiL IN1ERlOR FleeR ME&t4 CONC. 5LA6 &Lt.8~ OYER i& MIL vAPOR 6ARRIER (f1'FICAIJ C:: ON CLEAN, Ll.ELL.COMPACTED, -= TEfOiMlTE TREATED, GRANULAR <'; ~ FILL. ~ ~ ?'.m" "..d." ';'.17)" 1'.0" 3'.10' 8" thlcker1 edge wi 1*& COr1t~ ~ , ~ ~ I r- '2'.4" ~ -= <'; ~ , , I ! TI I I I I I I .l@> i<--- , t<t: IU - , ~ 'b' '0; ~31 !! &''.It'l'1 I I I I ~I I , I I I I I I I I . I I I d I INDICATE51 .lIS '1 I VERT. iN CONC. MA&oNRY I I I eLK. FILLED OOLID WI I I I CONC. !-lOOK INTO eEAM L I I A6V. AND FTGr. eELOJ.). I I , -J;/4"eJ , I I ! ! ~ ! ~---[-------fo---} --- I ,= .' /tlIJ I ~ i / v, ~ I ~ I ~ I I ~ I ! : ?.d.'..d.1I I m . rA\ ii I, ~ \2V 4.~. II 2'-~1I I " ' i I , , 1'2'.lG7.)1I C:: - <'; !:: oc ill -.....3 ~ ~ n '-- -'t-. ,- ~ ~ t: ~ ~ .J.-.. ELEVATION 'r (.) ~'.3 112" ~ """ "m'_l ~/4'1 '.~ Inu'2'.m Inll S 1 N S il -~'-?II ---1---- 1 i , , , I i l,/t'l l- ,,~.,J'l , I I J'-ClII ! ~ I =- // /1/ //f( / / I ' // I ' 1/ '\. / -'<- _.J__'- /r:" I ,# / /. ~, I ,f' I /.7 /""\; q /~ I) ~~~~'_ \( c) )j ~ '~~ ;:,. %~ ~ !':l,'.I111 l..i'.?I' 1 . l-IB~ ~ , ~-mt: "==- · T~-- V.C, Q ,ill ~ I · I n -FJ.I" - - - '- I J-- - I I I I I I , I .1 I I I I , I I , ~ , ~ - I ~ 1 .1 ,--~~ ~>h II!l ' /~- -it'{!/ ~',,-----------------,~~. '~ I ~J'-i1f - - -lii.Y '/ / / ~ ~ ,r/4"CJ : __---. __ I I I I I ~ I Lr ; , ~ ~'_'211 ~ , ~ 6RIC~_ PAVEr..:6 ri-i-. 1 : ! ~ I I NOTE: I REFER TO ELEvATIONS FOR TYPE Of COLUMNS INSTALLED AT ENTRY I TO EN5URE PROPER ,.. I FOUNDATION REINFORCEMEN, IBE.FORE ANY CONSTRUCTION BEGINS, , .-B 0~ Fl .~ ~~ fPVJ\ ..111 ~?N~ f--------f----- --~ I :/v ill.. ~ - - - - ?'...11I ".4." 11'.IG7.)1I .d.'.lmll .1'..d.1I 1'.811 &,'_?II / It.'.t'l" 1~'...1" ?'.?II J'.4.IIJ'..d.'1 '2'.P,1I ! / l'.P,1I J.ti')' . G7.)1I j ELEvATION ''i (' -7 ~3"" l/2" ~OUND~l~ON Pl~N 1/49 . 1'.09 =" I !:: . LATEST DATE: IN PROCESS DESCRIPTION: REVISION DATE: 09/24103 07/20/04 E.W,O. #1373 ~ ...::t L[) a O'l Q) () QC C en CI' Q) ; C E I 0 ~ ..c: tJ ~ I ~ ~ , ~ = I '" 0: ~ I I ~ N ~ I ~ ; I I I ~ ~ I it p,1I ~ I ~ , ; I ~ ; I ~ ; , ~ " II) ~ gB Un 25'" ~ 1:x - ~r ij ~<t ~ <t'-' <t ~~~ -Ij[ . ~~~ i3j fA\ '\.IY VELEY 'C' ~'( o SAMUEL A. GREENBERG, P.E. o T~Y ~. ~UYN~, P.E. ~12'>122 o IRWIN J. BENSON, P.E. .4~158 ~4245 ~ \3) I . I I I I I/OD' I -<{, , ~'.m ,-1, I I I ~K~ ~ c] '/ h-~~ I r. ~/I 5E~~se~ t%: --___ I f ~I/ ~ ""'~ /' TUB 1\ I all//////// ~ - - - - -1-' t ~ ,,----~/! IT &" WIDE TI-IICKENED. I ED6E WI (\) '5 CCNt. :. ~;~ t f A \ . I ~I ; I I I I. I .d.'.?" ~I.lm" .d.'.~1I t-b ! ___J__ R ___l_,____~~ 1 --=--::..-::..-:=-\. 61 I lV. 'I D. II I I / I REF, ! ~.:.,...; I I I I I I = I / I I I I I -L.!.J ~ r~-~-+-----r------T-- - --------------------rr----;n -:. f / I I I ~AN5EN____l..__.----! ---::1:: V, /, / I --,---~-- sox -~X~ LLALL , ~ Ifl I - Jr ...-i, . , -- N (W,II I .K J ~ I ',~ fe, ! I C1'_G7.)1I "'.G7.)1I ~'.I7}II' ~ r I ELEvATION t ~r.r-l-IB. ~ I I ~ (-) 0'-3 1/2" I, I ~ I IIu. I I I -to, I I I I- _ I / "fJ'T'- 'T'-'-'-'-'-' ~--' :.~v~._._'_.-.-.-r- ii~'-'-'-'-~'-' ~}"'------ -----'1 -'--- -4 Y I / / 'I ;... I ' I 0-1"':_______ ------.' ~ I / ,/ · · I I Y +--------- ----------1-- I II I 1~1I I / 1~'.17l1l , ! I I I I I , . , I I I I , I I I , CI'.31l I ___ _____________________J 3/41 RECESS FOR GAR DR.~. TO Tl-E a:ST Cf TI-lE OOmR'5 oo.IlEDGE ~ BELIEF, T\-lE $~ FI.AN5 ~ t:ffCflCATla.6 Wf1.. Y ILlm mE flORIDA aJILDm crof, OECT~ I~~ FOR 120 M.PJ.+. :3 OECOO GU5T, EXF06UfO;E 'e' WIND IC)lE (2001 EDITICW. Tl.J15 DRAWm ~ DESIGN IS VALID FOR 12 Ha-lTl.JQ IfiER THE DATE 15 SIGNED tW 6EALED. SiGl'EO A'jf) SEALED FOR TI-lE 5~ FOR1"~ Cf THIS D~~,(. ~~ ~oc ~ Cd} OO~ \J ~ N rr;~ ~~ ~ 0'" O~ I 'il~ ~d\ Q~ "';1 "-. OC--.. o@ l)~ ;!;/il o~ ~- z~ -JtO <3"- u.'- i'5!<2 U)- I I 8lX ",::0 Z~ IX ~~ u~ ~(5 <[~ ~u. ~ ~~ ill in U 10 "t I!: (5 D~ 0 .. 'Zt5 -J-&) 10 ~o= -J-&) u ill "" ::0 ill 0_ 058 (L~ w'" ~1!1 ~d\ "'>- ,"t i3?i ~-&) E:l>-, Ou 0;3 ~~ 'ill!: 13", c<"ItO i~ '- X, ~~ 2~ ~g r:;a '0 @ QI (L(L (!V ~ @ m ~ a a a l!!:, l!i l!!:, I!!:, D ~ ~ ~ a ~ i!e) ~ ~ ~ ~ @9 ~ ~ c!J ~ (@ ~ l!V @ 2) 'i? @ ~ €V ~ @ c!J III ~ ~ @5 @ l? ~ [I!] ~ to @ III '" <II ~ l!!I 25 ~ [!!] ~ ~ ~ @ ~ = i ~ @5 l? @:S ~ .. @ @ @ d @ @, !? ~ DATE: 06-116-02 SCALE: AS NOTED DRAWi>I BY: B ~ ILIL VANCE AUTOCAD FILE NA.\1E 11827 ENGINEER OF RECORD: DANSCO ENGINEERING P.A. SHEET DESCRIPTION: FOUND A liON PLAN ~ WALL LEGEND - INDICATES FILLED CELL W/ (1) #5 VERT. lIf///////////~ INDICATES TOP OF MASONRY @ 8'-0" rIIIIIIIIIIIIJI INDICATES TOP OF MASONRY @ 8'-8" I- -I INDICA TES SHEAR WALL ~ INDICA TES INTERIOR BEARING WALL STRUCTURAL NOTES 0) PROVIDE (1) 41!} CONT. IN FILLED PRECAeT LINTEL AND (1) 41!} CONT. IN FILLED K.NOCK OUT BLOCK ABOVE ('2) 2 x b HEADER WI "'2' pL.YWOOD FLITCH UelNG (1) elMPOON LeTAla AT EACH END, PROViDE (2) :2 x 4 B.u.C. WI (1) &IMPOON L m~B AT BAeE. CD o 8) PROviDE (1) 41!} CONT. IN UPOET FILLED p, LINTEL. (2) 2X8 BEAM (INeTALlED FLAT) WI elMPWN 1-IUOC48 CONCEALED FLANUE HAN6ER ill EA. END WI (4) 3/1b' f x j3~' TAPCONe << b.l~d NAILe (T.oe. ~ 1'-0' AFF) o (2) :2X8 BEAM WI) &IMepON LeTA18 ~ EA. END. PROVIDE (2) 2X4 p.T. CRippLE eTUDe W/(1) elMpOON META2~ fD EA. 6AOE. 5PAN eEAM FROM MAOONRY WALL TO MAOONRY WALL. 0.6.6. WI DR'(WALL FOR Ale 6l-4ELF DR'(WALL - TRU66 & , - "'t r I 11) <' 3 COUR&E5) NO VERT. REBAR REQUIRED .~ J . I > ! . i FLOOR PLAN NOTES: I L &EE &l-IEET &N2 FOR COMPONENT' CLADDING DE&IGN PRESSURE TABLE. 2. &EE &I-4EET &DWl , &DW2 FOR DOOR AND WINDOW TABLE& AND IN&TALLATION INFORMATION. 3. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGl-I-IN& MU&T BE COMPLETE, IN&PECTED, AND APPROvED BEFORE REQUESTING TI-4E FRAMING IN&PECTION (PER FBe 105.0). 4. *-DENOTES EGRE&S WINDOW . , "t I - N 14'-e>" 4e>'-e>" 12'-4" 13'-8" 11'-~" 4'-~'1 ~'_~'I II FILL CELL UJIMA&ONRY MIX TO COYER PIPE. (A~><. 3 COUR&E5) NO VERT. REBAR REQUIRED WI 4' REveALS TOPe << ~IDE& 3'-0x3'-~" AIC PAD 255 .* HD. T b'-8" vAUL vAULT ~+-----C>- 3:12\3:12 SIM. PORCH "t SR. 2 I 1~'-3"xll'-~" r- 8'-0" FLAT CLC~. 11'-0" 13'-I"x8'-0" CA TH. CLCi 8'-2" 1,3'-8" 8080 5.GD. MASTER 12'-4Ix14'-~" = vAULTED CLG. ~ ill -IN ~ ! , :;'_41;'t 3'-,3" = ~ -4xb-8 PKT ~ WIND ~ o lL @~ d !;1 PLF -1 (k'. 0 I- lM <1 00 -1 -::r LL -!<n ~ r- (k'....... lU , 0::) <11- 1'-4" 12'- II - r , -IN & , "'t vAULT vAULT ~+-----C>- 3:12 3:12 --~ 2'-0" 61-0" & I (() N "'t I cC\ I LEISURE Room 14'-~lx25'.4" I CA TI-t CLG. I I - l~ I- I d,) , .cJ= -1~ . <1-' ~ 30;)--1 = Ulr:U ~ UlO LL_' ZO!:O u:1o;)~LLt- II- <n<1 I-Q... ~~ !Q *~ .1- ::r<1 <f), Lf)Q N:t -~ SR. 3 _, 1~'-Il"xll'-4" ~ V AUL TED CLG. "'t I 12'-6" Rio l' -1" ~'_01. K.NEEWALL ~ 42" AFF. WI TEMP. GLA66 5HOIlER ENCLOOURE ABOVE \\} .1- ::r<1 <n. Lf)Q Cf\::r & , d,) , - ~ DINING 13'-2"xl~'-~" v AUL T CLG. SRKFST v AUL TED CLG. ------- 5-~xb-e BFD ~'_~" " 10 ~ 8g Q HANSEN I30X ~ (() ~ r:x- ~~ij ~~~ 1: .10 31f~ ...J j[ . id~1i ~~~ ...J80 u: Z 1.3'-10" = *'0.1 . I ::r- <J)\\} U)I- N<1 'ei NI ~ I DRYWALL RECE 19' _ ~T THRU WALL - ~ ~ . O:l , ~-' =-LL~ Xll::1- =<1<1 Q ill . _, -1 Q Cf\o::r "'t , - N , GARAGE = le'-0"xl~'-~" ~ <P [NO ICA TE5 AREA OF , /I MODIFIED TRU06E5 LJ FOR AIC 5HELF - 5EE DETAIL 11) N 1--' L .J "'t ATTiC ACCES6 nx36 MIN. ~ , "I I I I 13'-1iZ)" ......., ROOf= TRU6SES A6V. e 24" o.c. v N BR. 4 , 10'-8"xll'-8" 8'-0" FLAT CL 355H* HD. AT b'-8" 5EE ELEvATION6 FOR T'rPE AND oTYLE OF COLUMNS AT ENTR 1'-8" 1'-4' 4'-8" liO'-0" 1l'-Ie>" 6'_211 1~'-4" 4e>'-e>" ~ 21~ ~ ~3eW~ ~ FLOOR Plffi\N 1/4. . 1'-0. LA TEST DATE: IN PROCESS DESCRIPllON : REVISION DATE : 09/24/03 07/20/04 E.W.O. #1373 NOTE: ATT ACl-lI x LEDGER6 ON (3) 51DE6 FOR LEVELING SUPPORT5, TOP OF LEDGER lil 18 1/2 II AF F. "'t , (p TEMp. GL 11) SHOWER ENCLOOURE 2 D 5AMUEL A. GREEN6ERG, PE. -:34245 D Tt-IUY t-I. t-IUYNt-!, P.E. ~e>ln D IRWIN J. 6ENOON, P.E. -4~15e TO 114E eE~T a:: me ~~R'5 KNOlLlEDGE A'D eELlB=, Tl4E 5Tro:TURAL FlAf./S A'D SPECflCATIONS W1FL Y UJlf\.l me FLORIDA f3UIWN:; CODE, SECTION 1606 FOR 12~ M.PJ.!. 3 SECOND GU$T, EXP06URE '6' WIND ZONE (2001 EDITION). T\1I$ DRAJJJ~ A'D DE51GN 15 VALID FOR 12 MCtffil$ AFTER me DATE i$ 51GNED A'D SEALED. ~IGNED Af-.lD SEALED FOR me 5TRl.1:i1JRAL PORTION Cf T\115 DRAJJJlNG ONL Y. ~ ~ l[) " 0'> Q) () @c c en ~ en Q) C E 0 ..c tJ ~ ~ 00 \J w ~ ~ fOE ~ ~ fOE ~ (() N N r-~ U)01 ~~ '" <s O~ ,01 ~~ <tU) n~ <, 0-, <S@ ~" :Zas l) ~' O~ ~:!5 -J~ :Z"" <50- (j)Z LL" r5~ , , 8lJol "'''' Zll IX ~~ lU O<t \5~ ~~ <tlL ~ ~iE W in ~~ III 'T [f5 D~ 0 . !ZtS -J\\) III ~o= -J~ u O- W ~g O....~ ~~ <td) "'''' ,'T i:!~ ~~ ~ti o~ ~" ~g: 'T~ ~~ ~'" " ~<E X, ~tS Ow bj>- ",ilS Illz <sa ,0 @ ~[ (!V ~ @ ~ . I!!; ~ a ~ [!!, 0 . a a . a [? ~ ~ ~ (!f) (!'.i) ~ .~ ~ @!l ~ /FJ d ij ij ~ ~ W 2) \? ~ ~ ~ @iJ @ d ... ~ ~ @5 @ I? ~ [!!J ... @ ~ to f!!] ... '" f!!] ~ ~ @'5 25 dl [!!] [!!] @ ~ ~ @'5 ~ @5 Ii=> @5 ~ ~ @ @ @ ~ ~ @ @, Ii=> ~ DATE : 05-115-02 SCALE : AS NOTED DRAWN BY : [8 ~ IL.IL. VANCE AUTOCAD FILE NAME 1/827 ENGINEER OF RECORD : DANS CO ENGINEERING, P .A. SHEET DESCRIPllON : Fl.OOR PLAN 2 \." LA TEST DATE : IN PROCESS DESCRIP110N : REVISION DATE : 09/24/03 07/20/04 E.W.O. #1373 STUCCO FINISH RIDGE VENT 12 5, RIDGE VENT ~NGLE R07 b ~INGLE ~5 R7 T,O,M, 4~ORATIVE BE3 4CORATIVE 0 I FiN~ FIN~ CD FINISH FLOOR UNE ~ LINE OF INTERIOR VAULT AT MASTER BR, T.O.M. T.O,M. 4CORATIVE FIN~ o I CD o I CD ~CORATIV FIN~ FINISH FLOOR LI o I CD B ill ~CORATIVE FIN~ FINISH FLOOR LINE ?f~~J=M tl GRADE LINE ~ASSUMED ) LEFT ELEVATION SCALE: 1/8" = l' -0" RIGHT ELEVATION SCALE: 1 /8" = "-0" REAR ELEVATION SCALE: 1 /8" = "-0" ~ ~ L.{) a 0) Q) () €JC c CI) ~ CI) Q) C E 0 ..c tJ ~ w ~ ~ CN oc ~ ~ ~ dtt~CI~DGE 00 oc ~ PICAL) 0 \J N DECORATIVE FINISH SCISSOR TRl,JS6ES AT 24 .C. T.O.M, T \ - EEEB - F AM I L Y - v MASTER B - I ROOM - BR 3 CD BR. C() \ - \!;) BANDING ~UCCO DOUBLE FINIS~ KEYSTO E k" SADDLE (TYPICAL 6" BANDING DDD DDD DDD DDDD DDDD DDDD - T \ FINISH FLOOR LINE SECTION SCALE: 1/8" = , '-0" AA GRADE GRADE LI ~ASSU M ED FRONT SCALE: , /4" = "-0" "A" ELEVATION JOINT~ IN 6HEATI-IING MIN. 6'-"", MAx. 6'_"" :II I , TO me 6I:ST Cf Tl-E OOmR'& ~ AND 6ELIEF, me STFaX::nlR4L Fl..M$ A"D $FECIFICATIa-l$ ca1Fl. Y WlTH me fl~'DA aJlLPIt6 COOE, 5ECT1~ lh'*' FOR 120 M.P.H, 3 5ECOO 005T, ~ '6' UJlND Z~ (2001 EDITICW. THIS ~ AND DESIGN 1$ y/lLID FOR 12 MCMHe tffiR me DATE IS SIGNED AND 5EALED. 51G-S) AND 5EALED FOR m: S~ PORT1(.).I ex- THIS DRAUJ~ ~,:r. BACKNAIL WI (2) 16d NAIL~ 2'x4' OUTLOOKER. 24' OIC IMF'eON +43 CLIP INGLE 2'x4' TOP PLATE END NAILED WI (2) 16d INTO STUD& . (2) 16d TOENAILED INTO OUTLOOKER 5EE &TR.JCTURAL NOTE~ AND NAILING 5C+4EDULE FOR ~AT~ING DETAIL 2'x4' CROe& B AT RIDGE FM AT EACI-I JOINT WI (2) l"'dx3' 51MP5ON 5Pl 51 &0-1141'" OR EQUAL . EA OUTLOOKER 2'x4' t<NEE WALL WI 5TUD5 . 24' OIC 2'X4' DI.AGONA!- BRACiNG. MID-I-lEIG14T WI (2) 16d PER ~criON 'L' BRACE TO EXTEND ,It LEMT ~"'% OF UJEB LENCsTI-I (5EE TABLE) 2'x4' CONT. BLOCKING WI (2) 16d PER JOINT ~1~1-I3 2'x4' CANT. . 24' O/C 51MP50N MT518 TUJ!5T 5TRA FROM BEAM TO COLUMN P,T, DBL. 2 >< 4 e.u.c. ATTACl-l 2-PLIE5 ON EA FACE UJI 10d NAIL5 s 8' O.C, 24'><24' OR 16'xl6' MAOONR'f' COLlJ1N FILLED UJI 2Seq,$1 CONe, TYPICAL MASON~ ~~.~j.-o"e- $EE PLAN FOR AMO.J.lT AND LOCATION ~ ~lNFORCEMENT NOTE: 8'x16' !..NITS MAY BE UOED LNLE56 WOOD COLUMN 15 FRAMING ON TOP ~ COLlJ1N . eeAM, &EE PLAN& E ELEV, FOR FINI5~ 5TYRO FOAM LlJRAp AT ROUND COLUMN5 GYPOOM WALL 60A (2) 16d TI4R0\..JC:J+4 ~ UJE 2) I~d TI-I~ BLOCKING / 2'X6' P.T. ~ILL 2'x4' 'T' ON TOP OF PANEL BLOCKING. FAeTEN WIT S/8' OR 112' CEILING DEN5E / l"'dx3' . 4' O/C GYP5Ul'1 WAI..L SOARD FMTENED -..I LUITI-I 8d COOLER NAII..~ OR 1 V4' I..ONG DRYWALL 5CREUJ& COMFI.. YIN(i WITI-I AeTM Cl~ FOR FIReT 6'-"" FROM END WALL . 4' O/C TYPICAL (2) I~d NT. 2'x4' END NAILED WI (2) l~d . eA ~TUD (2) 5IMP50N META2iZl s eAOE Of' COL. o 6AMUEL A. GREEN6ERG, F.E, ":3424& o Tl-IUY 1-1. I-IUYNl-I, F.E. ~~122 o IRWIN J. 6ENSON, F.E. .4~1&8 ALUMINUM &oR=IT VAPOR 6ARRIER UNDER GABLE ~ SOTTOM CORD (ROOFING PAPER OR ROOF CEMENT) 51MP50N ABE44 COLUMN eME UJITl-lOUT ANC~OR5 TO MAOONR'( COLUMN BELOW < > ROOF VENT 6Cl-lEDULE < > Verlr!:j with General Contractor all roor vent locatlon&, G!uantftlsa, and al%sa. Roof' vent! &hall bs 1natallsd for a mfnimum of vented area da Ifated below: Marl<. LocatIon orr rldee verite or 50f'f'lt Vent eG!ua I a~~tem (aGl. Tn) (~Gl. Tn) RVl l~t Level 1~ 1412) Roof' NOTE, 5EE GASI..E 6RACING DET AIL~ FOR ADDITIONAL GAeLE BRACING I~AT'ON 112', ANCI-IOR SOl.. T . 32' Ot:.. MINIMI..M 6' FROM PLATE 5PLICE~ l.UI 3/16'><2' DIA. PLATE WA5I-lER WOOD TO MASONRY COLUMN SCAlE: 3/4"=1'-0" ; CANTILEVERED GABLE END BRACING DETAIL SCAlE: N. T.S. ) ) ) E ) . ~ ) , e ; j ~ - ) .. :) ! cs .. cs ~ . , "I N 't>;) 11)01 ~~ .... ;; ()~ ,01 ~~ <:{11) nl ~I 0.., ~'"' <.S~ Uci ~!9 o~ ....5 -It>;) zo:: (30.. U)~ ll." 3.a , ' ~~ :IX h Zlli L)<:{ ~~ <:{ll. ~ ~;; <[z w iE ~~ 10 't ifgs Q~ 0 . !z~ -l~ 10 ~F -l~ u ill o- w :;g IL~ ~~ ~ <:{11) g~ ,'t ~~ ~ti o~ ~'"' ~o:: 't~ t3~ Q ({)t>;) ~~ " X, ~~ 3~ f1j>- ;;~ ,0 @ ~l \. ~ @ ~ @ ~ . mi ~ . r!i l!!, 0 ~ ~ 12 [? ~ ~ ~ ~ ~ ~ ~ ~ d ij (9 ~ l!i) (W 2) \;J (W ~ €V ~ @ d "" ~ ~ g @ I? zg I!!l "" @ ~ "" [!!] "" a:I !!!I ~~ g 25 c::!] [!!] ~ ~ I!!l @ ~ ~ g [? @S ~ ~ @ @ @ ~~ @ @, [? ~ ~ I DATE : 05-115-02 SCALE : AS NOTED DRAWN BY : [BOLL VANCE AUTOCAD FILE NAME 11827 ENGINEER OF RECORD : DANSCO ENGINEERING. P.A. SHEET DESCRIPTION : ElLEV A TDON PLAN "'A"" S/A 5~ RIDGE VENT ~NGLE RO;7 4ECORATIVE FIN~ ~CORATIVE FIN~ ex) I CD FINISH FLOOR LINE GRADE LI ~ASSUMED LEFT ELEVATION SCALE: 1/8" = 1'-0" JOINT5 IN eMEA Tl41~ MIN. 6'.",', MAx. 6'."" &EE ~TRlJCTURA!.. NOTE& AND NAILING 5CHEDULE FOR el-4EATI4ING DETAIL STUCCO FINISH 5~ T.O.M, T.O.M. LINE OF INTERIOR VAULT AT MASTER SR. 8 4ECORATIVE FIN~ FINISH FLOOR LI o I ex) B o I ex) OUTRIGGERS) ~SEE DETAIL REAR ELEVATION SCALE: 1/8" = 1'-0" INGLE 2'x4' TOP PLATE NAILED UJ/ (2) 16d INTO 5TUD& . (2) 16d TOENAILeD INTO OUTLOOKER ~1~5P' ~I 141'" OR EQUAL . EA OUTLOOKER 2'x4' KNEE WALL UJ/ 5TUDe . 24' OIC 2'X4' DI~ 6RACING . MID-I4E~T UJ/ (2) 16d FER CONNECTION 'L' 6RACE TO EXTEND . LEMT W% ~ UJE6 LENGTI-I (eEE TA6Le) 2'x4' CONT, 6LOCKING WI (2) 16d FER JOINT 51MP5ON 143 2'x4' CANT. . 24' OIC (2) 16d NT, 2'x4' END NAILED UJ/ (2) 16d . EA 5TUD 2'x4' CROe& 6 AT RIDGE I=M AT EAOl JOINT WI (2) ''''dx3' GYPOOM WALL 60A (2) 16a TH~ ~ UJE 2) 16a TI4~ BLOCKING V 2'X6' P.T. ~ILL 2'x4' 'T' ON TOP OF PANEL 6LOCKING, FMTEN. WIT &/6' OR 1/2' CEILING DEN~ / 1~x3' . 4' OIC G"rPeUM WALL aoARD FMTENED ~ WITI4 ad COOLER NAIL~ OR I 1/.4' LONG DRYUJALL 5CRE~ COMPLYING W1T14 MTM Cl~ FOR FIReT 6'_"" FRa1 END WALL " 4' OIC TYPICAL ALUMINUM ~IT VAPOR 6ARRIER UNDER GAeLE TRl.I55 BOTTOM CORD (ROO\"ING PAPER OR ROO\" CEMENT) NOTE, &EE GAeLE eRAClNG DET AILe FOR ADDITIONAL GAeLE 6RACING I~AT'ON. 1/2 '. ANCI-JOR 60L T . 32' ot:.. MINIMUM 6' FRa1 PLATE &PLICE~ UJ/ 3/16'x2' DIA PLATE WAeHER CANTILEVERED GABLE END BRACING DETAIL SCAl..E: N,lS. 2x4 @ 24" O,C. DROP GABLE SHEATHING SCISSOR TRUSSES AT 24 O.C. BR 3 '<T I ex) FAMILY ROOM MASTER BR. SECTION AA SCALE: 1/8" = 1'-0" . eEAM, 5EE PLAN5 ~ GABLE END TRUSS FRAMED, LATH AND STUCCOED 1 \2" DRILLED ANCHOR @ 4'-0" O,C.2xS 2x12 16d NAILS @ S" O.C. (TYP.) STYROFOAM PROFILE 2x10 1/2" MIN. GYPSUM CEILING DIAPHRAGM 8" BLOG @ OUTRIGGER SECTION o ETA I L SCALE: N.T.S, SIMPSON MTS18 TWI5T 5TRA l=f~OM eEAM TO COLUMN P.T. DeL. 2 x 4 e.u.c. ATTACI4 2-PLlES ON EA FACE LUI I~d NAILS 61 a' O.C. (2) SIMPSON META2~ 61 BA5E OF COL EE ELEY. FOR FINI~ &rrRO FOAM Ll.JRAP AT ROUND COLUMNS 51MPSON A6E44 COLUMN BASE LUtTI-lOUT ANCl-lOR5 TO MASONRY COLUMN eELOW WOOD TO MASONRY COLUMN SCAlE: 3/4"="-0' DOUBLE ~EYSTO~E OUTRIGGER TYPICAL 4" BANDING (+ 12") ~TYPICAL) SEE DETAIL - tHE ,DODD - - ~+,O DODD - I"V - ~ \ ~~CORATIVE SQ. DODD I ISH OEE PLAN FOR AMOUNT AND LOCATla-l CK RElf\fORCEMENT NOTE: a'xl6' UNITS MAY BE UOED IN-E50 WOOD COLiJ1N 15 FRAMI~ ON TOP CK COLiJ1N OUTRIGGERS) ~SEE DETAIL TYPICAL MASONRY COL. SCAl..E: 3/4"=1'-0' LATEST DATE : IN PROCESS REVISION DATE : DESCRIPTION : 09/24/03 07/20/04 E.W.O. #1373 RIDGE VENT ~NGLE R7 12 15 ~ -.::t L[) a O'l ...- (]) () QC c CIl CIl V C E 0 ....c tJ T,O.M. ~CORATIVE FINISH ~ A o I ex) B FINISH FLOOR LINE 4CORATIVE FIN~ RIGHT SCALE: 1 /S" = 1'-0" GRADE LINE ~ASSUMED ) ELEVATION ~ ~ 00 \J w ~ ~ roc ~ ~ OC ~ o (\B LINE OF INTERIOR VAULT 6" BANDING STUCCO FINISH 12 5~ '~ FASCIA (W) DRIP EDGE PICAL) N r~ I!) ~~ ;:8 ",'" ~I!) :1ffl1 ,'1' ~~ ~~ ot; ~3 o~ ~'" 13::; cI'\~ ~~ '- x' g~ 2~ ~g ;:13 ,0 @ ~[ "'" @R) ~ @ l!!; ~ ~ ~ " [!!, D . . " @ a ~ ~ ~ ~ (!.e) ~ ~ ~ ~ it:J [t:J c!J w ~ ~ I!V ~ 2) l? @ @ €V @!l @ c!J a> ~ ~ @"S @ I? ~ I!!l a> @ ~ a> [!!l "" !Xl I!!l @ @ @"S g t::!J ~ ~ ~ I!!l @ ~ = @"S ~ @"S I? @5 ~ ~ @ @ @ = d @ @ @, I? ~ '- ~ FRONT SCALE: 1/4" = 1'-0" "B" ELEVATION 24 '><24' OR 16 'x16' ~ COLiJ1N FILLED UJI 2~!t CONe. < > ROOF VENT 6C~EDULE < > Verlr!:J wIth General Contractor all roor vent IOCdtlon~, '1lJdntltle~, and !Ize!. Roor vent! ~hall be fn!talled ror a mfnlmum or vented area as lIsted below: Marl<. LocatIon orf' rIdge vent! or oorf'1t Vent equa I !~etem (!q. In) (!q. In) Rvl I!t Level 14g 14el Roof' DATE : 06'-115-02 SCALE : AS NOTED DRAWN BY : [B~l.l. VI ANCE AUTOCAD 8LE NAME 11827 ENGINEER OF RECORD : DANS CO ENG~NEERING" P.A. SHEET DESCRIPTION : EILEVI fA. TUON PlLAN qp[B qp 38 o SAMUEL A. GREENBERG, P.E, "34245> o T~UY H. HUYNH, P.E. ~12'122 o IRWIN J. BENSON, P.E. "4~15>8 TO me 6E$T cK Tl-f OO/NEER'S ~ A'ID 6ELIEF, Tl-f $~ Flfi.l$ tW 5FfCIfICAT1Q.l5 ca1PL Y UJlTH TI4E A..ORlDA 6UILD~ croE, 5ECT~ Ib~ ~ 120 MPJ.l. 3 5ECOO 6115T, EXPOei.N: '8' WW Za.E (2001 EDITICW. nilS ~ AND DESIGN 15 V,6J.ID ~ 12 MCm-I5 AFTER n1E DATE 1$ Si(jfD AND 5EALfD, 5~ AND OEALED ~ Tl-E 5~ PORTI~ cK THI$ DAA.Um a-l Y. 5~ RIDGE VENT hNGLE RO;7 T.O.M. 4CORATIVE FINI~ o I CD FINISH FLOOR LINE GRADE LINE (ASSUMED) CD I to 4CORATIVE Hl FINI~ rn LEFT ELEVATION SCALE: 1/8" = l' -0" RAFTER/RIDGE BOARD SCHEDULE FOR CONVENTIONALLY FRAMED AREAS RAFTER SIZE MAXIMUM SPAN 2 X 4 6 FT. 2 X 6 9 FT. 2 X 8 11 FT. 2 X 10 14 FT. 2 X 12 16 FT. NOTES: 1) RAFTERS MUST BE CONTINUOUSLY LATERALLY BRACED BY PROPERLY NAILED SHEATHING OR BY 1 X 4 BRACING @ 24" O.C, 2) MAXIMUM SPACING OF RAFTERS SHALL BE 24" O,C. 3) ALL RIDGE BOARDS SHALL BE 2" NOMINAL AND NOT LESS THAN THE DEPTH CUT OF RAFTER. 4) RAFTERS SHALL BE PLACED DIRECTLY OPPOSITE OF EACH OTHER & COLLAR TIES SHALL BE USED @ ALL CONVENTIONALLY FRAMED AREAS. 5) BEAM SIZES SHALL COMPLY WITH THE PRECEDING TABLE (U.N,O.) 6) RAFTERS SHALL BE STRAPPED TO WOOD BEARING W / ONE (1) SIMPSON MTS 18, TO MASONRY BEARING W / (1) SIMPSON META20 AND TO RIDGE BOARDS W / (1) SIMPSON H5 CLIP. UNLESS NOTED OTHERWISE. SCISSOR TRUSSES AT 24" a.c. BR 3 ~ I CD F AM I L Y ROOM MASTER B BR. SECTION SCALE: 1 /8" = 1'-0" AA JOINT~ IN 5I-EATI-IING MIN. 6'-"", MAx. 8'-"" 9ACKNAIL WI (2) 16d NAIL& 2'x4' OJTLOOKER. 24' OIC IMPOON 143 CLIP INGlE 2'x4' TOP PLATE END NAILED WI (2) 16d INTO STUDS . (2) l~d TOENAIL ED INTO OJTLOOKER ~E STRUCTURAL. NOTES AND NAILING SCl-lEOULE FOR SHEATf4ING DETAIL 2'x4' CRO~& B AT RIDGE FA& AT EACl4 JOINT WI (2) I"'dx.3' SIMP&CN &PI ~I I 1-11'" OR EQUAL . EA OJTLOOKER 2'x4' I<N:E WALL WI eTUD~ " 24' OIC 2'X4' DI~ BRACING" MID-l4elUHT WI (2) 16d PER CONNECTION 'L' BRACE TO EXTEND . LEAST W% a= UJES LENGITI-I ($EE TAeLE) 2'x4' CONT. BLOCKINCs WI (2) I~d PER JOINT ~IMPeCN 143 2'x4' CANT. " 24' OIC l"'dx.3'. 3' OIC Tf4~ . ~ INTO 2'xb' P.T. PLATE d " I GJYP5UM WALL eoA (2) I~d TI-I~ 1"RJ..I% UJE 2) 16 T MRO\.JGJ14 BLOCK NG / 2'X6' P.T, &ILL 2'x4' 'T' a-I TOP C4= PANEL BLOCKING, FA&TEN WIT &/8' OR 112' CEILING DENen: / ''''dx.3' . 4' OIC GJ'rP5UM WALL BOARD FA&TENED ~ WITf4 6d COOLER NAIL~ OR I 1/4' LONG! DRYWALL ~REwe COMPL'rING WITf4 MTM CI~ FOR FIReT e'.",' FROM END WALL . 4' OIC TYPICAL 2) 16d NT. 2'x4' END NAILED WI (2) I~d " EA STUD ALUMINUM 50FftT VAPOR BARRIER UNDER GJAeLE ~ BOTTOM CORD (ROOFING PAPER OR ROOF CEMENT) NOTE, ~E GJAeL.E BRACING DET AIL~ FOR ADDITIONAL GJAeLE BRACING {NFOf'MA Tla-I 112'. AN010R OOLT" 32' O.C. MINIMUM 6' FROM PLATE &PLICE~ WI 3/16'><2' DIA PLATE W~R CANTILEVERED GABLE END BRACING DETAIL SCALE: N.IS. T.O.M. LINE OF INTERIOR VAULT AT MASTER BR. 3L- 12 o I CD 4CORATIV FINI~ FINiSH FLOOR LI o I CD REAR ELEV A TI 0 N SCALE: 1 /8" = l' -0" 5TRUCTURAL NOTEe fi\ FAOVIOE (V ~ CGm. IN FlUEP AilECA&T LINTEL \!..) ~ (V 1& CGm. IN FlUEP tc:NOCK OJT eLOCX ~ ENTRY 6'-6-x10'-4- VOLUME CLG. GARAGE DOOR Gf\~A9 E_ IN OPEN POST1~ 18 -0 x19-0 r--------------------~ I I I /1 ROOF TRUSSES I I ABV. @ 24- O.C. v I I I IF CONCRETE: 4 #5 VERTICAL I I K I I S2 I I SIM, 10" DIA. 1/2 COL. (IfPICAL AT GARAGE) '- ' 1<21'-4' PARTIAL FLOOR PLAN 1/4" = 1'-0" (2) SIMFSON META2'" 61 6ASe OF COL. . eeAM, see PLANS SIMFSON MTS18 TWIST STRA f'ROM BEAM TO COLUMN F,T. DeL. :2 x 4 e.u.c, ATTAcI-i 2-FLles ON eA. FAcE UJI l~d NAILS ill 8' O.C. seE eLev. FOR f'INI5I-i STYRO FOAM UJRAp AT ROIlND COLUMNS SIMFSON Aee44 COLUMN eMe UJITl-lOUT ANCI-iORS TO MASONRY COLUMN eeLOW ~FINISH 11 FASCIA LINE OF INTERIOR W DRIP EDGE VAULT ~ ~~ 12 (IfPICAL) ~ I I ~ STUCCO 5~ STUCCO ~5 ?1\INISH FINISH ~INGLE ~~J2.3 ~ ~ 12 1 5r c-~V (Q\ /7 'I.~ R~ ~INGL r:- ~ v~6" BANDING DOUBLE ~~ ~ si' "'I<, f- -: I.... k. ~EYS:7 ~ ~ . i- ~ ~ IfPICAL ....~ T.O.M. J r<) i-o'? ~, SADDLE F.G.! , ~ "<;j I I \ I U - ~ . ~. ..- ;::= ;= EEHJ l-- ~ [ j[ h CD I '- DDD ,= u - I-- i-- ..- 0 r-- - - ';=oJ - I =J I CD r DDD DD CD I = := r--. I L-f - ~ to ~ f-- I <, k K ..... ~ . - - I ~ ~ - b\ DDD DDD 1- = - - l-- fa- I ~ = = to t t='1 ----... , J 1\ I 1'_ i'~ ~ I -I - II / FINISH FLOOR LINE . - 1 '- " -f .. I I /1' 8' ........- ..- \ SI) " SQ.' sO':" II I 1 ~I..I. ~DECORATIVE 1 '-2" DIA~ 110 DIA.~ 2RADE LI~EJ 10" DIA.---1 COL. COL. 0 ASSUMED 1,z? COL. FINISH TEMP, F.G. ~ ( PICAL AT GARAGE) RIDGE VENT l: hNGLE 12 15 RO;7 T,O.M. 4CORATIVE = 4CORATIVE 0 FINI~ FINI~ I ~ CD I FINISH FLOOR LINE '''''- GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1 /8" = 1'-0" I /RIDGE VENT ~ STUCCO FRONT "C" ELEVATION SCALE: 1 /4" == 1'-0" WALL LEGEND . INDICATES flUID CElL WI (1) 15 VERT. fW///////////~ INDICATES TOP Of" MASONRY 0 8'-0. I- -I INDICATES SHEAR WAlL ~ INDICATES INTERIOR BEARING WAlL &EE PLAN FOR ~T AND LOCATION a= REINFORCEMENT NOTE, e'xle>' UNIT& MAY 6E UQEO UNLE&5 UJOOD COLUMN 15 FRAMI~ ~ TOP a= COLLnl < > ROOF VENT SCHEDULE < > vertf~ wIth General COflt.ractor all roof vent 10cat10fl&, '1uantltle&, and sIZe&. Roof' vents wll be Installed f'or a mlnfmum of' vented area as lfsted below: Mark Locatron Off' rIdge vent& or oofftt Vent e<11Jd I s~stem (s'1. fn) (s'1. In) RVl 1st Level 14~ 14~ Roof 24')(24' OR !e>'xle>' ~ COLUMN FILLED WI 2~&1 ca-IC, WOOD TO MASONRY COLUMN SCAlE: 3/4'=1'-0' TYPICAL MASONRY COL. SCAlE: 3/4'="-0' LATEST DATE : IN PROCESS DESCRIPllON : REVISION DATE : 09/24/03 ~ -. 07/20/04 E.W.O. #1373 I " D ~~ lJ) a~ c.~ EDcj '" ~~ Noc ~ ] ~ OO~ ~ I~ N r~ U)()1 ~~ :E O~ I ~~ -<tU) Q~ "';1 "-. dljl o \.9' OC'" '!OilS ()~ 1:1- 2~ -l~ <:5"- U)Z 11..'"" i5!a I ' o~ bl~ zR} IX ~~ DECORATIVE o-<t ~(5 FINISH <(~ -<t11.. ~ 1;:;: ill in ~~ 10 '1' 1!:i5 Q~ () . !z:~ -l~ 10 ~= -l~ u ill ~~ ill ;58 wOO: -<tu) ~~ "'>- ,'1' 5~ ~~ e1~ au 0"/ ~~ ~~ ~~ t3~ '"" ~:; x, ~~ 2~ ~~ .() @ ~[ "I ~ ~ @ ~ ~ . ~ a ~ !!!:, D ~~ ~ ~ a I? (!f) ~ ~ ~ ~ ~ d (@ (@ ~ ~ ~ 2) ~ (it) ~ ceil ~ @ d '" ~ ~ @5 @ I? ~ !!!l '" @ ~ <II !!!l '" a:l !!!l @~ @5 @ c:!J ~ !!!l ~ ~ @5 ~ @'5 IF> @5 ~ ~ @ @ @ @ @, l? ~ DATE : 06-116-02 SCALE : AS NOTED DRAWN BY : B~IL.IL. V ANCIE AUTOCAD FILE NAME 11827 ENGINEER OF RECORD : DANSCO ENGINEERiNG. P.A. SHEET DESCRIP1l0N : EILEV A '1'~ON PlLAIN 'Weqp 3C D SAMUEL A. GREEN6ERG, FE. lF3424~ D T44U"( 44. 44UYN44, P E. ~~122 D IRWIN J. 6ENoON, P E. "4~1S8 TO 11f BE6T Cf 1tE ~1NEER16 ~ IW BELlS:, me o~ ~ IW OffCIFICATlCl-6 cct1Fl..Y WITH nf R.ORlDA allLDII(i COOE, &ECTI~ 1h~ FOR 120 H.PJ.I. 3 &ECCW CiJOT, ~ '6' URND ICt-f (2001 ED1TICW. THIS DRAlIJII(i IW DESIGN 1$ VALID FOR 12 ~TH6 tfTER THE DA1E 1$ 5~ IW &EAlED. SIGNED IW 5EIiEP FOR THE o~ FORfI~ Cf THIS DRAWIm at. Y. W ELECTRICAL PANEL SCHEDULE - 150 AMP 40 CKT. U VI 0:: 0:: -J VI -J ~ ~ 4:: W I-- I-- W 4:: ~ 0:: 0:: ~ ~ ~ VI 5 5 VI :::<::Vl ~ 4:: 4:: ~~ W W 4::0.. ~~ Z - DESCRIPTION ::;; z ~ :J Ww -J ~. ~o -J ~::;; ::::> ~ 0 ::;; DESCRIPTION > 5 W O::N 0 D~ 0 w w w ~V'5 C04:: Z ~ a... a:: a:: a... ~ z a... uz a... CL 1 2 AIR HANDLER CD1 10,000 6 60 2 2 30 10 5.000 1 CONDo UNIT W & FAN 3 4 (J) 5 6 DR YE R RANGE / OVEN 1 12,000 6 50 2 2 40 8 5.000 1 7 8 U 9 10 1 15 14 G 0 12 GENERAL LIGHTiNG - WA TER HEATER 01 4,500 3,375 10 30 2 0 (4) GENERAL LIGHTING CL 11 12 1 15 14 7 f- CLOTHES WASHER 1 1,200 1,200 12 20 1 13 14 U REFRIGERA TOR 1 1,200 1,200 12 20 1 15 16 SPACE W WASTE DISPOSAL 1 1,200 1,200 12 20 1 17 18 SPACE ~ DISH WASHER 1 1,200 1,200 12 20 1 19 20 SPACE W GARAGE DOOR 1 1,200 1,200 12 20 1 21 22 SPACE SMALL APPLIANCE 1(3) 12 1,500 1,500 12 20 1 23 24 SPACE > GENERAL LIGHTING 10 1,500 1,500 12 20 1 25 26 SPACE 0 DEDICA TED BATH (3) 6 0 0 12 20 1 27 28 SPACE n DEDICA TED EXT. (3) (4) (4) 12 20 1 29 30 SPACE N 6 GENERAL LIGHTING 12 C9 G 14 15 31 SPACE 32 ~ GENERAL LIGHTING 12 8 (4) 14 15 33 34 SPACE GENERAL LIGHTING 4' 0 SPACE LO 11 14 15 35 36 GENERAL LIGHTING 11 (~ 8) 14 15 37 38 SPACE ~ ~ GENERAL LIGHTING 12 (4 (4) 14 15 39 40 SPACE PANELBOARD NOTES: CD 5,000 WATT HEAT o DEDICATED G.F.1. CIRCUIT o NOT USED 8) 1826 S.F. x 3 WATTS/S.F. = 5.478 LIVE & NEUTRAL POWER CALCULA TIONS LIVE NEUTRAL TOTAL 50.978 17,853 FEEDERS NEUTRAL LIGHTS. SMALL APPL. 8,478 LIVE I TOTAL CONNECTION LOAD LESS A,C, 40,978 DEMAND FIRST 10,000 WATTS AT 100% 10,000 LIVE REMAINDER AT 40% 12,391 A.C. LOAD AT 100% 10,000 DEMAND FIRST 3,000 WATTS AT 100% 3,000 NEUTRAL REMAINDER AT 35% 1,917 REMAINING 9,375 WATTS 32,391 14,292 AMPS 135 60 NOTE: 1) HARD WIRE WITHOUT INTERRUPT SMOKE DETECTOR TO BATH OR KITCHEN CIRCUIT 2) WIRE SIZES ARE BASE ON AWG COPPER (ROMEX) WIRE 3) PANEL SIZE TO BE 200 AMP METER SOCKET SINGLE Pi-1ASE 200 AMP BREAKER PANEL NEMA 1 30 CIRCUIT o c:::::J c:::::J -4 CU TO~ COLD WATER PIFE 4 DRIVEN GROUND ROD 1 1I2u RIGID NIPPLE WI (2) ~ AND (1) ~ CU Ti-1W CONDUCTOR ELECTRICAL RISER DfAGRAM NT~ l' -8" 2'-6" f / 3'-1" 2'-6" 1/ / , f/ .1 ~I " . . ~ . . . . L OPE~ SIN <D I 'n D, 23"~ D,W. (SPLA Y) } 2'-6" J 0)KITCHEN @KITCHEN 10 0 001 . MIRROR M,( . 1~1 '-./ . . \--{ \ 10 0 0 01 MIRROR M. <.0 I i<J co I . i<J 0 I Co O'l Co I I i<J 0< '0 1 Co J 2'-9" } (DBA TH J 2'-9" J 8) BATH C'\I 10 0 0 0 001 . MIRROR M,C. ~7 , '-.../ . . I~ . .00 I 0< ~ TUB co I n DRYER VENT UP THROUGH ROOF OR FLOOR FRMG. 1B"x12" OPEN FACE I 220 V J 3'-0" } 2'-6" J @)M. BATH INTERIOR ELEVATIONS SACLE: 1/4" = l' -0" ~DOUBLE BOTT. PLATE AND BASEBOARD LAUNDRY ROOM/ DRYER VENT DETAIL ELECTRICAL LEGEND 9= DUPLEX OUTLET e= SPLIT DUPL, OUTLET TOP PLUG IS 'HOT' @= DUPL, OUTLET ABV. COUNTER HGT, @= 220V OUTLET @ special purpose connection ~ TELEPHONE OUTLET 4t TELEVISION OUTLET -tfr SWITCH ---tr9- 3- WA Y SWITCH -{] DIMMER SWITCH --{] doorbell push button -5- ceiling mount light fixture o round recess light fixture @ ceiling mount smoke detector @ ceiling mount CO detector '48" fluorescent light strip ~ exhaust fan <( flood light 0000 o.HOLL YWOOD LIGHTS [EJ SECURITY KEY + CEILING FAN PREWIRE r1 DISCONNECT Ale DrSCONN. 2&4~ I~ -J BR. 2 z ~ a- tT.v. 35 27 '(Ill 35 ~ )' ~ I~ //x ) / FZ//: ji~~ ~ ~~o @-1~ 2) ~o & -, ~~ ~ :.,- :.,- / 37 iRM ~ 1 4-0x_9- ~ BFull~1/ % W.~ . 'l/%I/ // ~25 DINNING 35~ &. l1 RM 35 F 35<tb n ~3~ 37 ~ 37 BR. 3 ~37 r p ;g:::. 25 z 3: ~ '-4 -+- J\ ~ 0::: rI ~ ~ 37 F ,----J =@ 25 ~ F 39 BR. 4 lAWIN rth 39 '11 .., ft', -v7 ~ :f\ dJ>31 L r\--- 1iJ€ a133~ Q ! 33 V 0 T.V:! r\~ >E 2~0~!23 I~ ~ . ~ ~~,~~~ ~ ~ ,<::-"~-":' ,/-'~ \( V ('\ 1\ T] ~ '-:'vo ~ eY::. y" '-' ':':5,<::-0<-' <'_,~~ ~ L '23 ~ll ,~25 1 .~v~~ 19 5&7 l1 WALL 2~ Y. 0 z 23 '\..';; 17 12 33 3: [,:-; ,~l( 012KITCHEN . ~ ~ NOOK ~ EQUAL EQUAL ~~12 -~ (~'-, ~^ v Ir--~\S 15 ~ "" "" ~ r--~~~ ~'o/ ~ 4 P. B. V'M ~ / / /- J / / / 23 GAR~~ '/ >>f-l~Nt~ / / / I/~:j r/ / / /( f\ ~R( ~gtle'/l~ ( dr ~'\~--<?33 :J2"~' /~r "", ~ THESE DRAIw'INGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT DF THE ELECTRICAL Iw'ORK. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF FIXTURES AND OUTLETS AT JOB SITE BEFORE ROUGHING. THE CONTRACTOR MAY ALSO SELECT DIFFERENT MANUFACTURER FOR FIXTURES Iw'ITH EQUAL SPECIFICA TrONS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION or ALL H.V.A,C. EQUIPMENT AND THEIR LOADS Iw'ITH THE MECHANICAL CONTRACTlJR BEFORE ROUGHING-IN, TO PROVIDE POVER AND Iw'IRING CONTROL LAYOUT. ANY DISCREPANCIES IN THE ACTUAL H.V,A,C. LOAD SHALL BE CORRECTED BEFORE ROUGHING-IN. ALL 1w'0RK SHALL BE DONE IN ACCORDANCE IJITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPL'( Iw'ITH ALL LOCAL CODES AND ORDINANCES.. UNLESS OTHERVISE NOTED MINIMUM SIZE Iw'IRE SHALL BE #14 AIw'G EXCLUDING CONTROL VIRING. UNLESS OTHERIw'ISE NOTED, ALL CONDUCTlJRS SHALL BE COPPER Iw'ITH 'N' INSULATIDN FOR SIZE #10 AND SMALLER CONDUCTORS LARGER THAN#10 SHALL HAVE 'THIw" INSULATION ALL CONDUCTORS #8 AND LARGER SHALL BE STRANDED. ALL CONVENIENCE OUTLETS TO BE Dr GROUNDING TYPE. ALL lw'oRK SHALL BE COORDINATED Iw'ITH OTHER TRADES TO AVDID INTERFERENCE Iw'ITH THE PROGRESS OF CONSTRUCTION. SMOKE DETECTlJRS SHALL BE HARD Iw'IRED <110 VOLTS TYPE) TO A NoN-SIw'ITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE or GROUND FAULT CIRCUIT INTERRUPTER. ARC FAULT RECEPTACLES IN ALL BEDROOMS PER 1999 NEC. t < PORCH ~ ~31 31q ! RM 33 F ~ ~ W,D,/ g.t.i, 1\ w v. ~V. J ~1 10€ -.J -.J <( 3: - '-" J (~ @ 33 F LEIS.0RE RM J ~ LA TEST DATE: IN PROCESS DESCRtPllON : REVISION DATE : 09/24/03 07/20/04 E.W,O, #1373 I l-- J-c: ~~ (f) a~ c'~ €JcJ - 3~ M. BR. ~ ~! ~oc ~ " OO~ \J N 31 33 o~ l) ~' (J)- zft} <{~ Q~ ill N r($.) d)<p ~~ , <:{d) Q~ ~""' O~ ..l($.) u.'- , I i!i ~~ <I .,;, c@ I~ <llo.. ~~ Obi ~:o o~ ~i5 1::05 ~~ 0:0 ff~ z~ ~l= i!i~ ~~ ~~ ~ ~b ~~ ~<I) ~o; ~~ ~i5 i5d @ n* <:{ u. 0 ~ ~ o ..l~ ~ cl~ W (L~ <:{d) l't ~~ ~""' 't~ ~~ X' Ow IOz aO ILl ~ 12 ~^ FOYER L 39 ~ 'f.. 0 R II \ c1 39 ./ ENTRY w.p,/ g.f.~ 29 r low voltage 37 ctb25 &9 ~_ '// VI L, 0v-if]- 39'W {-T. V\ ~:.J=:li W'- ~ < -~ ~ If Ii [El[EC1R~C~l Pl~N 1/4. . 1'-0. ^ I W -{ ~3 0 M3 JtV ./' 8&6 ~ ~ @ D [? ~ d 2) @ d ~ @ ~ ~ @S ~ "" ~ @5 I? ~ [!!] "" @ to [!!] "" CD [!!] 2l ~~ @5 25 [!!] @ ~ ~ ~ ~ @5 Ii=> ~ . @ @ @ ~@ @ @, Ii=> .,~"- 9&11 ~ ~~~ ~ r!b ~ ~ ~ ~ ~ @ ~ @!I ~ ~ W W @ ~ W ~GV@ ~ @g f-+ 'nL- ELEe. ]J~M ETER o I a ..- . f. 29 =€ ELE(~I~ P AN -'II DATE : 05-115-02 SCALE : AS NOTED DRAWN BY : !BULL VANCE AUTOCAD ~LE NAME 11827 ENGINEER OF RECORD : DANS CO ENGINEERiNG. P.A. SHEET DESCRIPllON : ELECTRllCAL PLAN ~ - o \ 'i'-- u\ 40' ~O'I 12' ~411 f 13 ~B' 14' ~O" I DROPpeD ClABl~ A6GE 0'::; 8' ~Ol ClCl A2 , r-' <t: I") <t: B' ~Ol ClCl A3 8' ~O I Clc; ~ - - ~ \ C'-\ 0 8 \.3 \ - ---" - ~ 0 \...) CD ~ \ ---" C'-\ ~ - 't"" \ C'-\ > D II' D D :y ,.. ,.. .. II' ~ II' ,.. C :la > 0 iC - ... .... if 0 < , .... 3 x: I , - < 0 - - I: 0 :!:) \ :z: \'.\ - :;) :.> ;f,) ~ ~ ... :\I :0 ... - ~ z: z: JJ -I - "- CD - ell) IU e - a:t ... a:t g - .. ::J o ...- <t: A 1 1 G E t7ROPP~t7 ClABlf I") ..q- I") J J J U W U 9ROPP~t7 c;AC"'~f 83GE 't X" 1'~411 6'~211 ,9 ~4" 14 ~611 1 -6[2, I' -61 , 6' I 2'+'-" B ROOF PLAN SCALE: 1/4" = 1'-0" S>' ~6" f t ~ ...... 61MP50N TRUSS JOINT UPL 1FT CONN. FASTENERS" T"f'PE LOCATION ( LBS) CONNECTION QT"f' . CAPACIT"f' PER CONN. NOTE: ALL OTHER TRUSS eRG. CONNECTIONS ARE SIMPSON MET A20 OR EQUAL FOR MASONR"f': SIMPSON Hl0 FOR FRAME: . HUS2i& FOR HUNG TRUSSES ON GIRDERS UNLESS OTHERWISE NOTED. THESE TRUSS UPLIFT vALUES ARE LESS THAN CONNECTION CAPACITY. MA50NR"f' META20 1 1500 14-10d X lv2' TIMBER H10 1 850 li&-8d X 11/2' +-tUNG +-tU52~ 1 128~ 20-10d x 3' U5P TRUSS JOINT UPL 1FT CONN. FASTENERSu T"f'PE LOCATION (LB5) CONNECTION QTY. CAPACITY PER CONN. NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE U5P HT A20-18 OR EQUAL FOR MASONRY: USP HC10 FOR FRAME: . THD2~ FOR l-IUNG TRUSSES ON GIRDERS UNLES5 OTHERWISE NOTED. THESE TRUSS UPLIFT VALUES ARE LES5 THAN CONNECTrON CAPACITY. MASONRY HT A20-18 1 1500 14-10d X lv2' TIMBER HC10 1 S50 18-10d X lv2' HUNG THD2i& 1 1520 18-1i&d x 3V2' - o \ Double connector~ to be placed dlagonall~ to each ot.her. Do not. drIve nall~ trrough the t.ru~e plate on t.he oppoelte elde of" t.he t.rue~ whIch could f"orce t.he plate of"f" t.he t.rues. ... Mount.ed vertlcall~ .. 't"" U\ LA TEST DATE : IN PROCESS DESCRIP1l0N : REVISION DATE: 09/24/03 STRONGBACkS REQUIR DUE TO DEFLECTION DIFFERENTIAL (SEE STRDNGBACK LETTER IN ENG, PACK) U) ~ o I---l ~ ~ :> PWMB CUI } 10~1/ 211 ff o o ~? 12 STEPPES ADD' L 2 PLYWOOD 1/4// FOR 8x RIBBONS ATTENTION! .~ DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAl< CONSULT HIB-9' 30' Span REFER TO HIB-91 Truss must be set this way if crane used. Truss is on example, your truss may not motch, Insist crane operator sets truss thiS way. D 5AMUEL A. GREENBERG, FE. i34245 D TI-4UY ~. ~UYNH FE. ~el22 D IRWIN J. BENSON, FE. .4~158 D All ABBAS HAKIM, FE. lISbl86 TO TI-E 6E5T a: 1111: OOlteR'5 ~ AND 6E1.1f3=, TI-E 5~ ~ AND 5FECfICAT1CNS cctfl Y UA'fl./ n.IE R.ORIDA BIJILDN:i CODE, OECTla4 ~€l6 ~ 12€l M.F.H. 3 eecoo GUOT, EXFOeiJf'f '8' !lAND Za-lE (2001 EDITICW. Tl41$ DRAWm AND DE51GN 1$ Vt>!.ID FOR 12 ~Tl45 Al=iER n.IE DATE 1$ 51GNED AND OfI.LED, 5~ AND 0E4..ED FOR Tl-E 5~ PORTIa4 a: Tl415 DRAWN:i a-a. Y. ROOF FRAMING NOTE6: 1. &EE 5l-1EET 63.1 FOR 6l-11NGLE INFORMATION AND IN&TALLATrON IN&TRUCTrON5 ~~ L{) a~ C.~ QcJ U ~~ C0J]OC ~ ~ OO~ \J I ~ N r~ 11)01 ~~ t; ()~ .01 ~~ "111) Q~ -<:1 Q., il" tS~ U~' ~~ O~ ",15 -l~ "'<>: (3e.. ll.'-' O~ cJ)- , , ~~ zffi :xX ~~ u"1 ~g q~ "1ll. ~ /:;; W in ~~ 10 't Il:~ Q~ 0 . ~~ -l~ 10 ~o= -l~ u ill o- w ~8 lL~ ~~ "111) "'>- .'t 15~ ~~ El~ 0<.) o;j ~" ~<>: 't~ e.. (i)~ 8", '-' i~ X, ~~ Ow ~~ IOz ;Eo .() @ ~[ r "" ~ ~ @ ~ ~ D D ~ [!!, [!!, CJ ~ ~ a [? @@ ~ ~ ~ ~ ~ ~ lI'J d ij ij ~ I!i) @ 2) 9 (if) ~ @) @!I @ d '" ~ ~ g @ I? zg [!!J '" 19) ~ '" I!!l '" a:l l!!J ~~ g 25 dl ~ [!!J @ ~ = g ~ g I? @5 ~ ~ @ @ @ 2J @ @ @, I? ~ , ~ DATE ; 05-115-02 SCALE : AS NOTED DRAWN BY : [8~Ll. VANCE AUTOCAD FILE NAME 11827 ENGINEER OF RECORD : DANSCO ENG~NEERING. P.A. SHEET DESCRIPllON : ROOIF IFRAM~NG PLAN 'IP A 'lP 5A 40'-0" / '/ / / 14'-0" 12' -4" / 15-B" / 1/ 1 / / / A6GE DRoppeD GABLe - o \ B' -0' C~G \'-- U\ A2 , B'-O" C~C:; A3 8'-0:' C~cA U L U )> -.f:>. ~ Q or It D :-.I 0 :-.I or " - D1 or T ,.. \ 0 N D > 0 D2GE z: - ... &. CI ~ 0 :a , &. 3 lC , , :0 .0 - - I: !J :a::: - ::> ;.) 1:) ~ ~ - ... :-.I 10 .... - ~ z:: z: U ..J - .... CD ... co Cd e - Cd ... CIS g - .. ;!J Q/ I V) DRGrt?fD GPBJv~ A5GE 82 DRGrPfD GJfte5 () n CIJ See Oti.riq;jer Detarl'IB: I 01 P ~ 5{3 ~Cr B)~~ 7Jp?Cft 1 -411 6'-2" 19'-41; 14 -6" ROOF PLAN SCALE: 1/4" = 1'-0" - 61MP60N TRUSS JOINT UPL 1FT CONN. FASTENERS-- TYPE LOCATION (LBS) CONNECTION QTY. CAPACITY PER CONN. NOTE: ALL OT1-4ER TRUSS BRG. CONNECTIONS ARE SIMPSON META20 OR EQUAL FOR MASONRY: SIMPSON 1-410 FOR FRAME: . l-4U&2b FOR 1-4UNG TRU&SES ON GIRDERS UNLESS OT1-4ERUJISE NOTED. T+-tESE TRUSS UPLIFT VALUES ARE LESS T1-4AN CONNECTION CAPACIT"r'. MASONRY META20 1 lS00 14-10d X 1v2' TIMBER 1-410 1 8S0 lb-8d X lv2' +-tUNG l-4US2b 1 128b 20-10d x 3' U6P n~US& JOINT UPLIFT CONN. FASTENERS-- TYPE LOCA TION (LB&) CONNECTION QTY. CAPACITY PER CONN. NOTE: ALL OT1-4ER Tf~US& BRG. CONNECTIONS ARE USP l-4T A20-18 OR EQUAL FOR MASONRY: USP l-iC10 FOR FRAME: . Tl-4D2b FOR l-IUNG TRU&SES ON GIRDERS UNLES& OT1-4ERWISE NOTED. Tl-IESE TRUSS UPLIFT vALUES ARE LES& Tl-iAN CONNECTION CAPACIT"r'. MA&ONRY l-4T A20-18 1 \S00 14-10d X lv2' TIMBER l-iC 10 I SS0 18-10d X lv2' t-+UNG Tl-4D2b I lS20 18-1bd x 3Y2' Double CO(lnectors to be pldced c:lfdgondll~ to edch other. Do not drive ndlls through the truss pldte on the oppo~lte elde of the trues whIch could force the pldte off the truse. _u Mounted vertfcdll~ - -. - o \ '" U\ STEPPES ADD/ L 2 PLYWOOD 1/4/1 FOR 2x RIBBONS o o LATEST DATE: IN PROCESS REVISION DATE: DESCRIPTION : 09/24/03 ~~ 11) a~ c.~ EDcJ tJ STRDNGBACKS REQUIR DUE TO DEFLECTION DIFFERENTIAL (SEE STRDNGBACK LETTER IN ENG, PACK) ~~ ~Q6 ~ ~ OO~ \J I~ ? Pl.-W/\B CUi ~? 12 N :n~ ~\S) a; ()~ ,01 ~~ -<t~ ~I Q\S) Cl., OC" o@ U~' ;!l;al O~ ~- z~ --l~ (5Cl. IL'-' is sa U) -- I I ~~ zft :IX ~~ O-<t ~~ <t~ -<t1L ~ ~;= III in ~~ III 't g:~ Q~ 0 . !z:i5 fi --l\S) III \:i,: --l\S) u III ~'" ill 0- ;=8 o...~ w'" ~ ~~ -<tu) "'>- .'t ~::( ~\S) ~t3 0"/ Q" ::(~ 't~ t3", ci)~ I:E '-' X, ~iS o III tx>- wiS Illz ;=13 ,0 @ ~[ } 10-1/211 ATTENTION! -,~ DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY TIiE PEAK CONSULT HIB-91 30' Span r less / 60 de<Jrees / or ress @i) ~ @ ~ ~ a ~ a ~ l!!J 0 ~ a a [? I!'ill!'il I!'il (!f) ~ ~ ~ @!l ~ ~ d ij ij ~ lfi) @ 2) VJ ~ ~ ~ @lJ @ d "" ~ ~ @5 @ I? f,S I!!l \Xl @ ~ IXl (!!J \Xl "" I!!l @~ @5 25 c::!J [!!] I!!l @ ~ ~ @5 ~ @5 [? @5 ~ ~ @ @ @ ~@ @ @, [? ~ ~ REFER TO HIB-91 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss thiS way. o SAMUEL A. GREENBERG, P E. "3424:' o TI-4UY H. ~U~~, P E. ~0122 D IRWIN J. BENOON, P.E. "'4~1:,8 D ALl ABBAS ~AKIM, PE. ~ol86 DATE : 05-115-02 SCALE : AS NOTED DRAWN BY : [8~l.1L 'VI ANCE AUTOCAD FILE NAME 11827 ENGINEER OF RECORD : DANSCO ENGINEERING. P.A. SHEET DESCRIPTION : ROOf' f'RAM~NG PLAN lIP A lIP 5[8 TO THE 6E&T Cf THE OOINEER'& ~CA.il.ED6E A'D 6ELIS:, THE o~ PlA1$ A'D 5ftCIFICATI~ cct1Fl..'l' WI~ THE FL~IDA 6UILDN:j CODE, eeCT1~ Ih~ r<::R 12" M.PH 3 eecoo OO5T, ~ 'e'lLW Zct-lE (2001 EDITICW. ~15 DRAWN:j k.() DESIGN 15 V.6LID FOR 12 ~ AFTER THE DA1E 15 51Ga) A'D 5EALED. SIGNED kID 5EALED FOR n.e 5~iURAL PORT1CN Cf ~I$ DRAUJN:j ct-l'l', ROOF FRAMING NOTE&: 1. 5EE &I-4EET &3.1 FOR &l-IINGLE INFORMATION AND IN5TALLATION IN$TRUCTION$ ~ 0 r I> I> .... r ., r ., r ~ I> ,.. , !: - J.. :>> ~ =! .> , J.. ~ r:: , , .> a ... C !:7 c ... - :> .> ~ l ;:, ... :\.I 0 - ... l l!: l!: U .J ... :D ... :0 :0 e ... :0 ... :0 0 ... .. ~ 40'-01 I I]'-B" 12'-411 IJ.'_n" I I '-' DRoppeD GABt~ A6GE B I -0" C~LA LA TEST DATE : IN PROCESS REVISION DATE : 09/24/03 - -1\'.\ 15\ \ 61MPSON TRUSS JOINT UPL 1FT CONN. FA5TENERSu TYPE LOCATION ( LBS) CONNECTION QTY. CAPACITY PER CONN. NOTE: ALL OTl-lER TRUSS BRG. CONNECT tONS ARE SIMPSON META20 OR EQUAL FOR MASONRY: SIMPSON l-l10 FOR FRAME: 4 +-tUS2~ FOR l-lUNG TRUSSES ON GIRDERS UNLESS OT+-tERUJISE NOTED. T+-tESE TRUSS UPLiFT VALUES ARE LE6S T+-tAN CONNECTION CAPACITY. MASONRY META20 1 1500 14-10d X lv2' TIMBER l-l10 1 850 llO-8d X ]1/2' l-lUNG l-iUS21O 1 12810 20-10d x 3' ~ USP TRUSS JOINT UPL 1FT CONN. FASTENERSu TYPE LOCATION ( LBS) CONNECTION QTY. CAPACITY PER CONN. NOTE: ALL OTl-lER TRUSS BRG. CONNECTIONS ARE USP l-iTA'20-18 OR EQUAL FOR MASONRY: USP l-lC10 FOR FRAME: 4 Tl-iD21O FOR l-lUNG TRU5SES ON GIRDERS UNLESS OTl-lERWISE NOTED. TI-fESE TRUSS UPLIFT VALUES ARE LEoS Tl-iAN CONNECTION CAPACITY. MASONRY l-iT A20-18 1 1500 14-10d X lV2' TIM6ER l-lC 10 I '050 18-10d X ]1/2' +-tUNG T+-tD21O 1 1520 18-11Od x 31/2' STRONGBACKS REQUIR DUE TO DEFLECTION DIFFERENTIAL (SEE STRDNGBACK LETTER IN ENG, PACK) o ~] 12 . .. - - 0 0 \ U. \ ~ \'-- 15\ 15\ Double connectore to be placed dlagonall~ to each other. Do not drIve nalle through the truee plate on the oppoelte elde of the truee whIch could force the plate off' the tru~e. MOUf'lted vertlca II~ PWMB CW .. A2 .. r-" <{ 1'0 <{ 8'-0' ClG A3 B I -0' C~LA """ - \!;) \ N - 8 0 \::5 \ - --" - \!;) 0 u CD \!;) \ --" N ~ o ..- <{ - ~ \ t7ROPP~D G,A[3;..E A 1 1 G E t?ROPPft? GI0L-E 0':.> \'.\ B3GE 1'0 '<:j- 1'0 -, -, -;J u w u 7'-4" 6'-2" 19'-411 14'-6" ROOF PLAN SCALE: 1/4" = 1'-0" } 10-1/2" ATTENTION! .~~ ff DON'T UFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT HIB-91 1/4// FOR 8x RIBBONS 30' Span STEPPES ADD/ L 2 PLYWOOD REFER TO HIB-91 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss thiS way. ~ "..., o SAMUEL A. 6REEN6ERG, F.E. ~424S o TI-4UY +-to ~UYN~, F.E. ~0122 o IRWIN J, 6ENSON, F.E. -4~lSe o ALl A66AS I-4AKIM, P.E. lIS~l~ TO me 6EST Cf me OO~5 ~ ~ mlEF, me Srn.JC1tlR.6J. ~ IW OfECIFICATIa-5 ca1Pl.. Y Wl114 me Fl~DA eulLD~ CODE, 5ECTia'4 I~ fOR 12" MPJ4. 3 5ECOO GUST, EXF06i..lRE '6' WIND l~ (2001 EPITIQV, 11415 D~ ~ DESkJN 15 vALID fOR I2I1a'ffi.l$ AFTER TI4E DATE 15 SIGNED ~ 5EALEP. SIGNED ~ 5EALEP FOR me S rn.JC11JR,6J. PORTla-l Cf 11118 DRAlU~ OC y, ROOF FRAMING NOTE5: 1. 5EE &l-IEET 53.1 FOR &l-IfNGLE INFORl'1A TION AND INSTALLATION IN5TRUCTION& DESCRIPTION : ~'<t L{) a~ C.~ @cJ " ~~ ~OC ~ ~ OO~ \J I<N N ln$ ~\\) "" i!: ()~ ,01 ~~ ~~ "';1 n\\) 0.., <5~ OC" ;;!;1l5 l)~ O~ gj- z~ -J\j,) <50.. Z LL'"' 15~ $)- , , ~~ zft} IX ~~ O~ i5~ q~ ~LL ~ (:i!: W In ~~ 10 ""t Q~ 0 o..l!j . !z~ -J\$ 10 ~o= -J\\) u W ""=> ill 0- i!:8 lL~ ",,'" ~~ ~d) "'>- ,'7 ~:i ~\\) ~G Q~ ~" :i", '7~ ",0.. O)\j,) "'''' '"' ~~ X, ~~ Ow (X>-- ",,15 lOz i!:13 ,0 @ QI lLlL r '" ~ ~ @ ~ ~ ~ ~ a ~ D a a ~ . @ ~ (.l'.f) (.l'.f) (.l'.f) ~ @ ~ @lJ ~ Ii'J d (@ (@ @ ~ ~ 2J VJ rw @ ~ ~ @ d aJ ~ ~ @'5 @ I? ~ [!!] aJ @ ~ aJ [!!] aJ a> [!!] ~~ @'5 8 dl l!!J [!!] @ ~ = @'5 ~ @'5 l? @5 ~ ~ @ @ @ di ~ @ @, l? ~ DATE : 05-115-02 SCALE : AS NOTED DRAWN BY : [8~!L.!L V ANGIE AUTOCAD FlLE NAME 11827 ENGINEER OF RECORD : DANSCO ENGINEERING. P.A. SHEET DESCRIPllON : ROOF IFRAIMWNG PLAN <>>A'lP 5C S TRUe TURAL NOTES S TRue TURAL NOTES S TRue TURAL NOTES STRue TURAL NOTES I, SPECIFICATIONS 3. DESIGN METHOD I. I. CONSTRUCTION: 3. I. I. I. I. I. I. 2. I. 1.3. I, I. 4. I. 1.5. I. I. o. I. 1.1. ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530/ASCE 5/TMS 402-'1'1 ~ ACI 530, I/ASCE O/TMS 002-'1'1 SPECIFICATIONS FOR MASONRY STRtJCllJRES. ASTM C2I0-'12, C410-'1I, AND C'10-'10 SPECIFICATIONS FOR MASONRY STRtJCTURES NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. FLORIDA BUILDING CODE (FBC) , 2001 EDITION "MANUAL OF STEEL CONSTRUCTION, ALLOHABLE STRESS DESIGN", BY THE AMERICAN iNSTITUTE OF STEEL CONSTRUCTION, (AISC) '1TH EDITION. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE (TPI) 1'1'15 EDITION. 3.2. 3.3. 1.2. DESIGN: 1.2. I. 1.2.2. 1.2.3. 1.2.4. 1.2.5. 1.2. o. ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRtJCTURAL CONCRETE ACI 530/ASCE 5/TMS 402-'1'1 ~ ACI 530, I/ASCE O/TMS 002-'1'1 SPECIFICATIONS FOR MASONRY STRtJCTURES. ASTM C210-'12, C410-'1I, AND O'lO-ClO SPECiFICATIONS FOR MASONRY STRUCTURES NATIONAL DESIGN SPECIFICATIONS (NDS) fOR WOOD CONSTRtJCTION, 2001 EDITION, AND ALL ACCOMP ANYI NG SUPPLEMENTS. PLYHOOD DESI&N SPECIFICATIONS (APN FLORIDA BUILDIN& CODE (FBC), 2001 EDITION 3.4. LOAD FACTOR DESIGN: 4.4. 3. I. I. THE LOAD FACTOR DESIGN METHOD HAS USED TO DESI6N . CAST-IN-PLACE CONCRETE SLABS AND FOOTINGS SERVICE LOAD DESIGN: 3.2. I. THE SERVICE LOAD DESIGN METHOD HAS USED TO DESI6N , MASONRY HALLS AND LINTELS INTERIOR AND EXTERIOR HOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIfT LOAD COMBINATIONS FOR LFRD DESIGNS: 3.3. I. 3.3.2. THE fOLLOWING LOAD COMBINATIONS HERE DESIGNED fOR: TOTAL DL + FLOOR LL + ROOf LL TOTAL DL + FLOOR LL + HL TOTAL DL + HL ALL ROOF AND fLOOR TRUSSES SHALL BE DESIGNED TO RESIST 111E HORST LOAD COMBINATION RESULTING iN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADiNG ARE TO BE CONSIDERED. DESIGN ASSUMPTIONS: 3.4. I. ALL fOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND HALLS UNLESS SHOWN On-tERJrjISE IN THE DESIGN PLANS. 4. MATERIALS 4.5. 1.3. SHOP DRAHINGS : 4. I. REINFORCING STEEL: 1.3. I. I. 3. 2. I. 3. 3. TI-tERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DR.AYJINes WITHOUT WRITTEN APPROVAL fROM THE ENGINEER Of RECORD. ALL SHOP DRAHiNGS ARE TO BE SUBMITTED TO THE ENGINEER Of RECORD PRIOR TO n-tE COMMENCEMENT OF CONSTRtJCTION. ALL ROOf AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REe. PE. AND SHALL INCLUDE: DRAHINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACiNG REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEJv1BERS. 2. DESIGN LOADS 2. I. DEAD LOADS: 2,2. 2.3. 2.4. 2.5. 2. I. I. 2. 1.2, 2. 1.3. 2. 1.4. 2. 1.5. 2. I. O. 2. 1.1. 2. 1.8. 2. I. '1. 2. I. 10. UNIT WEIGHT Of SOIL, COMPACTED: UNIT HEIGHT Of REINfORCED CONCRETE . UNIT HEIGHT Of 8" C.M.U. BLOCK : 1ST fLOOR SUPERIMPOSED LOAD, UNIT WEIGHT Of 2x4 PARTITION HALLS: UNIT WEIGHT OF 2xo BEARING HALLS: BALCONIES ~ DECKS: TILE ROOf TOP CHORD : BOTTOM CHORD : SHINGLE ROOF TOP CHORD : BOTTOM CHORD : FLOOR TRUSSES 120 PCf 150 PCF 40 PSF 20 PSF II PSF 12 PSF 15 PSF 15 PSF 10 PSF 4.2. lPSF 10 PSf 15 LIVE LOADS : 2.2. I. 2.2.2. 2.2.3. 2.2.4. 2.2.5. 2.2. O. 2.2.1. 2.2.8. 2. 2. <1. SIDEWALK AND DRIVEWAY LOAD: 6ARA6E LOADS I CORRIDORS AND BATHROOMS : PARTITIONED ROOMS. BALCONY AND DECKS : STAIRJI'.lAYS AND LANDINGS . ROOF: fLOOR TRUSS TOP CHORD MINIMUM : 200 PSF 50 PSF 80 PSf 40 PSF 40 PSF 40 PSF 20 PSF 40 PSF ROOF TRUSS TOP CHORD MINIMUM: 20 PSF RAILING LOADS: 2.3. I. 2.3,2. 2.3,3. 2.3,4. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO HITHSTAND A CONCENTRA TED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD Of 50 PLf ON THE GUARDRAIL AND A SIMULTANEOUS LOAD Of 100 PLf APPLIED VERTICALLY DOHNViARD AT THE TOP Of THE GUARDRAIL GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 200lb CONCENTRATED HORIZONTAL LOAD APPLIED ON I SO. fT. AT ANY POINT IN THE SYSTEM. 2.3.1., 2.3.2 ~ 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH 4,3. SHALL BE APPLIED TO PRODUCE THE MAXIMUM S"ffiESSES IN THE MEMBER COMPONENTS. HIND LOADS: 2.4. I. 2.4.2. WIND DESIGN TO BE CONDUGTED IN ACCORDANCE WITH SECT. 1000 Of THE fBC, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND GUST, EXPOSURE "5", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE DEFLECTIONS : 2. O. I. fLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 4. I. I. 4. 1.2. 4. I. 3. 4. i. 4. 4. 1.5. 4. I. O. 4.1.1. 4. I. 1:>. REINfORCING STEEL SHALL BE ASTM A615-Cl4 GRADE 40, f"~ = 40 KsI LAP SPLICE SHALL BE AS fOLLOWS. lt5 BAR 25", lt4 BAR 20", lt3 BAR 15". ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINfORCING ARE TO n-tE CENTERLINE OF EACH BAR EXCEPT WHERE THE COYER DIMENSION IS SHOv.IN TO THE fACE OF THE CONCRETE. REINFORCING DETAIL DIMENSiONS ARE OUT TO OUT OF BARS. REINfORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD S-wENeTH Of THE BAR AND ARE TO BE APPROVED BY THE ENGINEER Of RECORD. DESIGN COYER REQUIREMENTS: C-I-P CONCRETE fORMED AGAINST EARTH. C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED : GROUT FILLED MASONRY : PRE STRESSED CONCRETE LINTELS (ADD. REBAR IN) . PRE CAST GROUT FILLED LINTELS (ADD. REBAR IN) . WELDED WIRE fABRIC (HHF) , ASTM AI85-ClOa. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315-LATEST EDITION. 3" 2" I 1/2" 3/4" I 1/2" I 1/2" CONCRETE : 4.2. I. 4.2.2. 4.2.3. 4.2.4. 4.2.5. 4.2.6. 4.2.1. CONCRETE TYPE MODULES OF MIN. 28 DAY ELASTICITY DESIGN Wc) DESIGN (E) 4.6. C-I-P CONCRETE (NORMAL HEIGHT) 2,050 KsI 2,500 Psi 2,500 Psi 3,000 PSI 2,050 KsI 3,122 KsI C-I-P 6ROUT PRE CAST CONCRETE LINTELS PRE STRESSED CONCRETE LINTELS 5,000 Psi 4,030 Ksl CONCRETE SHALL CONSIST OF I" MAXIMUM A66RE6ATE CONCRETE MIX WITH SLUMP BElY'EEN 0" AND 1" AT TIME Of PLACEMENT. SEE SPECifiCATIONS fOR ADDITIONAL CRITERIA. 4.1, GROUT SHALL CONSIST Of PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP 5ETHEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. CONSTRUCTION JOINTS HILL BE PERMITTED METHOD OF CONCRETE fORM!Ne, PLACEMENT AND CURINe SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR HALKHAYS ~ DRIVElAlAYS) : 3 1/2" MIN. THICKNESS HI MIN. REINfORCEMENT OF 6.0 x 0.0 HI 1.4 x 1.4 HHF @ MID-DEPTH Of SLAB. FIBER MESH MAY BE USED ILO. HHF @ CONTRACTORS DISCRETION. CONCRETE PLACEMENT PRP,CTICES SHALL BE IN ACCORDANCE HI ALL ACI- MCP 1'1<:1<1 STANDARDS. CONCRETE MASONRY : 4.3. I. 4.3.2. 4.3,3. 4.3.4. 4.3.5. 4.3.6. 4.3.1. fiLLED CELLS HI (I) lt5 BAR SHALL BE LOCATED @ 8'-0" O.C. MAX, @ BOTH SIDES OF OPENINGS 0'-0" WIDE OR MORE, @ THE HIGH SIDE OF ALL MASONRY HALL STEPS, ~ @ ALL CHANGES IN DIRECTION Of THE MASONRY HALLS. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C'1O-ClO, TYPE II NON-MOIST1JRE CONTROLLED, ALL CELLS ~ CAVITIES BELOH GRADE HILL BE fiLLED HI CONCRETE IN ALL STEM HALLS. THE A66REGATE STRENGTH Of THE BLOCK AND MORTAR SHALL BE f'm = 1,500 PSI MINIMUM. METHOD Of CONCRETE MASONRY PLACEMENT AND CONSTRtJCTION SHALL BE CONDUGTED IN ACCORDANCE HITH THE SPECifiCATIONS AS STATED. MORTAR SHALL BE TYPE "S" fOR ALL MASONRY CONSTRUCTION. LINTELS SUPPLIED BY APPROVED MANUFACTURER. I) FECP/CAST--GRETE CORPORATION 2) POWER CONCRETE 3) ALLIED PRECAST 4) LOTI 5) MARION MASONRY 6) WIEKHA S TRUC TURAL LUMBER : 4.8. SOIL: 4.4.1.1. INTERIOR LOAD BEARING HALLS SF.f., fb = 015 PSI, E = 1200 Ksl ALL EXTERIOR FRAMIN6 SF.f., fb = 015 PSI, E = 1200 Ksl 4.4. 1.2. ALL FRAME HALLS TO BE CONSTRtJCTED USIN6 SF.f. , STUD QUALITY OR BETTER 4.8. I. 4.8.2. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. ALL SOIL IS TO BE CLEAN ~ POISONED FOR TERMITES PER fOC 2001 SECTIONS 1042.0, 1042.1, 1403.1.0, 1503.4.4, 1810, 1<110.1.5, 2303.1.4, ~ 2304. TERMITE PROTECTION - PLANS MUST SPEC I FY TYPE OF TERM I TE TREATMENT 4. 4. 2. ALL PL YHOOD USED fOR EXTERIOR APPUCA TIONS SHALL BE APA RATED SHEATHINe EXP I U.N.O. 4.4.3. ALL PL YHOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB fLOORJNG AND SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 4. IF OSB BOARD IS TO BE USED IN PLACE OF PL YHOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. . Soil ChemIc.aI Barrier Method · Other treatment - Must Spec.lfy proposed method and svbmlt doc.vmentat Ion , Nhlc.h substantiates the proposed method, Is an approved termite protedlon system or method. IF CHEMICAL SOIL TERMITE TREATMENT IS USED I. FBC 104.2.0 - "A permanent slq1 Nhlc.h IdentIfies the termite treatment provider and need for re-Inspec.tlon and treatment c.ontrac.t reneNal shall be provided. The sign shall be posted near the NateI' heater or eledrlc. panel" fBC 1503.4.4 - Condensate and roof dONnspovts shall dlSc.harge at least 1'-0" aNa,:! from the bvllcHng side Nal/s. FBC 1503.4.4 - IrrIgatlon/sprlnkler systems Inc.lvdlng all risers and spralj heads shall not be Installed Nlthln 1'-0" of the bvTldlng side Noll. fOC 1403.1.0 - To provide for Inspec.tlon for termite Infestation, betNeen Noll covering and ~Inal earth grade shall not be less than 6 Inc.hes. Exc.eptlon: Paint or dec.oratlve c.ementitlovs finish less than 5/8" thlc.k adhered dlred1y to the fovndatlon Noll. fBC IBlo.I.I - InltTal treatment sholl be done after all exc.avatlon and boc.kflll Is c.omplete. FBC 18/0.1.2 - Soil dlstvrbed after the Initial treatment shall be retreated Inc.lvdlng spac.es boxed or formed. FBC 18/6.1.3 - Boxed areas In c.onc.rete floors for subseqvent Installation of traps, etc., shall be made Nlth permanent metal or plastic. forms. Permanent forms must be of a size and depth that NIII eliminate the dlsturbanc.e of soli after the Initial treatment. fBC 1816./.4 - Mlnimloffi 6 mil vapor retarder mvst be installed to proted against rainfall dilution. If rainfall occurs before vapor retarder plac.ement, retreatment Is reqvired. FBC 1810./.5 - Concrete overpovr and mortar along the foundation perimeter must be removed before exterior soil treatment. 4.4. 5. ONLY STRtJCTURAL LUMBER TO BE USED fOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4. O. WHEN PRE ENGINEERED TRUSSES ARE CALLED fOR ON THE PLANS THE MANUfACTURER IS TO SUBMIT SHOP DR.AYJINGS TO THE ENGINEER OF RECORD. 4.4.1. DESIGN, fABRICATE AND ERECT HOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION fOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE ANSIITPI 1-1 Cl<:15, HIB-ClI AND QST-88. 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W1THOl!T HOODEN TOP PLATES. 4. 4. <1. ALL EXTERIOR FRAME HALLS SHALL HAVE 1/8" S11JC.CO fiNISH PER ASTM C. '120. APPLY 3 LAYERS HI THICKNESS Of 1/8" OYER METAL LATH. FIRST 2 LAYERS 3/8" THICK. EACH, AND 3RD LAYER 1/8" THICK. 2. 3. 4. 5. o. 1. FASTENERS AND TIE DOHNS : 8. 4.5. I. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT L1MIn:D TO , SHAPES, ANGLES, CHANNELS: ASTM A36-36M '14 f~ = 36 KsI ROUND METAL PIPE: ASTM A53-'14, GRADE B FIj = 35 KsT SQUARE METAL TUBING: ASTM A500-Cl4, GRADE B F~ = 40KsT HIGH STRENGTH BOLTS I ASTM A325-'14 MACHINE BOLTS. eALVANIZED ASTM A301-Cl4 10. FBC 1810.1,6 - Soil treatment must be applied vnder all exterIor c.onc.rete or grade Nlthin 1'-0" of the strvdure sldeNalls. <1. 4.5.2. 11. fOC 1810./,6 - An exterior vert Ic.a I c.hemlcal barrier must be installed after construdlon Is complete, includIng landsc.aplng and irrigatIon. Al1Ij soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC 1816.1.1 - All bvlldlngs are required to have pre-c.onstruc.tlon treatment. 13. FBC 1810.1.1 - A certifTc.ate of c.ompllonce must be Issued to the bvildlng deportment b.< a IIc.ensed pest c.ontrol c.ompanlj before a c.ertiflc.ate of oc.c.upanc.,:! NIII be Issued. The certitlc.ate of c.ompllanc.e shall state: "The bvildlng has rec.eived a c.omplete treatment for the prevention of svbterranean termite!? The treatment T!? In ac.c.ordanc.e Nlth the rules and IONS of the florlda Department of Agrlcvltvre and Consvmer Servlc.es". 14. FBC 2303.1.3 - After all Nork t5 c.ompleted, loose Nood and fill roost be removed from beloN and Nithln 1'-0" of the bvIrding. Thl!? Inc.lvdes all grade stake!?, tub trap boxes, forms, shoring or other cellvlose c.ontalntng material. 15. FBC 2303.1.4 - No Nood, vegetation, stumps, c.ardboard, trash, etc., shall be bvrled Nlthln 15'-0" of an,:! bvlldlng or proposed bvlldlng. 4.5.3. SHEET METAL AC.CESSORIES SHALL CONfORM TO : f4 = 33KsIHITH 6<10 eALVANIZED COATING IN ACCORDANCE WITH ASTM A525-81. NAiLS SHALL CONSiST OF . COMMON WIRE NAILS HITH MINIMUM DIAMETER AS fOLLOWS: 8d = 0.113". 10d = 0.128", 12d = 0.128", lod = 0.135". ALL FASTENERS AND TIE DOv.INS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI-CORROSIVE COATING BY MANUfACT1JRER PRIOR TO INSTALLATION. 4.5.4. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE 111E UPLIFT CAPACITY CALLED fOR IN THE PLANS ARE A MINIMJM. 4,5. O. ALL fASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND fLOOR TRUSS STRAPPIN6 ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.1. CONCRETE EMBEDDED 'J' BOL TS USED fOR UPLIFT ARE TO BE HET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.o. ALTERNATES TO oJ" BOLTS ARE NOTED ON PLANS. CONCRETE EMBEDDED TIE DOWNS USED fOR TRUSS AND HALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO PLACING GROUT. SOIL IS TO BE COMPACTED TO '15% MODIFIED PROCTOR AS DEFINED BY ASTM D I 551-Cl I 4.1:>.3. 4.5.8. MICRO-LAM LUMBER: 4.6. I. MICRO-LAM STRESS GRADES SHALL PROVIDE THE fOLLOWING MINIMUM PROPERTIES. E = 2,000,000 PSI Fb = 2.'150 PSI ft = 1,050 PSI fc. = 500 PSI (PERPENDICULAR) Fe = 2,100 (PARALLEL) fy = 285 PSI A5 OF DECEMBER 315T, 2~~3, Cl-iROMATED COPPER AR5ENATE (CCA-C) WILL NO LONGER BE FRODUCED FOR RE51DENTIAL OR GENERAL CON5UMER U5E. 5EVERAL NEW PRE55URE TREATED WOOD AL TERNATlVE5 I4AVE BEEN CREATED TO REFLACE CCA-C. MANY OF Ti-tE NEW PRE55URE TREATED WOOD5 U5E C~EMICAL5 Tl-iAT ARE CORR051VE TO 5TEEL. IT 15 Ti-tE CONTRACTOR'5 RE5PON51BILITY TO VERIFY TI4E TYFE OF WOOD TREATMENT AND TO 5ELECT AFFROFRIATE CONNECTOR5 T~AT RE515T CORROeION, FOR EXAMPLE, ACQ-C, ACQ-D, C6A-A, OR CA-6 REQUIRE 140T-DIFPED GALVANIZED OR 5TAINLEe5 5TEEL FA5TENER5. DOT 50DIUM BORATE (5BX) DOE5 NOT. ATTENTION: C~EMICAL C~ANGE6 IN FRE66URE TREATED WOOD6 STEEL: 4.1. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIfiED STEEL ERECTOR. . fABRICATE AND ERECT ALL STRtJCTURAL STEEL IN ACCORDANCE WITH A.I.5.C. "SPECifiCATION fOR THE DESIGN, fABRICATION. AND ERECTION Of STRtJCllJRAL STEEL fOR BUILDINGS". 4.1.2. 4.1.3. STRUCTURAL STEEL: ASTM A36-36M '14. 4.1.4. STEEL TlIBING, ASTM A500-Cl4, GRADE B. 4.1.5. WELDED CONNECTIONS: flOX;< ELECTRODES, MINIMUM SIZE fiLLET HELDS 3/10". AHS CERTIFiED HELDERS. CERTifiCATION PAPERS TO BE SUBMITTED UPON REQUEST. WHERE STEEL BEAMS ARE CONTINUOUS O'v'ER COLUMNS, PROVIDE HEB STifFENER PLATES ON EACH SIDE Of THE HE5, Of A THICKNESS EQUAL TO BEAM fLAN6E THICKNESS, LOCATED AT THE CENTER LINE OF THE TlIBE COLUMN. THE STEEL FRAME IS "NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.1. O. 4.1.1. o SAMUEL A, GREENBERG, F.E, '34245 o Tl-tUY 14. l-tUYNH F.E. ~0122 D IRWIN J. BENSON, F.E. '4~1S8 DALI AB6A5 l-tAKIM, FE. 41S~'8~ TO THE eeeT OF THE ~lNEER'e 1<N0J.LEP<;d: ~ eELIEF, n-E e~ F1..ANe ~ eF1:CIFICATIONe cct1PL Y WITH THE Fl~IDA 6UllDING COPe, eeCTION 16~ FOR 12" MPl4 3 eeca-lD GOeT, ~ 'a' WIND Z~ (2001 EDIT1CW. THle DRAWING AND DEelGN Ie VAliD FOR 12 MONTHe AF'T'ER THE DATE IT Ie elGNCP.AND eEAL.ED. elGNED .AND eEAlED FOR THE emJCTURAl.. PORTta-4 OF THle DRAUJING CNI.. Y. & REVISED 08-15-03 & CREATED 01-02-02 120 MPH 3 SEC. GUST D E DAN5CO Ef\lGINEE~ING" P A p.o. eo>< J.. - ~ eI!!AQf - FLOIItIOA - ""12 fIWGlN! - (eIJ) .. eI66 IIA>< - (&13) ... MU .... ~~ t(\ 1}jESE DRA'MNGS AND DESIGNS ARE 1}jE JOINT PROPERTY Of DANSCO ENGINEERING, PA AND 1}jE IiiIiiiI' 1IftiiiII'.,. ~ CUENT ON 1}jIS PROvECT. ANY REPRODUCTION OR UNAU1110RlZED USE IS PROHIBITED, - 2003 LENNAR 1-IOME6 TAt'PA DM&lGlN B.V. N:/BLOCKS/STD 2001 6TFWCTU~ NOTE6 ~ET DE JOB NO. PM - 5021 eN! S TRUe TURAL NOTES COMPONENT ~ CLADDING DESIGN PRESSURE (120 MPH, 3 SEC. 6VST, 2.11I2 TO 6.GJ/12 PITCH, EXPOSURE B, IMPORTANCE FACTOR=I) (PSF) REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBC 2405.2.1) TRIBUTARY AREA ROOF HALL (FT') (GCp' = +/- 18) (GCp' = +/- 18) 10 14.GJ -50.1 25.GJ -34.1 20 13.6 -45.4 24.1 -32.4 50 II.GJ -3GJ.3 232 -2GJ.3 100 105 -34.1 22.0 -26.GJ 125 105 -34.1 21.1 -26.2 2405.1 6eneral. Individual glazed areas Inclvdlng gloss mirrors In hazardous locatIons such as those indlcated in 2405.2 sholl pass the test reqvirements of CPSC 16-CFR. Part 1201 or by comparative test sholl be proven to produce or least equivalent performances. Exceptions: I. Polished Hire glass installed In fire doors, fire HindoHs and vleH panels In fire resistant Halls and hazardovs locations In 2405.2.1(3) and 2405.2.1(4) sholl compl,:! Hlth ANSI l<17.I. 2. Approved plastic materials vsed as glozing In hazardous locations sholl compl,:! Hith ANSI 2<17.1. NOlCS: I FOR EFR:CTIVE AREAS OR HIND SPEEDS BETHEEN THOSE 61VEN ABOVE, TI-E LOAD MAY BE INlCRPOLAlCD, OTHERWISE USE THE LOAD ASSOCIAlCD HITH TI-E LOHER EFFECTIVE AREA. 2 TABLE VALUES SHALL BE AD.JJSTED FOR HEISHT AND EXPOSURE BY HLIL TIPL YIN6 BY AD..lJSn1ENT COEFFICIENTS IN TABLE 1606.2D OF THE FLORIDA BUILDING CODE 2001. 3 PLUS AND MINUS SI6NS SI6NlFY PRESSURES ACTING TO HARD AND AHAY FROM TI-E BUILDING SURFACES. 2405.2 Hazardous Locations 2405,2.1 ine folloHlng sholl be considered speCific hazardous locatIons for the purpose of glozing: I. 610zlng In sNlnging doors and fixed ond sliding ponels of slIdIng (patIO) door a$semblles. 2. 61azlnq In doors and Halls of enGlosures for hot tub5'hHfhlrlootol$, $auna5': steam rooms, bathtubs, shoNers qnd other suc ac1l1 les Hhere 'such qlozinq Is located 36 Inc.hes (GJ14 mm) or less, measured hdrlzonrall':!, from 0 stancHng or HalkJng surface Hlthln the enclosvre and Hhere the bottom edqe of the exposed glozing Is less than 60 Inc.hes (1524 mm), measured' vertlc.oll,:!, obove suc.h stondlng or Holklng svrface. PRECAST LINTEL SAFE 6RAVITY LOAD TABLE LENG TH SAFE LOAD - POUNDS PER LINEAR FOOT UNFILLED FILLED 3. 610zlng In an indIvidual fixed or operable panel adlac.ent to a door Hhere the neorest vertical edge Is Hlthln a 24-lnGn (610 mm) rodlus of the door In 0 closed pOSition and Hhose bottom edqe Is less thon 60 Inc.hes (1524 mm) above the floor or Nalklng surFace. 6,861 6,039 4,657 3,662 3,241 2.718 2,332 2,040 1,529 1,392 1,234 1,140 1,073 1,003 1,370 1,203 950 750 610 570 470 2'-10" (34") PRECAST 3' -6" (42") PRECAST 4' -0" (48") PRECAST 4'-6" (54") PRECAST 5'-4" (64") PRECAST 5'-10"(64") PRECAST 6'-6" (78") PRECAST 7'-6" (90") PRECAST 9' -4" (112") PRECAST 10'-6" (126") PRECAST 11'-4" (136") PRECAST 12' -0" (144") PRECAST 13' -4" (160") PRECAST 14'-0" (168") PRECAST 14'-8" (176") PRE STRESSED 15'-4" (184") PRE STRESSED 17'-4" (206") PRE STRESSED 19'-4" (232") PRE STRESSED 21'-4" (252") PRE STRESSED 22'-0" (264") PRE STRESSED 24' -0" (288") PRE STRESSED 2302 2302 2,029 1,624 1,184 972 937 767 573 456 445 414 362 338 N,R. N.R. N.R. N.R. N.R. N.R. N.R, Exception: I. 61azlnq in Halls perpendlculor to the plone of the door In a closed pOSitlOl'1 In iSr'ovp R3 or Hitflln dHelllng vnits In iSr'oup R2 snail be subject to 2405.2.1(4). 61azlnq In an Individual rixed or oF=/,eroble oanel, other than those locatJdns des>albed In items 2 onCl 3 above, that meets all of the following conditions: 4.1 Exposea aref of on Indlvlduol pone greater than GJ sq. ft. (O.84.m ) Bottom edge less thon 18 Inc.hes (451 mm) above the rloor. Top edge greater than 36 Inc.hes (GJ14 mm) above the floor. One or more Halklng surfaces HlthIn 36 InGhes> (GJ14 mm) horIzontal I,:! of the plane of the glozing. 4. 4.2 4.3 4.4 5. All glaZing in railIngs regardless of area or height above a HalkIng s>urfaces Inclvdlng strvctural baluster panels and non s>tructurol in- fills pone Is>. 6, 610zing In Halls and fences> enclosing Indoor and ovtdoor swimming pools and spas Hhere the bottom exposed edge of the glazing is: (I) less than 60 InGhes (1525 mm) above the Halklng svrfac.e on the pool side or the glozing, and (2) the glozing is Hithin 60 inches (1525 mm) horizontal I,:! of the Hater's edge of 0 SHimming pool or spa. inls sholl appl,:! to single glazing and all pones in multiple glozing. ~ SAFE LOAD VALUES ARE BASED ON MANUFACTURER'S CALCULAllONS. ~ PRECAST LINTELS MAY BE SUPPLIED ONLY BY APPROVED PRECAST MANUFACTURERS. (SEE SECT 4.3) ~ FILLED LOAD VALUES ASSUME A MINIMUM 8" CONCRETE FILLED KNOCK-OUT BLOCK ABOVE THE PRECAST LINTEL AND ONE #5 BAR IN THE LINTEL. ) a.. :>> :x: :>> , >- .a :>> ) ~ . lll' ) G:I . "0 . 0 ) - . :::I -< ) . ~ o ~ - ) ) , 'CI') :>> . : .... r~ , ~ lll' :: G:I ) () , - - > J G:I -'0 !N . - , -' Je!:' J I ,a.. :::x: )"0 d :; -~ ! ~ -a.. ~ I ~ - c- :: G:I 5'i J G:I ~:x: I) 1)$ "$ CQ ) - - ~ G:I , "? ~ C , CI ~-; oJ Cl) !:Ie ... .. a.. !::x A) B) C) D) GLASS BLOCK INSTALLA1l0N PERFORMED IN ACCORDANCE WlTI1 FBC COVER SILL AREA WlTI1 A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. ADHERE EXPANSION STRIPS TO JAMBS AND HEAD, MAKE CERTAIN EXPANSION STRIP EXTENDS TO SiLL. SET A FULL MORTAR BED JOINT, APPLIED TO SILL. SET LO'NER COURSE OF BLOCK. MAiNTAIN A UNIFORM JOINT WlDTI1 OF 3/8>> PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURRO'NED. ALL MORTAR SHALL BE TYPE >>S" OR "N>>. STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSrTlON. (PLACE A RUBBER CRUTCH llP ON END OF TRO'NEL TO TAP BLOCK iNTO POSrTlON.) DO NOT REALIGN, TAP, OR OTI1ERWlSE MOVE BLOCK AFTER INrTlAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE 'NEDGES IN TI1E MORTAR JOINTS OF TI1E LO'NER COURSES TO PREVENT lliE MORTAR FROM BEING >>SQUEEZED" OUT. INSTALL PANEL REINFORCING IN EVERY OlliER MORTAR BED HORfZONTALL Y AND IN JOINTS IMMEDIA TEL Y ABOVE AND BELOW ALL OPENINGS WlTI1IN PANELS. (TI1E SAME SPACING SHALL APPLY TO PANEL ANCHORS W'HEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONllNUOUSL Y FROM END TO END OF PANELS. LAP REINFORCING NOT LESS TI1AN 6 INCHES WHENEVER iT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WlTH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ... PRESS PANEL REINFORCING INTO PLACE. ... COVER PANEL REINFORCING W1TI1 UPPER HALF OF MORTAR BED AND TROWEL SMOOTI1. DO NO FURROW. PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. STRIKE JOINTS SMOOTI1 WHILE MORTAR IS SllLL PLASTlC AND BEFORE FINAL SET. AT TI1IS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEP111 EQUAL TO TI1E WlDTI1 OF 111E SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTI1 AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 'NEDGES FROM LO'NER COURSES OF SOLID BLOCKS AND POINT TI1E VOiDS WlTI1 MORTAR.) 6' HIN, LAP SPLICE NOTE' SEE GLASS BLOCK INST ALLA TlON NOTES, GLA66 BLOCK DETAIL I) J) K) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING llGHTL Y BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCllON. LEAVE SPACE FOR SEALING. APPL Y SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WlTI1 TI1E MANUFACTURER'S APPLlCA1l0N MANUAL AND INSTRUC1l0NS. A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDA1l0NS FOR INSTALLAllON OF GLASS BLOCK. 20 QQ, PANEL ANCROR ~ rEXPANSIlIN STRIP ~ANSIlIN BOL T (2 PER ANCHOR) /' ~XPANSION STRIP ~SEALANT 6' MIN, LAP SPLICE 'J / REINFORCING PANEL E) 9 QQ, PANEL REINFORCING (EVERY OTHER COURSE) F) ':>J / ~~~,;. ~ ~~~~; .-:-.. . ..~:::::::: ..:.::::::.... ... ..- :::::::-:::: :~ ~A .:;ii:{~ ;~~~~ / m~mmHr ~ ~~;:~:~::~~H Hn;::' . E~mm~ ~m~t ;:;;:;:;:::. . / iTmm ;\\\\\\, n::;::" \l\l\lllll~~~ p , I?"" -SEALANT lo'" G) H) * (110mph FASTEST WIND= 130MPH, 3 SEC. GUST. FBC TABLE 1606.1.6.1) ROOF DIAPHRAGM NAILING SCHEDULE ~ + + + + + + 4 + + + RIDGE LINE , + + + + + + + + += ~ + + + + + + + + + + + + + + + + + + + + + + ~ + + + + + + + + + + + + + + + + + + + + + + +.1 + + + + + + + + + + + + + + + + + + + + + + ~ + + + + + + + + + + + + + + + + + + + + + + + -, , ~ ~ 6'j/0" (TYP.) ~ +' 1/6'-0" 1/ / ::: ::?~~ ::: , +++ +++ I '" +++ + + + + +~ + + = + + + + + + 0\:+ + + + + + + +++++ ++ cr +++++++ +++++ + +++++ +++<.0 +~+++++ +++++++ + + + -, + + '\.+ + + + + + .J..' + "-RIDGE UNE 120 MPH 3 SECOND GUST EXPOSURE "B~ WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE ~B~ WIND ZONE 8d COMMON NAILS @ 6" O.C. & 8d COMMON NAILS @ 6" O,C. EDGES & 4-" O.C. @ GABLE END WALL OR GABLE TRUSS 8d COMMON NAilS @ 12" O.C. INTERMEDIATE .131~X2 l/t LONG GUNNAll @ 4-" O.C. .131~X2 1/2" LONG GUNNAIL @ 4-" O.C. .120~X3" LONG GUNNAIL @ 4" O.C. EDGES & 8" O.C. INTERMEDIATE .1130X2" LON"G GUNNAIL @ 3" O.C~ .1200X3" LONG GUNNAIL @ 4-" O,C. .099~X2 1/4 LONG GUNNAIL @ 3 O,C. EDGES & 8" O.C. INTERMEDIATE .113~X2" LONG GUNNAIL @ 3" O.C. EDGES (STAGGERED) & 8" O.C. INTERMEDIATE .099~X2 1/4" LONG GUNNAIL @ 3" O.C. EDGES & 6" O.C. INTERMEDIATE 6'-0~ / + + + + ~ + + co + <3 + + + + + + + + ~ ~ D NOTE; 1) SEE STRUCTURAL NOTES FOR SHEA1HNG SPECIFlCA1l0NS AND 'MND SPEED, 2) END JOINTS OF THE ROOF SHEATHING SHAll BE STAGGERED AND OCCUR ovm ffiAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECllY TO SOUTHERN YEllOW PINE OR DOUGlAS FIR OR BETTER. IF ROOF ffiAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT DANSCO ENGINEERING. P.A. FOR AlllRNATE FOR NAIUNG PATTERN. D 6AMUEL A. GREENBERG, P E. '*34241; o T~UY ~. ~UYNH P E. ~0122 D IRWIN J. BEN60N, P.E. #4~11;8 D All ABBA6 ~AKIM, P 1=. '*5b 18b TO TI-lE BE$T OF TI-lE EN6INEER'$ KNOJJLEDGE AND BELIEf, TI-lE $TRUCTURAL F'LAN$ Al'-ID $PECIFICATION$ COMF'L Y WIT4 TI-lE FLORIDA BUILDING CODE, OECTION !6>e:>6> FOR 12~ MP4 3 OECOND GUeT, EXPO$URE '5' WIND ZONE (2001 EDITION). T4IS DRAWING AND DESIGN IS vALID FOR 12 MONT4S AFTER TI-lE DATE IT IS SI6NED AND SEALED. I $IGNED AND OEALED FOR TI-IE $TRUC1lJRAL PORTION OF TI-IIS DRAWING ONLY, r "'\ & CREATED 01-02-02 D ED Al'\l5CO ENGINEERING, FA. P.o. eox ~ - APOLLO 6EACA4 - FLORIDA - ~3&'2 ~ - (813) 645 ~t66 FAX - (8t~) 645 ca.6ca& e6 "'at"" f(\ TIifSf DRA\\lNGS AND DESIGNS ARE TIiE JOINT PROPERTY OF DANSCO ENGINEERING, P,A. AND TIiE "'tQ IV \:::JCUENT ON 111IS PRQ"[CT, ANY REPRODUCnON OR UNAU1110RIZED USE IS PROHIBITED, - 2003 3 120 SEC. MPH GUST NOTE: IT is l11E CONTRACTORS RESPONSIBIUTY TO REVIEW All DRAWINGS BEFORE CONSTRUCTlON BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR l11E STRUCTURAL INTEGRITY OF l11IS PROJECT ONLY. ANY DISCREP ANCY BET'M:EN FIELD CONDITlONS, Ol11ER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING MEl110DS, AND l11ESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING P.A. PRIOR TO l11E COMMENCEMENT OF CONSTRUCTlON. &EPJ.\ TAt1PA DIVI6r~ D~ eoY, N:/BLOCKS/STD 2001 LENNAR ~OME5 8CALE NOTED DATE tiJlm 5TRUCTURAL NOTE5 .. T A6LE5 ~ DE JOe NO. PM - 5021 \.. eN2 ~ 12 INSULATION TYP.) I VARIES BAFFLES \ HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT \~ SCHED.) W/ METAL PL. UNDER EA. TRUSS 1/2" HIGH r\ rOOF COVERING STRENGTH ~'.;,-' 7/16" O.S.B. MIN. SEE ROOF CD GYP. ~ NAILING SCHEDULE ON SHT. SN2 BOARD OR f7\?\?\?\?\2\ '7:.:'./..:z. ELEV VARIES ,,1'\ ~b~'~DW~L>-,~ ~fI""" ~~" . ~JJ' DRYWALL SCREWS ~~ ~~ ~ALUMINUM DRIP EDGE @ 7" O.C. CEILING 1/ \ " - ''''-''--ALUMINUM FASCIA & s" O.C. WALLS ~ t ""l ~ R30 MIN. BATT OR ~ \" 2x4 SUB FASCIA 1x2 P.T. HORIZONTAL NAILER t ~~ STD 90' HOOK :: t S"xS"X16" KNOCK-OUT BLOCK (SEE DETAIL) / ~ w/ 1#5 CONT. FILLED :: SOLID W/GROUT ~ :: R4.2 MIN. r= INSULATION r= ON EXL BLOCK WALLS r= ~~ 1 x2 PT WD FURRING ~ ~ @ 24" O.C. 1= I- 1/2" GYPSUM/ WALLBOARD U.N.O. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. ~ ~ ELEV. VARIES ~I""\ - ~ ~" /1 ~1" x 2" FURRING LJ '- " - 1" x 6" ROUGH SAWN CEDAR "'" 2x4 SPRUCE SUB FASCIA ~ 2" U.N.O. ~12" ALUMINUM VENTILATED SOFFIT ~ 1 x4 P. T. BASE NAILE S"xS"x16" NOMINAL BLOCK WITH 3/S" MORTAR BETWEEN COURSES SCALE: 3'4':1'-0' ~\ ~1 SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS ~WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS @ 24" O.C. FROM TOP PLATE TO BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING) 11 '" S.P.F. DOUBLE TOP PLATE:jI ~TRUSS BOTTOM CHORD OR . _ 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTOR ^ TOE NAILS @ EACH END -M r- ~V;2"X S.P.F. ~OR EQUAL) 1/2" COX PLYWOOD OR 7/16" ~ STUDS @ 16 O.C. U.N.O. O.S.B. SHEA THING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS (1) ROW 2x BLOCKING @ MID HGT. FOR AS INDICATED ON THE PLAN. ATTACH SHEA11-llNG W/ 8d - . I- WALL HGT. < 8'-6". (2) ROWS, 2x" BLOCKING COMMON NAILS @ 4" O.C. @ - ~ @ 3rd PTS FOR WALL HGT. > 8 -6 . BOUNDARIES, 6" O.C.@ EDGES, ~1/R19 AND @ 12" O.C. @ FIELD _________ ~ ><S- ~ ~ SIMPSON SP1 CONNECTOR -VL- ^ 1/2"0xS" ANCHOR BOLT @ 24" O.C-:= tV2X P.T. BOTTOM PLATE W/ 2"0x3/16" PLATE WASHER (TYP.; ~ r 6X6 W1.4XW1.4 WWF C" MIN. ,I~ ~ ~~ _ O~-c~~ERM~HJ . z r + ~'- -c --"> ~jl-.;. ~Y<<V~~.7' - 31/z"-b roPE ~ ~/2"-4~>'>/~Y~ ~ ". · ;-);';);)>~ MIN. MIN. ,,/ /~V'.f,(/",V"'Y~~'" ;;K"'. /'A y).;"'./ i'- / (2) #5 CONTI " 4 l' -4" R" - ::I..~-=: 1 x4 p, T. BASE NAILE :/" C.M.U. TYPICAL i/TYPE "s" MORTAR ," I ~ARCHITECTURAL I- V FINISH t F\~ ~ (1) #5 VERT. IN FILL CELLS ~7 C-(SEE FOUNDATION PLAN FOR LOCATIONS) ~/= ,,~ ~ ~'J #~ .~ Y'''-~ ~ ciS &.~ # ~~G;;, ~~ ...... ~ ~<:(i>' ~~o::ff::: ~<::...G;;,' 3/4" BASEBOARD == ==' _____ (1) #5 VERT. IN FILL CELLS ==::: w (SEE FDN. PLAN FOR LOCATION) MIN. 2500 PSI ____ . 0 CONC. SLAB.~ ~ ~ ~ 0: .._____4"x4" INSPECTION PORT AT 6X6 W1.4XW1.4 WWF \' = == ~ if) ______ EACH FILLED CELL TYPICAL OR FIBERMESH - ~ 4: .... ~ ~I .--<~ HEADER BLOCK UN.O. ~~t=<1 ~ ~- \ .~7 ~ ~~ ~ ~~~~P/~': I.J QRA,9f;/~ ~~ ~ ~Y!(~~ I I ~~~~~ 1 6 MIL VAPOR BARRIER ">0)1>/'1:: ~~ '- CLEAN POISONED AND COMP..J ~,," ~','.. ~<(:.(<(:<, ""'"' SOIL. (95% MODIFIED PROCTOR:;~~?>>~'V' '^' PER ASTM D1557) / 3"' ~'STD 90' HOOK MIN. CLR. . (2) #5 REBAR CONT. 1'-4" (SEE DETAIL) ON 3" CHAIR ~ ~ NOTES: 1. FILL ALL CELLS BELOW GRADE WHEN 'M-lEN STEM WALL IS LESS THAN 40" ABOVE GRADE. 2. FOR STEM WALLS GREATER THAN 40" HIGH CONSULT ENGINEER. I II II II II I II II II II ~=== = =;.--_-_-_-_Jl_ '1.-~-_-_-_Jl--=-_=__=__=__- -=--=--=--=-Jl--=-_=__=__=_-,-r-_=__=__=_-=..Jl--=-_=_-=-_=_-;r=-_=__=__=_-= ,r-FI RST BLOCK TO BE ::i :: :: :: :: SET IN MORTAR I II II II II II I II II II II II P. == = = =- d,L_-_-_-_-..,r ':;: d.~-=-----~r-=--::...-=--=-...J.J:..-=-...=--=--=-...,-r-=--::...-=--=-....J~-=--=--=--=-...,r-:...-=--=--=-....J _-=--=--::...~ , II II II II I II II 11::'<t- 7f1 f--3/8" MORTAR BETWEEN : :: :: :: ~ II SLAB & BLOCK ~ = = = = T-----~~~ ~ ~~~------~~-=--=--=--=-lT-=--=--=--=-~~-=--=--=--=-[T~-=--=- -L--------~i -== I II II II I" II ELEV, 0'- 0" .... ELEV -0'-5 1/4" I r===-~~----=---:T=' d~------lT-=--=--=--=-~-L-=--=--=--=-lT 7 t ,:r', . :;~ , ' ", A.F.F." ' ~, .'~---------.JL- -lL ~ '.' 0 "'" A.F.F. ( "'4." 4d., 4."d ' '" ' ., ',',., :4:,-/4., '4""'> '\,"' ELEV. -0'-4 1 /4" $- ~ ~~~ 2~x6"'RIPPED TO AC~AL '41'/4"~D~/4' ~'~>. 4 "., A.F.F. 2 t'0 gs ~ ..40R 2~'x4" ~TH 3/4" FURRING . .9A , ., VARIES 4" . ./J4.,. . 4 4. <1, do S"x4"x16" NOMINAL BLOCK ~TH 3/8" MORTAR BETWEEN COURSES AL TERNATE FASCIA &CALE: 3/4":1'-0" / 4 ,., , ,., CONTINUOUS TO FOOTER BELOW ~g. HOOK DETAIL Ia) KO. BLOCK ALTERNATE STEMWALL FOOTING &CALE: 3/4':1'-0' SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION J AA , , S1 I GARAGE SLAB AT STEP ~ . ~ 1/2" MIN. PLYWOOD SHEATHING NAILED W/ Sd COMMON NAILS @ 4" o/c BOUNDARIES, 6" OIC EDGES, AND 12" OIC FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. ~ -~ e- (2) ROWS OF 2x BLOCKIN\ ~' ~2x STUDS @ 16" ole @ llilRD POINTS ~ / ~ I ____R11 1/Z"0 x 8" -J" BOLT @ 24" Ole ~ ~ W/ Z-~X 3/16" PLATE WASHER 'f'r?ICAL ~ r~~~yS~ff~~I~H/ ~~~lA~~~E~~67/8- NOTE' "">. I - HILll"/2"~ K'MK BOLT II \ <:;.. OVER METAL LATH. F1R~T 2 LAYERS 3 8 THICK WI 8" MIN. EMBEDMENT MAY ><x EACH. 3RD LAYER 1/8 THICK. BE USED IN LIEU OF ANCHOR ~ BOLTS. <- __SIMPSON SP1 @ EA. STUD <- / - 6x6 W1.4xW1.4 WWF \ <- OR FIBERMESH r:<~ 2X P.T. PLATE . , C'J . " , '\. ..........~ ,~ '- ~, , ,~ ~::E ' ,," ,"C> ~ /)" Y));j/;~ ~. ~.c .J&. FINISH GRADE 6 MIL VAPOR BARRIER~~~ .. C> ~_. '. " .. (//.......V-0/ . :/?> .--~: ~~V~Z CLEAN POISONED AND CaMP. ~ ~ . A '\'~*" 2 SOIL. (COMPACTED TO 95% MODIFIE ",,- ~7 -::7 7. 7'7 yY PROCTOR ASTM D1557) ..( ((~"0 ,,/(" 4" 1'-4" 1 20" MIN. LAP 1 .. .~' '<:XX.' ~ '.'</7 ')<iX.' ? ~~, ~, v-.. "--13 OR #4 REINFORCING BAR 1/2"~ ANCHOR BOLTS @ 24" O.C. WI NUT & WASHER "r2x S.P.F. STUDS @ 16" O.C. y IH~ I ~2x STUD I; I v LYv I ~I r 8" C.M.U. Vt 1/ ! ~~ 1"x P.T. STUD WT ~ #5 VERT. IN FILLED CELL : 1~1....-----1/2" x 6" "J" BOLT \ 1....- I @ 24" O.C. VERT. . - 1 I (1) SIMPSON SP1 TYP. ~ \ I I ~ ,\\ ~ T lJ.,-------2x P.T. PLATE ~ 'i I W LL1 1.-1-- L-J I--- - .,------:. .,. _, ~t>-...:-' ~ " ~. ~ t cF ~ >> '-.I>> '-.I>> '-.I>:; ~ t> ~ c ~ t>~ v~0;(0;(~/< ~ ~t> ,t> ~~*V>> t> ~ t> ~~~~/ 'C~%~~~~~~0"~ /, /" /"'- /(",:..<\ /(" /'\ / FRAME WALL TO C,M.U. WALL CONNECTION~, f SCALE: 3/4':1'-0" S1 ,..,. vvv ~ l=- t 3 1/4" BASEBOARD~ I-.~ ~ :;;; 6x6 W1.4xW1.4 WWF ~.:;;c STD. 90' HOOK OR FIBERMESH \ I- ~,/ (SEE DETAIL) CONCRETE SLAB WITH BROOM \ \) I- If V ~ MIN. 2500 PSI FINISH SEE STRUCTURAL NOTES t=. III / ~, CONC. SLAB '\ ," \ '// . "~ ~-\->>k~ · "Zl~/.k bo ~ bo z ~ ~ 6 MIL VAPOR/~'>:.. ' ^y)-....y~ .;.. ~ t: t, BARRIER 0, /~t ~~~ ~ ~ n ~ ~ ->Vi''' ~ x< ~~v )S)\'" (2) #5 REBAR CONT/ '/ MIN. CLR. I' :L CLEAN POISONED AND COMPo ON 3" CHAIRS TYP. '" L '\ SOIL. (COMPACTED TO 95% MODIFIED U.N.O. 1 -4 PROCTOR ASTM 01557) 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL LOAD BEARING OR- EXTERIOR WALL - ~. ~ ~ 4 ~4 LAP SPLICE 25" MIN. LAP l' .m "~~:'R~~~ B~ ~ ~ U.N.O. MIN. 1i5 LAP SPLICE -1 36" MIN. LAP -1 , ,)()(~ <0X^~;xye~:,~;:~~~~:~Xt..^~~~^m~ :,"^'/ , -~ LAP SPLICE NOTE: SIMPSON HETA20 @ EACH STUD ~TH 16-10d X 1-1(2" MAY BE USED IN LIEU 0 ANCHOR BOLTS, PROVIDED HETA20 EXTENDS UP STUD. SIMPSON SP1'S ARE NOT REQUIRED W/ THIS ALT. &CALE: 3'4":1'-0" ~\ \. S1 r """==" vvv ~ TYPICAL BEARING WALL ~ STEP NOTE: HILTI 1/2"0 KWIK BOLT II wi S" MIN. EMBEDMENT MAY 8t USED IN LIEU OF ANCHOR BOL TS. bJ ,2 ".-~ x j #5 REINFORCING BAR.J R 1 7/8"/ c ~ SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS ~ I~~~~E UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE ~ NAILS @ 24" O.C, FROM TOP PLATE TO T \. S.P.F. DOUBLE TOP PLATE~ ~TRUSS BOTTOM CHORD OR / x;: 2x4 BLOCI<ING W/ 2-16d SIMPSON SP2 CONNECTOR---'" > _ TOE NAILS @ EACH END -VI' -~.-- Z 1/2"x S.P.F. (OR EQUAL) /~ STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING@MID HGT. FOR~ t<k::R19 WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING ;:;- @3rdPTSFORWALLHGT.> 8'-6". ~ (1/2"0XS" ANCHOR BOLT@24"0.C. x;: W/ 2"0x3/16" PLATE WASHER (TYP.) SIMPSON SP1 CONNECTOR ~ > 2x P.T, BOTTOM PLATE.~~~ /6X6 W1.4XW1.4 WWF (4" MIN 0\ OR FIBERMESH . ~ I ,n - I ' .-\,.. > / -r--'-' ~ ~~.,.:-~ -;- -. ~ ' oc ~ r: + ~ ~ ~ ~~~ ~~ l',,~' , t> " ~~\(:/~/ ~ ~ ~ /2" -4;;).....y~y~? ~ ~ . .. · ~"; y> MIN. ,,/ /~Vl'l~~~<~~'" ;,K" /A: /).; / ~ / (2) #5 CON"fI A" 1'_4" R" 1 U.N.O. 3 1/2"-4" MIN. " ~ 6TD. ~00 J.40OK HUD COMPLIANT TYPICAL WALL SECTION NOT TO SCALE (7;\ \:EJ TYPICAL EXTERIOR FRAME WALL FOOTING J SEE A/S1 FOR MORE SLAB INFORMATION SCALE: 3'4'=\'.0' , E \ S1 I REBAR DETAILS &CALE: N.T.S, rF\ \!:V SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION SPACE ANCHOR BOLTS 6" MAX. FROM END OF 2" x PLATE ~ / 6X6 W1.4XW1.4 WWF Q OR FIBERMESH I fooj ~ I, ~>>)~~.- c-7>~~3 -~~/>i~,,'t3 1/2"-1.5 ! ~"<<,,,-,,< ~ /. t> " - ~~;;..~/ MIN. . ;0~~/ j,,//,,/ ,,<K(,('</~Y / , "~,,........... '.,/"...........').\l "'.',,~ "'."'- NOTE: (2) #5 CONT. ' //V/>/// 'l/Y / HILll '/2"~ KWlK BOLT II , , WI 6" EMBEDMENT MAYBE R" 1'-4" 8" USED IN LIEU OF ANCHOR SOL TS. 1/2"0xS" ANCHOR BOLT @ 24" O.C. W/ 2"0x3/16" PLATE WASHER (TYP.)' a I/Z" MIN. P. T, 2x4 1/2" GYP. BD. SOLE PLATEx, HOLD GYP, BD. : ~:Gx='1/2" FROM SLAB . ~ CONT. BEAD - 'z SEALANT -$O'-O"~ ....~~ '/~ ...4- '..4 '.. <( .... ~~~ ... .'.: ,~.:.LJ ) - 4" $- HIL TI X-CF NAILS @ 12" O.C.'.. ~.~'.Y STAGGERED, FROM BOTTOM 6X6 W1.4XW1.4 WWF OR FIBERMESH PLATE TO CONCRETE OR EQUAL 2X sruDS @ 24" O.C. U.N.O. NOTE: SEE SECllON C/S1 FOR ADDIllONAL INFORMAllON - "f\V (1) ROW 2x BLOCKING @ MID HGT. FOR i V WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". ~ SIMPSON SP1 CONNECTOR ~ TYPICAL C.M.U, BLOCK WALL ~BLOCK WALL BEYOND INTERIOR \ ______ ~1/2" GYPSUM WALLBOARD U.N.O. ~_ W/ DRYWALL SCREWS @ 8"0.C. GARAGE ~19 CONT. BEAD ~ U.N.O. SEALANT ,.~.~~ I ~ GALVANIZED METAL STOP SECURED TO WALL TO RUN CONTINUOUS AND LEVEL AT A MINIMUM ~ OF S" ABOVE GRADE~ EST. GRADE :::E . / _ ~ELEYAT1~ 0'-0. co, _-L' ~ ~p OF S~B_ '7 ~\:((0V~\\< ~ V'\/'::y ,\ \ \ \ -~ ".- 1\ \\/\'\/ ');/\ . /\\): 1/ ~ v.H.D. RECESS -===- ----"'-_ L ,I CONCRETE SLAB\ \ 'X" ~ j6X6 W1.4XW1.4 WWF OR FlBERMESH ~ ~ ~ J A". .. \\ \ - - )];~ I ' .~ .......... ::E <<-".. <t ... .~_ I . !;; \ ''<1%~//~J' .Y ~~y/~).~~d-'c~" ~~ -'"-- -- - - - - - > ~)(/~/)//;" %"'~~ " ~~~%~~~ ~A~~R BARRIER~ ~ 8" 1'-4" 8" (2) #5 STEEL (CONL)''-/ -; ON CHAIRS MIN. AL TERNA TE TYPICAL BEARING WALL ~ STEP W/O Sl-fEAR WALL GARAGE DOOR SLAB RECESS: , , J Sl r INTERIOR WALL SLAB STEP NON-BRG. SEE A/S1 FOR MORE SLAB INFORMATION &CALE: 3'4":1'-0' rK ~T NOTE: SIMPSON HETA20 @ EACH STUD ~TH 16-10d X 1-1(2" MAY BE USED IN LIEU 0 ANCHOR BOLTS, PROVIDED HETA20 EXTENDS UP STUD. SIMPSON SP1 's ARE NOT REQUIRED W/ THIS ALT. o SAMUEL A. GREENBERG, P E. f34245 o THU-r H. HU"rNH, FE. ~0122 D IRWIN J. BENSON, FE. -4~l5B o ALl ABBAS HAKIM, FE, lISbl8b SCALE: 3'4":1'-0" r2\ \:E7 a. ~ :I: ~ t >- ~ .0 ~ ....: ~IlI>> "d:I ~ "0 t 0 " - ~ ::II . -< FINISl-f TEXTURE BREAK &CALE: N.T.S. J~ 1 S1]- - NOTE: HIL TI 1 /2"0 K~K BOLT II wi 8" MIN. EMBEDMENT MAY 8t USED IN LJEU OF ANCHOR BOL TS. TYPICAL INTERIOR BEARING WALL ~_ SCALE: 3'4':1'-0' CV. SCALE: N.T.&. SEE A/S1 FOR MORE SLAB INFORMA nON .~ I , ~ . Ill>> . <D ) () . > J <D . "0 ! '" . ~ 6X6 W1.4XW1.4 WWF r OR FIBERMESH ~~~' I ~4--:--.r~~ ---A. ~ ' 4 . -.1 GRADE '''''' y);y;~>>v/~"~\ I>>/:~V)"" 7, '\(/:,,, :<.<> y /, ::<:,17"'. y.......,,<!<,,<:/(\ ",,,,, /" "'.>)~ AY,~)/> "'. ,,/ /(" r~(1) #5 CONT, 4" R" MIN. 3/4" RECESS FOR S.G.D'.~ ."'....... 6X6 W1.4XW1.4 WWF / OR FIBERMjESH , .~ ~~~~~~~~-~if J~~ -f-i ~d~ ~~~~~ ,.. ,.,,~ >/: y ~ ~~~~>x . ... 4 ~.. ~. .:A ~"\ 7/,/ / ff;'//~V ~7j(Y/))~j)/ (2) #5 CONT, ("'<"'-['\><':::</,,"-..."0: ",-,< . 4" l' 4" R" -- EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. ill CREATED 01-02-02 TO TI-lE eEST OF TI-lE ENGINEER'S KNOWLEDGE AND eELlEF, TI-lE STRUCTURAL FLANe AND eFECIFICATIONS COMFL Y WITl-I TI-lE FLORIDA eWLDING CODE, OECTION !6~6 FOR 12" MPl-I 3 OECOND GUeT, EXFOOlJRE '6' WIND lONE (2""1 EDITION). Tl-II5 DRAWING AND DEelGN Ie VALID FOR 12 MONTl-le AFTER Tl-IE DATE IT Ie elGNED AND 6EALED, SIGNED AND OEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY, OPTION #1 EXPANSION JOINT FORMED USING 1/2" EXPANSION JOINT MATERIAL 3/4" RECESS FOR S.G.D, THICKEN SLAB EDGE BETWEEN ",nI[-~ 6X6 W1.4XW1.4 WWF DOOR FRAMES AS SHOWN \ OR FIBERMESH FINISHED CONCRETE LANIA TO / RECIEVE BROOM FINISH U.N.O.\ / I ":..t- ...... .~ \ \ ~.. ~-.-~- -~ ~ ~'J,..- T' ~ ~ ~,' '.4....-:-.. .'," . l ..........:::E ~ - ~r +-...... ~- - tL~' [, ~. .~ .4~V"'. '<';" ... ~ '- bo ~~, ~~X<&~->/. ~... ...~""v>//>/ / lJE//7 ~ C7 ''\/S<S~ 6X6 W1 4XW1 4 WWFJ / /</1.(,,//'(/ /'" ( ) . . 1--( 2 #5 CONT OR FIBERMESH / 4" R" 1'-4" 8" . (1) #5 CONT/ ' t MASONRY WALL AND- PAD FOOTING 8" MASONRY WALL Ii t-. 1\ / A ~ ~<< .. N/-..<! .<<(/....'<<: FOOllNG DEPTH '<<~ - - ~ ~>>/,>>/)V FOOllNG BEYOND SEE SCHEDULE ~~ I~. · · --- ~~~~S ~ 3" MIN. CLEARANCE YSY>::-'S>\:~A":-;'y ~~~~ ~ " ~><<~><<?;>>><<0;~ P AD REINFORCEMENT 0~~>>;> .'/ :~,;/:;::~/,-" (SEE SCHEDULE) ',~" MIN. CLEARANCE FOOTING WlDTI-I SEE SCHEDULE r D E DANSCO ENGINEERING, FA. p.o. eox ~ - APOllO eEACH - FlORIDA - '"'2 ~ - (&1'> 64& tZ>t66 FAX - (&,,> 64& ca6~ E6 4&ttZ> f(\ TI1ESE DRA\\1NGS AND DESIGNS ARE TI1E JOINT PROPERTY OF DANSCO ENGINEERING, PA AND TI1E ~CUENT ON TI1IS PROvECl ANY REPRODUC1lON OR UNAUTI10RIZED USE IS PROHIBllED. - 2003 "'\ . - , ....J Je!' J , , a. :: :I: )"0 ~ :; !~ . a. . , . - 1: - :: d:I ..- j 3a J <D , :I: · z J C'J - b:: ~:::E l'0 . ~ . I ' <r ~~J _~ ~::E ~ TYPICAL Tl-fICKENED SLAB EDGE I SCALE: 3'4':1'-0' , SEE SEC. A/S1 FOR ADDITION AL SLAB INFORMATION L \ S1~ ~ SEE DETAIL L ON SHEET S1 FOR OUTER EDGE OF LANAI PATIO COLUMN FTG. DETAIL I , 120 MPH 3 SEC. GUST &EAL"\ 5CALENon:D DATE 1121m LENNAR 140ME5 :t :t<>> .I. eIC) ~ - - ;) (I) - .., ;) C , CD ~-; .I d:I :10 ~ -=- ~ SLAB STEP .$ RECESS 1i1 S.G.D. I M "\ SCALE: 3'4':1'-0' \ Sl } T>>1PA Dlvt61CN D~6.V. N:/BLOCKS/STD 2001 ~ SCALE: 3'4N.T.S. N Sl , SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION ~ ~ 6ECTION6, DET AILe, Nore6 \... 5t ~ . a. ~::z: L.o 36n MAX. 12 (TYP.) I SEE ELEY. fRE-ENGINEERED WOOD TRUSSES @ 24n O/C pun CONNECTOR (SEE SCHEDULE) OUBLE 2"x4" S.P.F. TOP PLATE 7/Sn STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W / TOTAL THICKNESS 7/S" OVER METAL LA TI1. FIRST 27 ~A YERS 3/S" TI1ICK EACH. 3RD LAYER 1 S TI1ICK. SIMPSON SP2 ~ EA. STUD ~ ~ / UrTE~EW~gRJ~~gfsS~%~~GCOMMONf ~ WIRE NAILS @ 4. O/C BOUNDARIES ...... 6. O/C EDGES & 8" O/C FIELD 'f:', :,... '" / / I 2X4 PT SllJDS @ 16. O.C. OR (1 )2X4PT SllJD @ 24. O.C. UNDER COMMON TRUSS w/ (2) 2X4 / PT SllJDS UNDER HIP CARIER/GIRDER TRUSL/ /~ SIMPSON MET A20@EA. SllJD ~/ ~ ~ 8.XB.X16. K.O. BLOCK W/ 1 #5 CONT~. ,f- AND FILLED W / 2500 PSI GROUT ~ I- 1 #5 VERT. IN CONC. FILLED CELL W / STD. 90' HOOK IN K. O. BLOCK ~ -- ~ ;1 = v KNEEWALL ABOvE MA60NRY WALL DETAIL J SCALE: N.T.S. \ :\- ~NT OR 2ND FLOOR -~\ ~ 1/2. MINIMUM CEMENT FINISH ~ d /TYPICAL C.M.U. WALL _ -j" - ,.-- STANDARD 3" DIA. TEE ~,.-- I-- c--'3/4" FURRING STRIPS TI1READED 3. DIA. EXTENSION ~~ := ~ F~AP (3" DlA.) "E ~ := __ 1/2. GYPSUM BOARD w/ DRYWALL SCREWS @ s. O.C. OR 4d DRYWALL NAILS c- ~ v ~ /~ - - - - - - - MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2n MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" - - - - TO DRAIN ~\~ WALL CLEAN-OUT r A SCALE: N.T.S. ~ . TOP SPLICE OUBLE 1 ad ....; ~~ '~ ~~ r\ "'-BOTTOM SPLICE OYER STUD .. &'1V ", 10d @ 8" olC ", ", NOTE: PLA TE LENGTHS MUST BE V AT LEAST 8'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL' SCALE: N.T.S. , M \ 52 r c- I ::c I I >- 1 ..0 l~ IQl) . CD l~ 10 . - . :::I .-c DOUBLE 2, TOP PLATE~ SIMPSON LSTA12 @ 24" STAGGERED (FOR SHORT SPAN PROVIDE 2 STRAPS ON EACH END MIN.) 2x BLOCKING @ EACH END W/ lad x 3n @ 4" O.C. FROM EACH HEADER F ACE TO BLOCKING ~/ fjJ~'j ~~ ~(2) 2x HEADER .'- . 0 - . . , ) en , . ~. VARIES 2x BOTTOM PLATE W/ (1) lad X 3" @ 12" O.C. TO EACH HEADER FACE :D~ = , , . QI) I CD ) (.) . > I CD . ~ ; ~N . - -I I ~ I , , 13- : ::c ) ~ ~ :; o ~ e g - c- o , 0_ E- : CD . - j ,. J CD o ::c 2 x 6 (MIN) FRAME WALL HEADER DETAIL (2) 2x4 TOP PLATE SIMPSON LSTA12 @ 24" STAGGERED (FOR SHORT SPAN PRO~DE 2 STRAPS ON EACH END MIN.) >1c ft:;? t: ~ ~(2) 2x HEADER WI ~" 2 x 4 FRAME - - PLYWOOD FLITCH WALL HEADER DETAIL ~ ~ $ J$ 1IO ~ o _ ) a> ....., ) C '" CD ~-;; J CD )0 o c- ~::c WALL HEADER DETAILS SCALE: N.T.S. -=- I 1 '\ , 52 J --=- SIMPSON H5 AT EACH JOINT TYP. ! \pREF AB CHIMNEY CAP FLASHING ~ ~ 2.x4" BLOCKING (SEE MANUF. / SPECS. FOR MINIMUM DISTANCE) ~ - - -1f~ ~EXlIRIOR FINISH ....PREFAB CHIMNEY ,-V (,;::- ~ J \v \\ )) "::;,-- A TTACH BLOCKING ~ TO TRUSSES W / SIMPSON SLOPE A34 ANGLE TYPICAL - /~ >- ~~ zZ ~- ~F~~ 0:: Cl = wI- ~ 'f ~8 a:: GALV. METAL I- 1rJ 5:0... b FLASHIN\ . I b~b ...... J 0::- ~~~~ij CRICKET~~ / GAL V. MTL flASHING ~ ~TRUSS TOP CHORD ~ PSON MTS12 @ EA. CORNER ~OUBLE 2.x4. BLOCKING ~ /t ~ ~CKEL cr~" I ',q. ~ I- -- , - BLOCKING @ MID POINT wriEN CHIMNEY EXCEEDS 6'-0. IN HEIGHT ~1/2. SHEA1111NG OR O.S.B. I.... -2.x4. SllJDS ~ 16. O,C. MAX. ~ ~MPSON MTS12 @ EA. CORNER PRE-ENGINEERED WOOD mUSSES ~REF AB CHIMNEY ASSEMBLY A ~2.X4. @ 16. O.C. MAX. /2.X4. BLOCKING TYP. - ~ SECTION lA-AI SCALE: 3/4":1'-0' TYPICAL CI-iIMEY DET AILSI SCALE: N.T.S. \ F \ 52 J I /:SIMPSON HUSC48 CONCEALED FLANGE HANGER W/ (6) 10d INTO BEAM & (6) 3/16" X 1 3/4" TAPCONS ~l.-' (2) 2 X 8 BEAM/" 10d NAILS @ 6n A O.C. STAGGERED! TRANSOM-- ~I 0 MoM FRAMING ~ ~ V\I V\I RFY .. '-- f- ~ ~ LpLYWOOD o { E \ (SHEA ll-iING f- \?V :8 \. ~_. \ ';~~L ~MAIN SPAN ROOF TRUS, = UPUFT CONNECTOR (SEE SCHEDULE) = MOISllJRE BARRIER E:. c ~ -=- E \ 52 I I TRANSOM OPENING 7'-4" AJ.F" PRECAST RECE~S LINTEL (FILLED) -- t B \ f- PLYWOOD SHEA THING NCHOR BOLTS @ 24n O.C. MAX. (MIN. (2) PER BOTTOM PLATE) #5 REBA~ DOOR OPENING MASONRY WALL BELOW-' I-- ^ I SIMPSON HUSC48 (UPLIFT CAP = 1302 Ibs) (GRA VlTY CAP = 1262 Ibs) f-. , rSlMPSDN (C) I SP2 . . ,. 'j . .. .) L INTEL5 AT ENTRY DOOR W/TRANSOM -SIMPSON A35 .- rDD\ \!:V ". ;::r - "^ -~~.......,,, ~..J.......' " ~~ , ~ , ~ " '\~N~~ TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDIllONAL DETAILS 1 - - NOT TO SCALE ~ '''-NAILED INTO TRANSOM FRAMING DOOR JAMB 3-1/4" LONG X 3/16"~ TAPCON. __ INTO BLOCK@ SPACING PER MANUFACTURE la 1X4 P.T. 1" DETAil 1 /2" DRYWAL 1 X 4 F RRING DOOR JAMB W 1/4" X 2-1/t S.D.S. WOOD SCREWS INTO P.T. @ 1t O,C. "-_ 3/16"~ X 3" LONG TAPCONS STAGGERE 1X~ ~~~~G~C1x~-~S~~ I~Jg ~~.SONRY G X 8 P. . 1 - 1 /2" 0 ETA I l ~ z ~ ROOF TRUSS {ABOVE (2:1.4 BLOCKING = ..r ........... ~ I-. :2 ~ ~SlMPSON DTC @ ,,- "'- EA. BLOCKING ~. -r-'~" ~2XS WALL ~ ABOVE ENTRY ~~ ~.O. BLOCK ~~:W/(1) #5 CONT. 1= & FILLED '- ANCHOR BOLT == t... @~ASONRY WALL SIMPSON A35 - 2X4 TOP PLATE OVERLAPPING ~ - "-10d NAILS @ 6" STAGGERED { V~SIMPSON A35 IL .-SIMPSON SPl ;-ANCHOR BOLTS @ SIMPS~ . . _ / 24" O.C. MAX .:: I~:' ..J 2X4 P.T. PLA TE I "- II J. .I. ~ lXS P. T. BOTTO~ PLAIT ~\ I \ LANCHOR BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) " <I,....,. " I.... <I. 4:' " ....... .~ \ 2xa P.T. BOTT+ P~ fQ\ I \ I ~ L~CHOR BOLTS @ 24. O.C. MAX. (MIN. (2) PER BOTTOM PLAIT) , RECESS rLlNTEL / ft '. <I.':'" ,~:, ' <I, . ~ <I 4<1' lfi 3/16" x 3 -1/2" TAPCON -~ "/. , ~ 2 1 /4" 0 ET A I l c -SIMPSON A35 r?IMPSON I SP2 "L :! 3" DETAil 1 X 4 FURRING 1/2" DRYWALL l DOOR JAMB W 1/4" X 4-1/2" S.D.S. 12" o.C.. 10d @ 12" O.C. 1 4 ... 'f 2X2X8 P.T. WlTH 3/16"~ X 3" LONG TAPCONS - L STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 2X8 3-1 /4" DETAil BUILDOUT @ OvER SIZE DOOR~ WINDOW ROUGH OPENINGS { CC \ NOT TO SCALE \.!:V ;-:!tr-;.T~~.......~ " ...~-" ~ " ~~" '~", TRANSOM FRAMING \'~~ "- I.?SEE SEC1l0N AA/S1 AND '\~v BB/Sl FOR ADDITIONAL .\' DETAILS '~ ~ .-SIMPSON SP1 1\ NAILED INTO I LTRANSOM FRAMING - - ,... RECESS /LlNTEL / '~ /' Ij;IMPSON AJ5 ~ !I ,<I . 2 x 8 P.T. BUCK-CONNECT TO BLOCK I wi 3/16n x 3 1/4. TAPCON ( 1 1 14. MIN. EMBEDMENT INTO BLK.) i" MAX. -- SOLID BLKG. AT TOP BTWt'l. ARCH BLKG. & BUCK ~ I 'I A -.-. SECTION A-A 2' A' 8' - / \ 1 t 3/16", 3" TAPeONS · ~ '\ V LEAVE A CUT OUT IN O.S.B. ~ _ f--ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x a 45' DIAGONAL \.~ ..,~ Br~~c~T wEJ;.. (~~CrOd _, NAILS AT EA. tND 1-1- ~ PRO"DE TAPCON WITHIN 4n MIN. OF BRACE 1 X 4 FURRING/ ~ BLOCK HEADE~ I:>< ;if ~~ AT an O.C. I (4) 10d NAILS INTO / 2 x B BRACEI BLKG. 1/2" DRYWALL: 2 x a 45' DIAGONAL "'" ------- \..- 7/16" OSB BRACE(S) --.. ARCH PANEL >- CUT HOLE IN O.S.B. FOR POLY-CELL IN THIS AREA - --.... ~. (4) 10d NAlLS INTO 2 x 8 BRACEI BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BlWN. OS8 ARCH FACES W (4) 10d NAlLS THRU OSS INTO 2 x a BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT wi 8d NAILS / / :/ INSTALL WOW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS / START OF ARC 4' MAX. RAD. ARCH DETAil NOT TO SCALE (;;;\, \::V' PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCr WITHIN 6. MIN. OF START OF ARCH BLOCK HEADER-[\. 1 X 4 FURRING "-.. "- 8d NAILS @ 8. O.C. AT BUCK--......... ~ PROVIDE 2 x B DIAG. BRACE ~ BlWN. VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" ~ 2 x B VERT.~ BRACE(S) \ ~ ~ \ 7/16. OSB BUILT UP PlWD. BUCK '- _ -..LARCH PANEL SCRIBE (NOTCH) BACKSIDE TO '- FIT ARCH CONNECT wi 8d NAILS / / / o .-SIMPSON A35 ...........--10d NAILS @ 4" I~ ~ STAGGERED '..r J b PLYWOOD FASTENED TO TRUSSES Wl111 8d COMMON WIRE NAILS @ 4. O/C BOUNDARIES 6. O/C EDGES & a. O/C FIELD / :{ . ~ON A35 C" :J,-GIRDER TRUSS NOTCH LINTEL 'M1ERE REQUIRED FOR CONCRETE PLACEMENT " ,.J, ,'~ ',' ~. ,~" ,'T' . ~~Om-~T BLOCKl '"I., :;J..:~r / Y'~I.' - -,= 1-2'x BUILT-UP COLUMN ....-- SIMPSON HTT16 TYP. ~ 5/8"0 THRU ~~ !'2X TOP PLATE - :::.. - BOLT -:::: . .. . : t. : STD. 90' HOOK r FILL CELL,\ BOND BEAM \ CONT #5 B~R 1 \' '.1 I ~ +- ~ ~ :-1 II STD. 90' : ,.., I HOOK", :,1 I I I I I I'~ :..;,s"" ....... '" " ..., . ,"', :. "'~. . .. . -' '" ~ ':', ..,: '.. "'..': '-: ," ] .. ." . ,,4, ....' .' '". :',..~ ," '" { : WI . STD. 90. HOOK} ., I PRECAST LINTEL wi (1) #5 CONT. IN OPENINGS GREATER THAN 6'_0" WIDE ill, ..... o 0 o 0 : 0: 0 ~8-16d NAILS o 00 ~ o 0 o 0 5/8n~x8""l BOLT OR 5/8"!/) HIUl KIMK BOLT II , ~~WI MIN. B" EMBEDMENT ~.. .....~.I- ~, I ~'rVi: ~,. \~ ~:':f' I I ~ CONT. #5 BARI I I . ~I .r ' I I I I I . I 1 '<1 SIMPSON HTT16 J TYP. i'-- 2 X B.U,C I I I I' ......-FILLED CELL wi (1) #5 YERllCAL~ .........- SEE FDN. PLAN FOR LOCA TlONII ".. .... :"t p III ,. .::J 1 1 1 \1 I #fo 1B~JE~~0~0~8U~~tJION ~ I OPENING I II ... T'YPICAL I-iTTlb TO ~ BUILT -UP COLUMN DET AIL{ R , , 52.J ~ ~ (1) SIMPSON LSTA14 ~ ........... @ 24. OIC STAGGERED (TYP.) ~ .' .....-r-- SEE FLOOR PLAN NOTES ~.~'--...../'" \ FOR REQUIRED CONNECllON ~'~ /'-... 2-ROWS 16d NAILS STAGGERED @ ...... './'~. / ..........16. olc EACH FACE OR 3-~0~ ~ .. ~6d N'A:ILS STAGGERED@16 0 C 16d NAILS @ ~ ,r ~ . ~ FOR 2"x10" OR GREATER HEAD R 16. OIC TYP. '" ~~ \ ~............... EACH PLY ~ ~ . (1\ \: \ \..... DOUBLE HEADER W/1/2. ~ FLITCH PLATE U.N.O. 1\ _~61)j#E~Nf'A~~N9oAS HEADER wi (2) 16d @ 16" OIC UNLESS NOTED OTHERWISE NOTES: CD FILL UNTEL AND ALL CELLS ABOVE LINTEL. Q) SEE FLOOR PLAN FOR ADDlTlONAL INFORMATION. @ VERIFY THAT ALL REINFORCEMENT (1) OPENINGS LESS TI1AN OR EQUAL TO 6'-0" HAS BEEN PLACED PROPERLY. IN IMDTI1 DO NOT REQUIRE ADDlTlONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. SIMPSON STRONG ~ TIE HTT1~ { N , , 52 J &GALE: N. T.&. ./ ~ BOND BEAM STEP DETAIL, H \ SCALE: N.T.S. , 52 J TYPICAL FILLED ~ LINTEL ASSEMBL Y{ G \ SCALE: N.T.S. \ 52.J -=- --- SIMPSON STC W/ 3-8d COMMON NAILS \ A /~~I 1/4" MIN. SPACE 2x TOP PLA TE.-/ OTE: 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING ~ CAN BE USED IN LIEU OF SIMPSON --/ _ STC STRAP -./ V 7 2x STUD @ 24" O.C. MAX. / /1iROVlDE HILTI X-CF NAILS OR EQUAL @ 12" O.C. STAGGERED FROM BOT. PLA 11 TO CONCRE11 2x P.T. PLATE--.......... /.~X6 W1.4XW1.4 ~ -............ J OR FIBERMESH , ~ I .k....~ .:..... '-'- ~ - -d- ~ ~ ~~ L --.:.. ~...:..... -j.-,- -t l~ . ." '. '.... r:TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END (24n O.C. MAX) , 7 5~ sn 7 5/~ s" 7 5/~"" s" -- TI -- ~-:r:"EAS--- 0+- c-------g-:~SOUD AREAS =0 ,- ARE STEEL AND 0 = I- ARE STEEL AND / GROUT [J / GROUT INTERIOR WALL fJ' ,- SAW CUT TO 10 1/2. = rSAW CUT TO 10 1/2" . (f- FULL 8x8x16 BLOCK \ ~ I ~J r.;;t 1.. - - ~ ~ - -DOOR OPENING- -IU, tI}+- -DOOR OPENING - - alllt -DOOR OPENING-~ I ~ \ FILL THIS CAVITY WITH ~ 1\ FILL THIS CAVITY WITH [~I \ FILL THIS CAVITY Wlll1 EXTERIOR WALilll L GROUT FROM FlNISHED ! \-.- GROUT FROM FINISHED \.- GROUT FROM FINISHED D FLOOR GRADE TO D FLOOR GRADE TO f8J FLOOR GRADE TO LINTEL ABOVE, LINTEL ABOVE. UNTEL ABOVE. __0 ________fi___+___ 0___ 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (1) 2.x4. CRIPPLE FOR OPENINGS 6'-0. OR LESS & (2) 2. X 4. C~IPPLE "'OR OPENING 6 -0. OR GREATER ~ ~L /2-X4. S11JDS TYP. o,o~OOIi' · UPLIFT CONNECllONS-V/,yQ REQUIRED AT LOAD BEARING WALLS tEE PLAN FOR REQUIRED CONNECllONS '" ~ BOT. PLA"IE LOAD BEARING/EXTERIOR ~ WALL I-4EADER DETAIL (Q' SCALE: N.T.S, \.. 52 I --=-- TYPICAL fNTER10R NON-BEARING WALL DET AILI J \ SCALE: N.lS. \ 52 I MASONRY LA your SCALE: N.T.S. , D \ \!:V ~ I REFER TO PAGE SDW1 FOR ADDITlONAL INFORMATION. WlDTI1 OF OPENING VARIES 1/2nX9 1/2. Pl YWOO SCRAP MATERIAL " FO!~M CONCRETE INSET TO lA.' r / CREATE A SOUD BASE FOR BLOCK !I WALL ABOVE IREFER TO PAGE SDW2 FOR IADDITIONAL INFORMATION BY MANUFACTURER. ~ T'YPICAL SECTION THRU WINDOW ( E3 " SCALE: N.T.S. ~r --.J --.J <: . a:: :::'5! o \'--FORM CREATES CONCRETE RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x4 (NOM) KEEP STlFFENER BACK FROM SIDES ENOUGH , TO ALLOW SPACE FOR FLAT MASONS TOOLS T"r'PICAL GARAGE DOOR TRACK MOUNTING PET AIL &GALE: N.T.S. rK\ \!:V GARAGE DOOR \ RACK MOUNTlNG BRACKET -SIMPSON SIMPSON l A35 SP2 ::: 1: 2X4 STUDS @ 24n a.c. l'-1 ')' 0" A A A A Y Y 1 /2" ~NCHOR BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTIOj }; ~ARAGE DOOR TRACK "'\ \ ~ ~~ I ~ ~ ~ ~~ . t, . .. '.' ',' ," ""," /.... .:"'.. :-~~.. ~. .. "~'" ~ .. .': ''''.. :.~. ....... ~~ ,';.. ::, -,:: ~.~ POURED CONCRETE BASE FOR l ~~~~~ ~~kLGA~~8~s5bgR -l BOTTOM "OF MOUNTlNG BASE AND WATER SHED FORWARD TO BE 2 ABOVE FINISHED THIS DRAWING. GARAGE FLOOR. 2x6 MOUNTING BASE ~'B'16 C.M.U. <>,:':r GARAGE FLOOR GARAGE D08R ROLLER CONNECTl N ASSEMBLY TRtt~kG~rw86WN OF (TI1IS IS A RECOMENDATlON FOR CONSTRUCTlON OF n.ns FORM. ANY MATERIAL OR CONSTRUCTION ME1110D MAY BE USED PROVIDED END PRODUCT MEETS TI1E SHAPE AND DIMENSIONS OF TI1IS DRAWlNG.) UPSET WOOD BEAM r (SEE PLAN FOR SIZE) ! ! l~ SIMSPON META 16 I I !! ~ / GARAGE ENTRY FORM DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION I II _?X4 P. T. /;: PLATE ...~ TRANSOM OPENING ~ , , \ I U LSIMPSON, A35 I PARTIAL INTERIOR ELEvATION SCALE: N.T.S. I 7'-4" A.F.~. PRECASJ REC~\SS LINTEL \ FILLED ) #5 REB AR..... --...., DOOR OPENING MOUNTING BA6E DETAIL SCALE: N.T.S. o SAMUEL A. GRl:ENBERG, P E. t:3424& D Tl-lUY l-l. l-lUYNl-l, P.E. #60122 o IRWIN J. BENSON, P.E. .4~lS8 o ALl ABBAS l-lAKIM, P.E. liSb18b MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL BELOW . . . . . ~:..'>::.. ',~ ,._~;." I I .,' ',' .:..' , . ',.: ..;. . / SEA T FOR BLOCK IS ......... POURED IN PLACE CONCRETE~ , GARAGE FLOOR SLAB \ ~~~~~~AtHNOTES SLOPE FORWARD FOR DRAINAGE c. ..... ~u~~..", · DIMENSIONS o FRAMING DETAILS ~ ABovE ENTRY I FF , NOT TO SCALE ~ I I SIMPSON META16 (UPLIFT CAP = 1500 LBS) LINTELS AT ENTRY DOOR W/TRAN50M .' NOT TO SCALE r&\ \!V TO THE SE5T OF Tf-tE ENGINEER'5 KNOUJLEDGE Ar>.IO BELIEF, Tf-tE &TRUCTURAL PLAN& AND 5PECIFICATION& COMPLY WITI-I TI-IE FLORIDA 6UILDING CODE, OECTION l~~~ FOR 12~ MPI-I3 5ECOND GUOT, EXP05URE '6' UJIND ZONE (2001 EDITION), TI-I15 DRAWING AND DE51GN 15 VALID FOR 12 MONTI-I5 AFTER TI-IE DATE IT 15 51GNED AND OEALED. SiGNED AND 6EALED FOR TI-IE 5TRUCTURAL PORTION OF TI-IIS DRAWING ONL Y. 2 x B BUCK - CONNECT TO BLOCK WITH SECTION ,.--3/16. x 3 1/4n TAPCON (1 1/4n MIN. EMBEDMENT INTO BLK')I~ -- B-B rl" MAX. 2'-0' 8' -r4 ~ ~ t SOLID BLKG. AT TOP '1 \'" l BlWN. ARCH BLKG. & BUCK I ~ '" 1 I I : - TAPCON AT EA. SIDE V BUCK - (1) WITHIN LEAVE A CUT OUT IN O.S.B. / ./ < 4. MIN. OF START ON THE INSIDE TO ALLOW FOR~ ~~ OF ARCH INSULATION TO BE INSTALLED - ~~ r "'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) ~ BlWN. OSB ARCH FACES wi (4) 10d NAILS THRU OSB INTO 2 x 8 GARAGE ENTRY FINISI-4ED r- MASONR'Y DETAIL f P \ SCALE: N.T.S. \& 2 x B VERT. WI (2) 10d NAILS AT EA. END r D E DAN5CO ENGINEERING, FA. P.o. eox 3400 - APOLLO 6EACH - FLORIDA - 33&12 R-IONE - (&13) 645 12'>166 FAX - (&13) 645 9b~ E6 At:.t""" tf\THESE DRA'MNGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, PA. AND THE ~ ~ ~CUENT ON THIS PRO.ECT. ANY REPROOUCTlON OR UNAUTHORIZED USE IS PROHIBllED, - 2003 " ill REVISED 08-15-03 ill CREATED 01-02-02 120 MPH 3 SEC. GUST &EAL."\ eCAJ..E NOTED DATE 12/12/02 LENNAR ~OME5 &TART C4= ARC 4' MAX RAI), DRAUN B.V. N:/BLOCKS/STD 2001 INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS TAMPA DIYI61~ I EQUAL ~ \!V EQUAL J 1 ARCH DETAil NOT TO 5cALE 5ECTION5, DET AIL5, NOTE5 ~ ../ DE JOB NO. PM - 5021 62 "- /8ACKNAIL wi (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEAl11lNG DETAIL .IN\> / r2"X4" OUTLOOKER @ 24" O.C. / / (OPTIONAL - SEE ELEVATIONS) ~ A'r'.". DIJ ~/ / /: ~ \ SIMPSON H10 OR EQUAL ~ / @ EA. OUTLOOKER TOP CORD BlOCKIN FOR FIRST FOUR ROWS - / ~ DOUBLE TOP PLA TE OF TRUSSES " me S OF SHEA 1l11NG TYPICAL II" " / / 74" MAX. 2"x4" CROSS BRACE 7 /8" srucco FINISH PER ASTht C. 926 SI ~PSON LSTA12 @ EA. S 0 ~ AT RIDGE FASTENED APPLY 3 LAYERS W/ TOTAL THICKNESS 7 /8" lv<~ AT EACH :OINT WI OVER METAL LATH. flRST 2 }AYERS 3/8" ---I--..... ~ (2) 10dx3 THICK EACH. 3RD LAYER 1/8 THICK. ~ ~X6 FRAMED WALL - SEE WALL SECllON FOR SPACING /' ~ .......-1/2" CDX PLYWOOD OR 7/16" 2"x4" PANEL BLO( KING @ 48" O.C. ,-- OSS SHEATHING ATTACHED W!10d FOR l11E FIRST (4 ROWS OF TRUSSES . ~ NAILS @ 6" O.C. EDGES AND 12" O.C. FROM EA. END fyl>. TOP & BOTTOM FIELD ATTACHED WI (2) l~ld TOENAILS ~(2) 16d NAILS q]p . "'" '! 2"x4" BLOCKING W ~ DIJ I I I I X. 5/8" OR 1/2" CEILING DENSE~ GYPSUM WALL BOARD FASTENED IMlli 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WIlli ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4" olC TYPICAL 7/8" srucco FINISH PER ASTht C. 926 APPL Y 3 LAYERS W / TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 }AYERS 3/8" THICK EACH. 3RD LAYER 1/8 THICK. I ~SIMPSONC HlO OR EQUAL I @ EA. UTLOOKER I 24' MAX. I~ /L" BRACE TO EXTEND AT LEAST I 90% OF WEB LENGlli (SEE TABLE) 2"x6. P.T. SILLl : I ~ABLE TRUSS I / 1/2" CDX PLYWOOD OR 7/16. OSB ~ I ~ SHEATHING ATTACHED W!10d NAilS @ 6" O.C. I EDGES AND 12" O.C. FIELD \ 10dx3.@ 3" olC THROUGH ~ . I /CHORD INTO 2.x6" P.T. PLATE I t4 I.' I / I ~ I i! I '1'\.') '" V ' 2"x4" "T" ON TOP OF PANEL / ~J I~' "~, BLOCKING, FASTEN IMrHJ \., ~~: 10dx3" @ 4" OIC 1 II MOISTURE BARRIER 5/8. OR 1/2" CEILING DENSE !'LL GYPSUM WALL BOARD FASTENED /~rr SIM~SO~ META20 OR EQUAL IMlli 8d COOLER NAILS OR 1 1/4" LONG @ 4 -0 O.C. TYPICAL DRYWALL SCREWS COMPL YlNG IMlli ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4" O/C TYPICAL SEE STRUCTURAL NOTES AND NAILING \ SCHEDULE FOR SHEATI1ING DETAIL + ~~ ~ , I II ~~, II j TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES@ EDGES Ov~F S~HEATHIING 1YPICAL 2"x4" CROSS BRACE I AT RIDGE FASTENED ,J AT EACH JOINT W! ...... (2) 10dx3" / TOENAIL WI (2) 16d NAILS / r2"x4" OU1l00KER @ 24" O.C. t4 . "f.' y 1~ ,~</~v f ~ "- 2~'-~' MAX .X. BRACE SEE \ 1 DET. J/S3 \ I 2~'-~' MAX .., /~ONllNUOUS BonOM COR BRACING / ~.X4" MIN. (SEE DETAIL M S3) END JACK .. ~< I (j UJ (j UJ 11'-~' MAX. (2) 16d PER JOINT o :z w a... s: '" / ~--:' ,x - ~ ~:::iE -......., o :z w ~~~ ~:;:,E1== ~ I ~ ~ I ~ ~ I ~ ~ , ~ ~ , ~ ~x . ::~~ ",:::iE I- .. ..... ~MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCA llONS) '" '" "" ~--:' .x - ~ ~:::iE --- ---- II~ .. ---- >< ____w -.J CD ~ <.:> cr: w o cr: <:5 a.. I ~~ '4r Of- CORNER JAC!,.. i I~ u ,,~.. 2"x4" PANEL BLOCKING @ 48" O.C. FOR lliE FIRST 8'-0" OF END WALL FROM EA. END TYP. BOTTOM CORD ATTACHED WI (2) 16-d TOf~AILS .. / / II ~1 , ~] ~--:' ,x - ~ ~:::iE --- ---- ---- \ 2"x4" "j ON TOP OF PANEL .A _. "-BLOCKING, FASTEN IMlli 1__, 10dx3" @ 4" OIC ONllNUOUS BonOM CORD BRACING 1"x4. MIN. b( ./~ (j w r--- .. .. ..~ , (j w - ~ NOTE: 1) SEE TRUSS MANUFACllJRER'S TRUSS ENGINEERING CUT SHEETS FOR ADDlllONAL PERMANENT BRACING iliA T MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVlDED IT EXTENDS OVER AT LEAST 90% OF iliE WEB. ~TOP & BonOM CORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES - 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) CR055 BRACING DETAIL SCALE: N.T.S. J J \ , 53 J UPLIFT CONNECTfON5 - HfP FRAMfNG SCALE: N.T.S. 0l 53 r 1/2.~ ANCHOR BOLT @ 48. O.C. MINIMUM 6" FROM PLATE SPLICES wi 3/16.x2"0 PLATE WASHER SECTrON SCALE: N.T.S. -=-- J l' , 53 I -==- REQUIRED MINIMUM PERMANENT TRU55 BRACING PLAN I L' AS PER HIB 91 SCALE: N.T.S. \.!:V' * USE SIMPSON META20 (OR BETTER) CONNECTORS (OR EQUAL) @ MASONRY OR SIMPSON H10 (OR EQUAL) CONNECTORS @ FRAME WALLS & SIMPSON H5 @ HIP JACK TO FRAME WALLS. SECTfON SEE STRUCl1JRAL NOTES AND NAiliNG SCHEDULE FOR SHEAl11lNG DETAIL \ (BACKNAIL w/ (2) 16d NAILS \' r2.x4" OUTLOOKER @ 24. O/C 7/8" srucco FINISH PER ASTI.l C. 926 fi ~ t4 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8"_______ ,"! Jd;f.~~, OVER METAL LATH. FIRST} LAYERS 3/8" ------------ ...... I THICK EACH. 3RD LAYER 1 8 THICK. TOP OR B~KING FOR FlRST FOU R I IMPSON H10 OR EQUAL OF muss S EDGES OF SHEATHING TYPICAL I @ EA. OU1l00KER 2"x4" CROSS BRACE I. I AT RIDGE FASTENED 4 MAX;} AT EACH JOINT W! I r"L" BRACE TO EXTEND AT LEAST (2) 10dx3" - } 90% OF WEB LENGTI1 (SEE TABLE) I ~ABLE TRUSS I / 1/2" COX PLYWOOD OR 7/16" I /OS8 SHEATHING ATTACHED W!10d NAilS @ 6" O.C. EDGES AND 12" O.C. I FIELD I ~(2) 16d NAILS /~SIMPSON HGA10 @ 36" O.C. L. 2.x4" "T" ON TOP OF PANEL I I''=. 7'qp-'BLOCKING, FASTEN IMlli W 10dx3" @ 4" olC l1JD WALL (SEE TYP. SEC.) ~o,. . " I. " .1 I 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C.~ "Lit BRACE 11 /I 16d ATTACHED wi 10d NAILS _ y( _ @ 4" O,C. TYPICAL .J. 1 I V -----=:::: l\ ........ ./ ./ .......... GABLE TRUSS WEs-I DOUBLE 'L' BRACING DETAIL SCALE: N.T.S. ~ NAIL n lJ il ....;... N~, . (s.) PRE -ENGINEERE~ ' WOOD TRUSSES \ OVERLAP TRl..Iee BRACING AT LEAST l'NO TRUSS SPACES I I 5 \ \ 53 I ~ ,,-. ~ -1 ~L Zr (2) 2. x 4" LAMINA TlONS WI (1) ROW OF STAGGERED 10d COMMON IMRE NAILS (D = 0.148", L = 3") OR EQUAL -~~ (s.) J<': ~ fr (3) 2" x 4. LAMINATlONS WI (1) ROW OF STAGGERED 30d COMMON WIRE NAILS (D = 0.207", L = 4 1/2") OR EQUAL 2"x4" PANEL LOCKING @ 48 FOR l11E FIRST (4) ROWS OF TRU FROM EA. END TYP. TOP & BOTTO ATTACH~DI i/ (2) 16-d TOEYILS f DGI I I I ~ 5/8" OR ;/2" CEILING DENSE~ GYPSUM WALL BOARD FASTENED Willi 8d COOLER NAILS OR 1 1/4" LONG - DRYWALL SCREWS COMPL YlNG IMlli ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4. O/C TYPICAL ~ I~'N'MUM (2) 16d PER JOIN> . r ~INIMUM 2"x4. TRUSS BRACING ~o,. SIMPSON SP2 @ EACH Sl1JD -- 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C.--(~- "Lit BRACE } I ~ 16d ATTACHED wi 10d NAILS .- i~ @ 4" O,C, TyprCAL~.fX"fi ./ ........ GABLE TRUSS WEB-' NAIL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF lliE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4 OF TI1E llilCKNESS OF lliE LAST LAMINA TlON 3) EACH 30d COMMON NAIL MAY BE REPLACED WI (2) 16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) 4) FOR 4-PL Y, PROVIDE 1/4. DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PL Y) 5) FOR 5-PL Y, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PL Y) 6) REFER TO NOS SECTlON 15.3 FOR AODITlONAL INFORMA TlON TRU65 BRACING OVERLAP DETAIL SCALE: N.T.S. ..==. I M' , 53 J DBL. S.P.F.TOP PLATE 61NGLE 'LI BRACING DETAIL SCALE: N.T.S. - (6 , \V' --==- TYPICAL NAILING 6Cl-tEDULE6 FOR BUILT -UP COLUMN5 (8 \ SCALE: N.T.S. S3 r SECTION SCALE: N.T.S. / , 4 \ 53 r ~ ~V 7~~~ ~II "," ABLE TRUSS ~ I (TOENAIL wi (2) 16d NAILS 10dx3. OIC @ 6" Olc TYPICAL rf" 4" OU1l00KER @ 24" O.C. ! WI (2) 10d PER JOINT , t4 ~". RUNNERS I (;\ ~ ~~ '~ ~ ~V 12 ~~Jifl ~ 1/ ,.- I ABLE TRUSS --=-'" ~ .L" BRACE W/10d @ 4. O.C. (SEE SCHEDULE FOR SIZE ....... ND LOCA TlON) ~ ~ ~ I~ "L. BRACE W!lOd @ 4" O!C (SEE SCHEDULE FOR SIZE AND LOCATION) IL I 6RACING REQUlREtwtENT8 _ L.-.. I I 12" MAX. I I I -4'- '~ .. .. .. .. "l" . .. .. .... ... '\ .... ::r" . .. .. .. ":r" . .. . .. . "l" .. .. . .... ............ .......... 'l' .. . .. " . "T' .. . .. . .... ............ .."...." '1" . " . ........... ............ ..... ..... ............ ............ ............ ........... ............ ............ ............ ............ ........... ..... .............. ...... ...... 10.. ...... ........ ............ .......... .......... 10............ ...................... ................ IO...... ........................ ............ IO.... 10.... ........................ ...................... ........................ .................. 10.... ............ .. .. .. .. .. .. .. .. .. .... ..................... ............ .......... ............ 10 .. .. .. .... ........................ ........................ ...................... ........................ ........................ ....................... ........................ ...................... ............ I ~ h ~ ~ ~ I I ~ ~ ~II ~ ....... ~~ '~ STUD NO (1) 2"x4" (2) 2.x4" (2) 2.x6" SPACING "L. BRACE .L" BRACE "L. I3RACE .L. BRACE 16" 0'0. - 4'-5" 4'-5. - 8'-0. 8'-0" .- 12'-0. 12'-0" - 16'-0" 24" 0'-0. - 4'-0. 4'-0" - 7'-0" 7'-0" - 10'-0. 10'-0" - 14'-0. SCISSOR GABLE - (1) 2"x8" #2 S.P.F, @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT. @ DIAPHRAGM BLOCKING ~ --~ ~ r r ~ NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. I fi\ ~ ~ fi\ ~ r r r \ ~ II II ~ ~ ~ ~ ~ I ~ ~T~R~~ T~ ~~ ~ H I ~l ~f\ H '-STUDS @ 16" O,C~SIMPSON SP2 SIMPSON HGA10 @ EACH SnJO ALTERNATE NON-DROP GABLE END DETAIL SCALE: N.T.S. II n II ~ONT. IIBEARING II II II II II II II GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFlCAllON SCALE: N.T.5. GABLE END BRACING DETAIL MEAN WALL HElGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFlCATION SCALE: N.T.S. D SAMUEL A. GREENBERG, F.E. #34245 D T~U'T' ~. ~U'rN~, F.E. ~0122 D IRWIN J. BENSON, F.E. .4~158 D All ABBAS ~AKIM, F.E. ~~18~ a.. x >- .a .:.: <D cD "CI o - ~ -< ~ ~ "I~ 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCA 1l0N ATTACHED wi 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOnOM OF 1l1E BOTTOM CORD) SEE STRUCTURAL NOTES AND NAILING \ SCHEDULE FOR SHEA THING DETAIL 4 t4 DQ' . I II II TOP CORD BLOCKJNG FOR FIRST FOUR RO OF lRUSSES r EDGES OF SHEAlHl lmCAL 2"x4' CROSS BRACE AT RIDGE FASTENED AT EACH JOINT WI II (2) 1Odx3" J. DI ,I ~YPSUM WALL BOARD~ 2.x4" LEDGE CHORD SLO SCI SSOR 2"x4" PANEL BLOCKING @ 48. O.C. FOR lliE FIRST (4) ROWS OF TRUSSES 7f: FROM EA. END TYP. BOTTOM CORD ~ l~:!:: ATTACHED WI (2) 16-d TOENAILS L- 2.x6" P.T. SILL....! / I I 1/2"~ ANCHOR BOLT @ 48. O.C.J Ll '-ri " ~~ y (BACKNAIL WI (2) 16d NAILS r2.X4" OUTLOOKER @ 24. O.C. .' , t4 )75+ :t 1 "-SIMPSON H2.S OR EQUAL f @ EA. OU1l00KER I ~2X4 CONT"L. BRACE FASTENED wi ) /' (2) 10d 3"@ 24" O/C. CMID HEIGHT V / i ~::~:~~:~~;~: (;:~~~~~) ~ I ./}~%S~~D~iR 1M: ~LO~~ING j 1\,/ . . . KJ I "rGABLE TRUSS / : r .........-!/2. COX PLYWOOD OR 7/16. OSS (MATCH BOTTO~ V SHEATHING ATTACHED W!1Od NAilS @ 6' O.C. OF ADJACENT I EDGES AND 12" O.C. FIELD SS) ~ GABLE TRUSS TRUSS VERTICAL ill REVISED 08-15-03 ffi CREATED 01-02-02 TO THE eEeT OF Tf.4E EN6INEER1e KNOJ.JLEti6E AND eELIEF, Tf.4E $TRUCTURAL PLAN$ AND $PECIFICATION$ COMPLY WITl-i Tf.4E FLORIDA 6UILDING CODE, $ECTION 1~~~ FOR 12~ MPI-l3 $ECOND GUOT, EXPOOURE '6' WIND ZONE (2~01 EDITION). Tf.4I$ DRAWING AND DEelGN Ie VALID FOR 12 MONTI-IO AFTER Tf.4E DATE IT Ie elGNED AND OEALED. efGNED AND 6EALED FOR Tf.4E eTRucruRAL PORTION OF Tf.4re DRAWING ONLY. ~ ..... ~ 12 ~~ ::::::......... rOUBLE TOP PLAIT 7/MAX. ~91~ ~? ~~ ~ SCISSOR TRUSS ... o - ::::- " - --. 2X4 LEDGER ~MPSON LSTA12 1"\'P. ~~ ~ ;:::: _____ _____ r': ----- :::::==: ~> to- ~~ - ~1~ I ~=-~= =: (2) 2"x8" "L" BRACE FASTENED ~ ~~ WITH (3) 16d PER SIDE ~ DIAPHRAGM BLOCKING -@ 48" OIC -"/ r D AN5CO ENGINEERING, FA. p.o. eox 3~ - APOLLO eEACA-I - FLORIOA - 33&12 ~ - (813) 64& 0166 FAX - (813) 64& ~~ E6 40'" f(\ TIlESE DRA\\1NGS AND DESIGNS ARE TIlE JOINT PROPERTY OF DANSCO ENGINEERING. P,A. AND TIlE ~CUENT ON TIllS PRO..ECT, ANY REPROOVCnON OR UNAUTIlORIZED USE IS PROHIBITED, - 2003 DE " ~ <D cD c> > cD "CI N - ~ ~ , a.. x v--- ---- v--- ---- ----- ----- :::::==: r-c r-. ::----- ~':-' '1 10. I ~COSMETlC DROP CEILING FRAMING ~ 5CI550R GABLE UT' BRACE "CI ... ca .:.: o ca a.. . - - cD 31: cD x OISTURE BARRIER AS PER HIB 91 I SCALE: N.T,S. , 1 53 120 MPH 3 SEC. GUST - cD ~ c a <D cD o 0- X WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0. - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFlCATION SCALE: N.T.S. SECTfON SIMPSON HETA20 OR EQUAL @ 6'-0" O.C. TYPICAL ALTERNATE SIMPSON LSTA18 STRAIGHT STRAP @ 4'-0" Olc ALIGNED IMlli GABLE WEB. ATTACH TO TRUSS W/7-10dx1 AND TO MASONRY WI (3) 3/16.x 2 1/4" TAPCONS. ~ - TUDS @ 16" a.c. SCI550R TRU55 WI DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE S1RUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: NT5 1/2. 6EAL~ \ 8CAL.E NOTED DATE II.l/02 TRUee 6RACING DET AILe AND NOTEe LENNAR ~OMEe TAMPA Dlvl610N DRAU.N B.V. N:/BLOCKS/STD 2001 CSI CSI cg SCALE: N.T.S. / 2 \ , 53 I --==- "- \... DE Joe NO. PM - 5021 63 ..I FIGURE 1: FLASHING INSTALLATION ASPHAL T SEALANT: EXTEND MIN, OF 68 OUTSIDE OF FLASHING 'viALL SHEATHING ~ RICKET AS SPECIFIED BY PLAN FLASHING INSTALLATION VHERE ROOF MEETS VERTICAL VALL GAL V, MTL. ILl FLASHING OOF SHINGLES ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL V ALLEY LOCA TIONS) 6' X 18' H GALV, FLASHING CONT, ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6' ABOVE VERTICAL RISE OF FLASHING AT KNEEV ALL VERTICAL VALL AT ENTRY TEXTUREDi PAINTED EXTER, VRLL FINISH 6' X 18' H GALV. FLASHING CoNT. PLASTER STOP. ROOF SHINGLES L:I :z I V) <l: -.J LL ,....: l::l!: W > ~ 92 SEALANT ELASl-4INGJ ~ OOFING FELT NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL 'v/ ALL INTERSECTIONS 'v/ITH ROOF V ALLEYS 8x ROOF CRICKETS, FfGURE 2: WALL FINISl-4 ELASl-4ING I2ETAIL AT CRICKET/KNEEWALL INTEBQECTION FILEREF: (SD4)KNGSTN,FLSHDET ISD (NO SCALE) , , Q.. , :x: I >- , .a , 6' HIGH DIVERTER FLASHING TEXTURED) PAINTED EXTERIOR \./ ALL FINISH HOLD EXTERIOR FINISH 28 ABOVE ROOF FLASHING PROPER INSTALLATION MAX. 8" . #5 REBAR (TYP,) . STD. 90' HOOK (TYP.) SEAL NT LI AIL SHINGLES V I 11 DR 12 GAUGE ROOFING NAILS, 3/8' MIN HEADS, 6 PER SHINGLE. CAULKING . NOTCH 'NEB AT THE FIRST 2 COURSES "\)e<"...\Z 9-.00\ FILLED CELL PER FOUNDA TlON PLAN . ~~ ~~ ~~ ~~ ~~ ~~ UNACCEPTABLE INSTALLTION .,; DO NOT DO THIS .,; ; #5 REBAR (TYP,);; .," ," ; ," fTD. 90' HOOK (TYP.) 4 6 TO 12' PER PLAN SPEC'S, ~!lbW olX~er ..... DRILL ,~ 'X!:;' MIN. l-lOLE OET eAR IN EPOXY CAP TO PREVENT LEAKAUE ~X~'EM6EDDED INTO EXI&TING u-eLOCK LINTEL FILL CELL RJLL I-lEI~HT WI NON-&I-IRINK GROUT s'(\,'(I~J~S 0. \"(Ie c.y..e 0;(\ l.\':\ 't.'1-.\e0\"(Ie f \ \/'C: \s o\jef S c.'(l?~ eo.ge,:\/ fJ,' ec.\je,~ o.f~'COI)\ '? ~~I'.1 \ Of. c. (',0 o.f' ",e\J.' '~...1 I)q ~r;.I' \,)se\J.' ~\0.ge ,S NOTE, IF RETROFIT FILLED CELL OR UpLIFr eTRAP CONDITIONe EXCEED (3) PER PROJECT, CONTACT EN~INEER OF RECORD FOR ADDITIONAL IN$TRUCTICN. , ..:.: , CD I eD , "'0 '0 , - ::lI .0< GAL V, 'L' FLASHING TYPICAl, D- i5l ~ 0::: Z o (/) <C ::!: I.J... o W c..:> ~ f-- ::::> c..:> 3: <Co (/) EXI&TING U-6LOCK WI I ~ CONT. ... , 0 .- I I ~~ Sl-4INGLE DETAIL ;; .,; .,; ; OOFING FELT SECTION ecALE, NT& CD PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI - DADE COUNTY, FLORIDA FILLED CELL INSTALLATION SCALE: N.T.S. 4":1: 5AU.JCUT N.T.5. CD I eD II:) .> leD :"'0 ~N .- ~ I~ I , , Q.. : :x: (4) &D& ''4 'x1\/2' PROD\X. T ACCEPT ANGE l* EXPIRATION DATE: FiREHALT 2000 01--0503.03 06 I 14 I 2006 FIREHALT 2000 AR 01-0503.03 06 I 14 I 2006 LANDMARK 30 01-0503.03 06 I 14 I 2006 LANDMARK. 30 AR 01--0503.03 06 I 14 I 2006 LANDMARK 40 01--0503.03 06 I 14 I 2006 LANDMARK 40 AR 01-0503.03 06 I 14 I 2006 3 D E DAN5CO ENCE$INEERINCE$, FA. P.o, eox ~ - APOllO eEACU - FlORIDA - 33512 ~ - (&13) 64& tD166 FAX - (&13) 64& 96~ ee 4attD @niESE DRAWlNGS AND DESIGNS ARE niE JOINT PROPERTY OF DANSCO ENGINEERING, PA. AND niE CUENT ON nilS PRO.I:Cl ANY REPRODUCTION OR UNAU1l10RlZED USE IS PROHIBITED - 2003 ~X~' EMeEDDED INTO EXleTING FOOTING MAUFACTlJRER - G S ROOFING PRODUCTS COMPANY, INC. D SAMUEL A. GREENBERG, PE. ~424& D TI-IUY 1-1. l-IUYNl-I, P.E. ~~0122 D IRWIN J. BENSON, P.E. -4~1&8 D ALl ABBAS l-IAKIM, P.E. ~~18~ UPLIFT CAPACIT'r' . &~ FOR 1 &TRAP · 1f!)CYJ) FOR 2 5 TRAP5 EXleTING POOTINCs I-FlY PRE-ENGINEERED TRJ.Jee I "'0 }... . G3 , ..:.: 'I:) ~C13 , c- . , :- : .... :eD '- i,. leD , :x: FrGURE 3: CO~ET All 51MPeoN l-N~ 5TRAP N.T.5. RETROFIT FILLED CELL DETAIL N.T ,&, TO TI-IE BE$T Of: TI-IE ENG:INEER'e KNOWLEDGE AND BELIEF, TI-IE $TRUCTURAL FLAN$ AND eFECIFICATION$ COMFL Y LUITI-I TI-IE FLORIDA BUILDING: CODE, 5ECTION 16el6 FOR IZel MFH 3 eECOND 6U$T, EXFOOURE '6' WIND ZONE (2001 EDITION). Tl-lle DRAWING: AND DEelG:N Ie vALID !=OR 12 MONTl-le AFTER TI-IE DATE IT 1$ el6NED AND eEALED. elC:sNED AND eEALED FOR TI-IE eTRUCTURAL FORTION OF TI-I15 DRAWING: ONL Y. LENNAR J.40MEe I . ClD I ClD co I . .... ) eD .~ ) C : a )- )CD jeD 10 . Q.. . .,.. FLASHING INSTALLATION 5CALE NOTED DATE 2121/02 T,6MpA DIVl81CN D~ av. N:/BLOCKS/STD 2001 FRAMING CONNeCT lONe ti) eXT. WALLe DE Joa NO. PM - 5021 83.t I REFER TO SECTION 1 A ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION ~J ~J /./ SCISSOR TRUSS '" '''/ ,/./ ," .//.--/ '" ""'./ 24" O.C. ON TOP OF BOTTOM ././ 'A "" CHORD FOR (4) TRUSS SPANS ....v ././ "" '", ATTACHED W/ 2-16d @ EACC ./ ././ /"''' TRUSS JOINT '" , "- ./ f'.. ./ ~ /'" ' 2" x 4" BLOCKING END NAILED r-- W / 2-16d @ 24" O.C. (MAX.) REFER TO SECTION 1 A ON SHEET S3.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION I\.. SCISSOR TRUSS .~ "- " SCISSOR TRUSS f- Z C5 -:> / / / / / / / / / / ~ // / / / / / / 1/4" TO 1 /2" GAP BETWEEN TOP PLATE & TRUSS ~ Q::: ~ o Cl o ~ -.l 0... 0... -< -.l SIMPSON A44 W / 8- 10d @ 48" O.C. 1><1 .-><~ l ~ WOOD FRAME EXT. WALL .. ~ SIMPSON SP2 @ EVERY OTHER STUD lX I I I I:>I< >'< ~ ~~ 2" x 4" BLOCKING (TURNED ( FLAT) NAILED TO TOP PLATE [ W/ 5-10d NAILS r.-; 1/4" TO 1 /2" GAP BETWEEN TOP PLATE & TRUSS -0 ::-- -------- SIMPSON A44 W / 8- '--- ~ 10d @ EACH TRUSS C _ ---- WOOD FRAME EXT. WALL ~- SIMPSON SP2 @ ~ EVERY OTHER STUD .....-- ~ 1/2" NOMINAL PLYWOOD OR O.S.B. NAILED W/ 8d NAILS @ 4" o.e. BOUNDARIES, 6" O.C. ~ EDGES, & 12" O.C. FIELD ~ ~ 2x8 STUDS AT 16" O.C. " ""- 2x8 STUDS AT 16" O.C. Ie-' ~ SIMPSON SP1 @ .-- [\J / / EVERY OTHER STUD (:-:/K.O. BLOCK W/ (1) #5 CONT. & FILLED --< I-- --< Lt ~ = = ~ 1/2" DIA. x 8" "J" BOLT @ = = 48" O.C. W/ 2" DIA. x 3/16" c- - PLATE WASHER (TYPICAL) ,- = - c- = = 1" x 2" P.T. FURRING STRIP ~ WOOD FRAME EXT. WALL ~ SiMPSON SP2 @ ~ EVERY OTHER STUD ~ Lr ~~ 2x8 STUDS AT 16" O.C. ~ x'---- 1/2" NOMINAL PLYWOOD OR .__----'J ~ O;,S.B. NAILED W/ 8d N~ILS @ / "0 4 O.C. BOUNDARIES, 6 O.C. :.: ~ EDGES. & 12" O.C. FIELD H I- SIMPSON SP1 @ :::I, ;;: ~ EVERY OTHER STUD I- c- K.O. BLOCK W / (1) ~ t= #5 CONT. & FILLED f-- - x -< ::::!: .,.. 1/2" NOMINAL PLYWOOD OR O.S.B.--------- l NAILED W / 8d NAILS @ 4" O.C. I tv' BOUNDARIES, 6" o.e. EDGES, YIJ & 12" O.C. FIELD 'b I 'in .......- Iv--- v-- SIMPSON SP 1 @ .-- [\J'----------- EVERY OTHER STUD ~ :, _____v-- K.O. BLOCK w/ (1) _______, #5 CONT. & FILLED -l I-'--- :~:~ - - - - - - - - - - ~~1" - - - - - 1/2" DIA. x 8" "J" BOLT @ 48" O.C. w/ 2" DIA. x 3/16" PLATE WASHER (TYPICAL) MASONRY WALL (DESIGNED AS CANTILEVERED)- - - - - - - - - MASONRY WALL (DESIGNED AS l- I-- l- I-- CANTILEVERED) ___...... ~ I-- I-- I-- I-- I-- l- I-- I- - - - - - - - i-- - - - 1/2" DIA. x 8" "J" BOLT @ 48" O.C. w/ 2" DIA. x 3/16" PLATE WASHER (TYPICAL) - - - - - - - - f-- c- r-~ x 2" P.T. FURRING STRIP c-l,{-V - ,/ "... f-- f-- i-- f-- 1" x 2" P.T. FURRING STRIP ~ 8ft/V MASONRY WALL (DESIGNED AS CANTILEVERED)- I- - I- - I- - I- - Sl{~v NON-BEARING EXT. KNEE-WALL I 6CALE: 3/4' = I'-g' , B \ 55 r NON-BEARING EXT. KNEE-WALL I 6CALE: 3/4' = 1'-e>' , --- C\ 55 J NON-BEARING EXT. KNEE-WALL I 6CALE: 3/4' = 1'-e>' , A \ 5S I x r2X4 OUTLOOKER .@ 24" o.c. f N / , .... ,.." ,/--:::'r- , " /' / r WOOD TRUSSES SIMPSON A34 CONNECTOR ~.:><~~<"", ~2x4 R(,IT RUN BRACING W/4-8d x 1 1\2" INTO BLOCKING~ ~^",,"'~/ AT 24 O.C. ON TOP OF () /" /" S TO",/ " BOTT. CHORD FOR 4 & 2 3 16 x1 3 4 TAPCON IN "" )< TRUSS SPANS ATTACHED PRECAST (NOTE: MAINTAIN MIN. '" / W/ 2 - 16d AT EA. TRUSS 1 7/8" EDGE DIST. ON PRECAST) X "~/ ~ IX JOINT ~ - ~ 2x4 BLOCKING @ 24" o/e '- I- W / 2 - 16d TOENAILS @ EA. 1 \2" HIGH STRENGTH OR 5/8" GYP. ~ ~:"I--- MASONRY WALL WB W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING ~ =I'----ARCHITECTURAL FINISH & 8" o/c WALLS ~ ='- REFER TO SECTION 1 A ON SHEET S3.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION .-SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS WOOD TRUSSES 8d @ 6"0/C jj 2 x 4 BLOCKING W/(2) 10d TOE /NAILS @ EACH END @ 24" O/C (lYP) BRACING W/(3) 10d x 3" @ EACH CONN, @ 24" O/C :\," / X :..; 2 x 4 CROSS BRACE AT RIDGE FASTENED AT EACH JOINT w/ (2) 10d x 3" /450MIN x~ "- X \ ~IX X I ~ ~TOP CORD BLOCKING FOR FIRST FOUR ROWS J ~ ~~~ __ OF TRUSSES@EDGESOFSHEATHINGTYPICAL TOENAIL w/ (2) 16d NAILS 2 x 4 'I" ON TOP OF PANEL ~ II ______...~ BLOCKING, FASTEN WITH .,.....,... I I ~ ~ I I I I I J 10d x 3" @ 4" O/C ~Yr\' , M'j · '~M'I~ "--450MIN ~~ ~ SIMPSON H10 OR EQUAL, @ EA. OUTLOOKER ,\ x ~ INTERIOR HIP VAULT; - 6: 12 SLOPE CENTER AND 3: 12 SLOPE SLIDES. 24' MAX r"l$ II ~1/2" COX PLYWOOD OR 7/16" OSB I", SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. I';l; EDGES AND 12" O.C. FIELD I I ,-GABLE TRUSS :$ I r''L'' BRACE TO EXTEND AT LEAST ~ 90% OF WEB LENGTH (SEE TABLE BELOW) !$ J I .... ~ 10d x 3" @ 3" O/C THROUGH - / CHORD INTO 2" x 6" P.T, PLATE 5/8" OR 1/2" CEILING DENSE- Y ~ ,..-- PLACE SHEATHING GYPSUM WALL BOARD FASTENED . < , FLUSH W/ MASONRY. WITH 8d COOLER NAILS OR 1 1/4" ~' ~:.. LONG DRYWALL SCREWS COMPLYING /'~ "'- MOISTURE BARRIER. WITH ASTM C 1002 FOR FIRST 8'-0" FROM END WALL @ 4" o/c TYPICAL r-I'- USP LTPA @ 48" O/C (TYP.) i- i- 1/2" OIA. BOLT @ 24" O.C, i- MINIMUM 6" FROM PLATE SPLICES w/ 3/16" x 2" DIA. PLATE WASHER END 1001 ,. CEILING _ RIDGE )" x ) '- .0 - . ) , ) O? , . ~..... SIMPSON A34 W/4-8d x 1 1/2" INTO BLOCKING & (2) 3/16" DIA. x 1 3/4" TAPCONS INTO BOND BEAM.(1 7/8" EDGE DIST MIN.) \ ::11"> / ., ___2 x 4 @ 24" O.C, 2 x 4 NON-STRUCTURAL FRAME KNEEWALL ~2 x 4 P.T, ~ MOISTURE BARRIER ~ ""- BOND BEAM ~ MASONRY WALL ~ 4.2R INSULATION 2 x 4 PANEL BLOCKING @ 48" O.C. --1 ATTACHED W/ (2) 16d TOENAILS INTO BOTTOM CHORD, ~ 2 x 6 P.T. ~; SILL EXT. WALL CONN. 1il NON - LOAD BEARING LOCATION ~ REFER TO DETAIL A/51 FOR MORE INFO. 6CALE: 3/4' = 1'-e>' , ~ a. ) x . . >- I ..0 I ~ . CD . CD . '0 . 0 . - ) ~ . -< D \ 55 I IL I BRACING REQUIREMENT€> - >>~ I , ~ - CD ) CD ) c> . > I CD . '0 EN ~ EXT. WALL CONN. 1il NON - LOAD BEARING LOCATION I REFER TO DETAIL A/61 FOR MORE INFO. N.T.5. , AL T. E \ 65 1 STUD NO (1) 2nx4n (2) 2nx4n (2) 2nx6n SPACING nLn BRACE "Ln BRACE ''L'' BRACE nLn BRACE 1617 0'017 - 4'-517 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0" 2417 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-017 - 10'-0" 10'-017 - 14'-0" SCISSOR GABLE - (1) 2"xS" #2 S,P.F. @ EACH VERTICAL AND (2) 2"xS" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "l" BRACE MUST EXTEND AT LEAST 90% OF WEB lENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" o/e, D SAMUEL A. GREENBERG, FE. ~4245 D T~UY~. ~UYNH FE. ~0122 D IRWIN J. BENSON, F.E. '4~158 D All ABBAS ~AKIM, FE. ~b18b LATERAL CAPACllY (157 PLF) ""==45~-65~ r D E DANSCO ENGINEERING, FA.. P.o. eox ~ - APOLLO 6EACt4 - FLORIDA - 3:;&12 ~ - (8") 64& 0f66 FAX - (813) 64& ~~ e6 AtlfA\ @111ESE DRAWINGS AND DESIGNS ME 111E JOINT PROPERTY Cf' DANSCO ENGINEERING, P.A. AND 111E ....., ICioI" CUENT ON 1111S PROJECT ANY REPRODUC11ON OR UNAU1110R1ZED USE IS PROHIBITED, - 2003 "" . - , ~ J~ J I , a.. :::z: )'0 ~ ~ ...>C ! ~ .a. , , . - E- : CD ..- j ,. J CD ~::z: GABLE END DETAIL AT ~fP VAULT ~ SCALE: N.T.S. ~ F 55 \\ , ffi CREATED 01-02-02 120 MPH 3 SEC. GUST ~ -=- TO TI4E BEST OF TI4E ~INEER'S KNOWLEDGE AND BELIEF, Tl-IE STRUCTURAL PLANS AND SPECIFICATIONS COMPL,( WITI4 Tl-IE FLORIDA BUILDING CODE, OECTION lb0b FOR 120 MPl..j 3 5ECOND GUOT, EXP05URE '6' WIND ZONE (2001 EDITION), T1415 DRAWINu AND DE51uN 15 VALID FOR 12 MONTl..jS AFTER Tl..jE DATE IT 15 51UNED AND OEALED. 51Ul\lED AND 5EALED FOR TI4E 5TRUCTURAL FORTrON OF T1415 DRAJl.llNu ONLY. &CAL"\ SCAJ..E NOTED DATE Il2lm LENNAR ~OMEe ~ ~cP oIcP co l - - ) CD ~.., ) C :: a 3-; J CI) 00 ~ ,. a. :::r: TAMPA DIVI61~ DFeAUN B.V. N:/BLOCKS/STD 2001 "- FRAMING CONNECTIONS s EXT.. WALLe \. DE JOB NO. PM - 5021 &!; ../ I I I ?4' MAX. I I I I ~VERTICAL WEBS @ GABLE END 2x4 PANEL BLOCKING@48"0.C. ~. .. ._ I V 1/2" CDX PLYWOOD OR 7/16" OSB FOR THE FIRST 8'-0" OF END WALL If ~~:: :~:~::j 1~ NAilS 06" O.C. FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ATTACHE~ .W/ (2))~d TOfrAILS \ I /(2) 16d, ONE ON EACH SIDE OF", BLOCKING I MI.' I I DG I , ' , /8 "'" ~ /~DBL. 2X4 HEADER 2x4 ", ON TOP OF PANEL J SIMPSON H10 ~: :1: SIMPSON DTC @ 16"0.C. W/(2) 8d BLOCK~~~'x;"A~TE~. ~,Z OR EQUAL ~ ,/ I! /:0 BOTTOM OF GABLE & (4) 8d INTO 6~PESQ~~LSP2 L ~l / 2 x 6 SILL PLATE .....:~ .. 2X4 W/ (4) lOd V. . ,-- AT EACH END ~ ""'-C.J. SILICON 1/4" GAP II '*=~ w / TOENAIL W/ (2) 16d NAILS i2x4 OUTLOOKER @ 24" O.C. M ~ SIMPSON H10 OR EQUAL - @ EA. OUTLOOKER SEE STRUCTURAL NOTES AND NAILING \ SCHEDULE FOR SHEATHING DETAIL I +- ~ Dr3 , I I r .". II J TOP CORD BLOCKING FOR FIRST FOUR ROWS OF 1R1JSS!:S 0 EDGES~ ]WICAl 2x4 CROSS BRACE J @ 48" O.C @ EACH JOINT ...... W/(2) 10dx3" /TOENAIL W/ (2) 16d NAILS j2X4 OUTLOOKER @ 24" O.C. pa . 'f.j 1 : I\SIMPSOt\ H10 OR EQUAL @ EA. CUTLOOKER i r24. MAX. SEE STRUCTURAL NOTES AND NAILING SCHEDULE I FOR SHEA THING DETAIL ~ "L W'~. Dr3 , I II' '- II / TOP CORD BLOCKING FOR FIRST FOUR ROWS .J OF TRUSSES @ EDGES, ,EA ~ING TYPICAL 2x4 CROSS BRACE "'- "'l. @ 48" O.C @ EACH JOINT " W/(2) 10dx3" r TOENAil W/ (2) 16d NAilS / r 2x4 OUTLOOKER @ 24" O.C. . .F. DG "L" BRACE TO EXTEND AT LEAST ~ ___ 90% OF WEB LENGTH (SEE TABLE ON SHEET S3)r: ATTACHED wi 10d NAILS @ 4" O.C. 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST 8'-0" OF END WALL FROM EA. END TYP. BOTTOM CORD ATTACHED WI (2) 16-d TO~~AILS . '/ / II ID/I.. I 1)3 " \ I I . I ___VERTICAL WEBS @ GABLE END ~ ARE @ 16" O.C. ~! 1/2" COX PLYWOOD OR 7/16" OSS ~ I V SHEATHING ATTACHED wi 10d NAILS l) 6" O.C. I EDGES AND 12. O.C. FIELD ! I "..{2) 16d, ONE ON EACH SIDE OF ", BLOCKING .... V.--(2) 16d 1___t1 ~~ ~DSL. 2X4 HEADER . I .....__"L" BRACE TO EXTEND AT LEAST X I V' 90% OF WEB LENGTH (SEE TABLE ON SHEET -<( ... S3) ATTACHED W/ 10d NAILS @ 4" O.C. r: .. ~ I C\) 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST 8'-0" OF END WALL FROM EA. END TYP. BOTTOM CORD ATTACHED WI (2) 16-d TOENAILS ,\ . '/ / 1\ 'N I I .. I ] I T I I \.- SIMPSO~H10 OR EQUAL I @ EA. TLOOKER I 24' MAX. I nL" BRACE TO EXTEND AT LEAST X I _____ 90% OF WEB LENGTH (SEE TABLE ON SHEET -<( 1- S3) ATTACHED WI 10d NAILS @ 4" O.C. ~ I ......._VERTICAL WEBS @ GABLE END ~ ~ ~ ARE @ 16" O.C. ~ ~ I ____ 1/2" COX PLYWOOD OR 7/16" OSB I ~ SHEATHING ATTACHED WI 10d NAilS @ 6" Q,C. EDGES AND 12" O.C. FIELD I ~2) 16d, ONE ON EACH SIDE OF ", BLOCKING I · ~ I ____DBL. 2X4 HEADER .!---"': ,,: ~ )Y SEE STRUCTURAL NOTES AND NAILING SCHEDULE I FOR SHEA THING DETAIL ~ i'B~ DG ~ I I r ,'- JI / TOP CORD BLOCKING FOR FIRST FOUR ROWS .J OF TRUSSES @ EDGESJ~OF~SHEA THI.NG TYPICAL 2x4 CROSS BRACE @ 48" O.C @ EACH JOINT " W /(2) 10dx3" w . .~ 1 2x6 P.T. SILL PLATE ~ 2X4 SPF FR~ME WALL - 1 I W/ 1/2" DIA. BOLT @ 48" STUDS @ 16 O.C. ~ a.c. & 6" FROM PLATE MAX. _ H I SPLICES wi 3/16" 2X8 P.T. W/2 ROWS OF 3/16"~ - , I x 2" WASHER x2 1/4" TAPCONS @ 12. O.C. (MAX.) :8 T T (1) ROW 2X BLOCKING @ ,,~=*' MID-HEIGHT FOR WALL II. I HEIGHT < 8'-6" AND (2) .-./ U Ll a ROWS @ 1/3 PTS. FOR IT FT 2X4 P.T. WI 1/2"<jl "J" ill WALL HEIGHTS> 8'-6" Ii. Ll / BOLTS @ 24" a.c. SIMPSON SP1 'T FT OR EQUAL.~ I I I SEE SECTION A/s1 FOR TYPICAL SEE SECTION A/s1 ~ 4 FOUNDATION AND BLOCK WALL FOR SLAB DETS. \ I v U / ~ DETAILS ~==~ 1-""" ~~~ ,.~ ~~ /~~ ~ ~~ ~/~~>>%~>>%~'\ '<<-<<-<<-<<~" //})//>/'/' / (1) SIMPSON H3 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN 36") x -<( r: .. ~ , 2x6 P.T. SILL PLATE - w/ 1/2" DIA. BOLT @ 48" O.C. & 6" FROM PLATE / SPL~CES WI 3/16" 2X4 SPF FRAME WALLJ . x 2 WASHER STUDS@16."%'C' MAX. SIMPSON SP2 OR EQUAL DSL. 2X8 W/ 1/2" PLYVVD. FUTCH PL. W/ SIMPSON LSTA18 (OR EQUAL) w/ (7) 8d NAILS INTO STUDS AND (7) 8d INTO DSL. 2X8 ON EACH SIDE OF WINDOW 2X4 P.T. SPACER 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW OPENING (DBL. 2X4 EA, SIDE FOR WINDOWS WIDER lriAN 36") L--- ... ~MPSON H10 . .. OR EQUAL SIMPSON SP2~ v. ~ .1. OR EQUAL:~ I 2X4 WI (4) 10d I AT EACH END _ . E-;-- . G ~ C.J. SILICON 1/4" GAP T i KNOCK-OUT BLOCK w/ (1) #5 CaNT. c:r ~ CONC. LINTEL WI (1) #5 CONT. SIMPSON DTC @16"O.C. W/(2) 8d TO BOTTOM OF GABLE & (4) 8d INTO 2 x 6 SILL PLATE ~x I-<{ U)l: .. ~ X I-<{ U\l: 2x4 "T" ON TOP OF PANEL BLOCKING. FASTEN Wllri 10dx3" @ 4" OIC 2 ~ I ~ 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 115<11 SIMPSON H10 : : ~ OR EQUAL SIMPSON SP/ v OR EQU AL SIMPSON DTC @16" O.C. w/(2) 8d ~ I ........... TO BOTTOM OF GABLE & (4) 8d INTO 2X4 wi (4) 10d :- v 2x6 SILL PLATE AT EACH END __________________I G "=C.J. SIUCON 1/4" GAP 2x6 P.T. SILL PLATE /" I I 0 I ( ) WI 1/2" DIA. BOLT @ 48" 2X4 SPF FRAME WALL~ I I KN CK-OUT BLOCK W 1 #5 CONT. O.C. & 6" FROM PLATE STUDS@16" O.C. ~ r,~ ~ONC LINTEL WI (1) #5 CONT SPLICES WI 3/16" MAX. ~ I :' .:c ,,/. . x 2" WASHER SIMPSON SP2 ~ l::::J OR EQUAL ~ D8L. 2X8 W/ 1/2" PL YWD. FLITCH PL. W/ SIMPSON LSTA18 ':. (OR EQUAL) WI (7) 8d NAILS INTO STUDS AND (7) 8d I " INTO DBL. 2X8 ON EACH SIDE OF WINDOW 2X4 P.T. SPACER -^V T II{ -11 I I I I TlTJ I : 11 1 MASONRY WALL (DESlGNED I 11 I AS CANllLEYERED) I : lL1 ..__RE-BAR BEYOND - SEE FILL CELL _I I ~ ---- ON PLAN I I In I 2X4 P.T. W/ 1/2"~ "J" : : ill i / BOLTS @ 24" O.C. , I T II J V SEE SECTION A/S1 FOR TYPICAL I I II ~FOUNDATION AND BLOCK WALL SEE SECllON A/S1 I ; WT DETAILS FOR SLAB DETS.\ lJ III I 4===~ii I ~J ~ ~~~) ~ I t~}:Y>> \.<<,/ A"/"< ~ v.z<<,<<< ').~~ . . y~~ ~~ r-\ w~ /~~~~<<~'\ '''V>>)):Y)07' - 2 X ~-<t 'l: U'l a ill MANUFACTURED WINDOW w/ FRAME. SEE DET. B/52 FOR HEADER & SILL DETAILS CONC. SILL I '~~ 1 IV I I -I I MANUFACTURED WINDOW wi FRAME. SEE DET. 8/52 FOR HEADER & SILL DETAILS KNOCK-OUT BLOCK WI (1) #5 CONT. CONC. SILL x -<( r: a ~ . MASONRY WALL (DESIGNED AS CANllLEVERED) x -<( r: ~ , - N 2MTOPPL ~ II IJ ./ ill. MASONRY WALL (DESIGNED 2X4 P.T. SPACER ~ II I AS CANTILEVERED) lLlI ____ RE-BAR BEYOND - SEE FILL CELL 2X4 SPF FRAME WALL~ ~~ ON PLAN STUDS @ 24" O.C, LLiLl MAX, :rhT 2X4 P.T. SPACER ~ ili 2X4 P.T. WI 1/2"<jl "J"~ 1ThT, BOLTS @ 24" O.C. rtH SEE SECTION A/S1 FOR TYPICAL ~ FOUNDATION AND BLOCK WALL SEE SECTION A/S1 f\. II DETAILS FOR SLAB DETS. 1 I~ III I ..{==- == ~j I h-. 0%~ ~~ I ~%>> "V~~, ~ ~~"" />->>~~ ~ t>>/~" %<<<^ ~~/ />>>%"0P%>~)/~ ~'\ '<<-<<<<<-<<*," //})//>/'/' / - N - ~ SEE TYPICAL GABLE END BALLOON FRAME DETAIL FOR FRAMING DET- AILS BEYOND WINDOW (SEC. A/S6) NOTE: NOTE: NOTE: SEE SECllON D IS1 FOR FRAME TO MASONRY WALL CONNECllON @ ENDS OF BALLOON FRAME WALL SEE SECTION D IS1 FOR FRAME TO MASONRY WALL CONNECTION @ ENDS OF BALLOON FRAME WALL SEE SECTION D/s1 FOR FRAME TO MASONRY WALL CONNECllON @ ENDS OF BALLOON FRAME WALL TYPICAL ALTERNATE BALLOON FRAME ~ GABLE END I A \ - NOT TO SCALE \ S~ J AL TERNATE BALLOON FRAME ~ GABLE END OvER WINDOW I B \ NICHE WALL DESIGN NOT TO 5CALE \ S~ I AL TERNATE BALLOON FRAME ~ GABLE END OvER WINDOW FLUSH WALL DESIGN . NOT TO SCALE f2\ ~ - T~15 DE51GN 15 FOR A MA50NRY ~OME WIT~ A GABLE ENDWALL ADJACENT TO A CAT~EDRAL CEILING. T~E DE51GN CALL5 FOR A TRAN51TION FROM MASONRY TO WOOD CON5TRUCTION AT A BOND BEAM T~AT ~A5 BEEN DESIGNED TO MEET T~E 5TRUCTURAL REQUIREMENTS OF T~E FLORIDA BUILDING CODE 2 (Z\e>1, INCLUDING T~E SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111. T~15 DE51GN IS FOR A MA50NRY ~OME WIT~ A GABLE ENDWALL ADJACENT TO A CAT~EDRAL CEILING. T~E DE51GN CALL5 FOR A TRANSITION FROM MA50NRY TO WOOD CON5TRUCTION AT A BOND BEAM T~AT ~AS BEEN DE5rGNED TO MEET T!-lE STRUCTURAL REQUIREMENTS OF T!-lE FLORIDA BUILDING CODE 2e>e>1, INCLUDING T~E 5PECIAL WIND PROVISIONS GIveN IN 5ECTlON 2111. T!-l15 DESIGN 15 FOR A MA50NRY ~OME WITl-i A GABLE ENDWALL ADJACENT TO A CAT~EDRAL CEILING. T~E DESIGN CALL5 FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM T!-fAT !-fAS BEEN DE51GNED TO MEET T!-lE STRUCTURAL REQUIREMENTS OF T!-fE FLORIDA BUILDING CODE 2 (Z\e> I, INCLUDING T~E SPECIAL WIND PROViSIONS GIveN IN SECTION 2111. T~E GABLE END WALLS ARE STRUCTURALLY CONTINUOU5 FROM T!-lE FLOOR TO T!-fE ROOF (OR CEILING) D I AP!-lRA6M. T!-fE GABLE END WALL5 ARE 5TRUCTURALL Y CONTINUOU5 FROM T!-lE FLOOR TO T!-lE ROOF (OR CEILING) D I AP!-lRA6M. T!-lE GABLE END WALLS ARE 6TRUCTURALL Y CONTINUOU6 FROM TI-IE FLOOR TO TI-IE ROOF (OR CEILING) DIAP!-lRAGM. Q. X >- ..Q ->C CO ~ 'a o - ::I -< D SAMUEL A. GREENBERG, FE. ~4245 D T~UY I-L ~UYNH P E. -60122 D IRWIN J. BENSON, F E. -4~158 D All ABBAS t-iAKIM, P.E. #56186 .~ & CREATED 05-22-02 TO Tl-4E eEST OF TI-iE ENGINEER'S I<NOJJLEDGE AND eEllS:, TI-iE eTRUcTURAL PLANS AND ePECIFICATIONE; COMPLY WITt-! TI-iE FLORIDA 6UILDING CODE, OECTION 1~~~ FOR 12~ MFt-! 3 OECOND ooE;T, EXFOOURE '6' WIND ZONE (2001 EDITION). Tl-ile DRAUJING AND DEE;IGN Ie VALID FOR 12 MONTI-iE; AFTER TI-lE DATE IT Ie elGNED AND eEALED. elGNED AND eEALED FOR TI-iE eTRUC1lJRAL PORTION OF Tl-ile DRAWING ONLY. , '- o - , , , Q? I . :.. , ~ 'co , ~ , u , > I~ ,'a :C\,I ,- ....J I c;, I , , Q. :x r D AN6CO ENGINEERING, FA. P.o. BOX ~ - APOLLO eEACf4 - FLORIDA - '3&12 R40NE - (81') 649 12>166 FAX - (81') 649 ~g& eB 49112> r['\ TKES[ DRA \;,INGS AND DESIGNS ARt THE JOINT PROPERTY OF DANSCO ENGINEERING, P,A. AND THE \SJCLIENT ON THIS PROJECT. ANY REPRODUCTION DR UNAUTHlJRIZED USE IS PROHIBITED. - 2003 DE " , ~ ,'- .CO . ->C '0 :co . Q. . . ;..... .- :~ '- i:. I ~ 'x 120 MP~ 3 SEC. GUST 6EAL"\ 5CAi.E NOTED DATE 5n2/02 LENNAR ~OMEe , , c>> I c>> co I . - I~ . ..., Ie : at I- I CD ,~ 10 . Q. :x TAMPA DIVlel~ DRAUN B.V. N:/BLDCKS/STD 2001 "'- BALLOON FRAMING DET AILe \... DE JOB NO. PM - 5021 66 ~ MODEL: 110RW4 (25 GA. MODEL: i20RW4 (24 GA. STEEL SKIN) STEEL SKIN) r OPTIONAL DSB GlASS OR 1/8" ACRYLIC LITES AVAIlABLE (SEE SECTION B-B) 20 GA. MIN, END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM 25 GA. MIN, STEEL TOP. BOTTOM & CENTER). GALVANI~I~~. 93..~Tlg_~~THpR~M~~. AND A BAKED-ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN, REV DATE DE SC R IP TION ADD 'CBPC' TO TITLE BLOCK CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT JAMB ATTACHMENT INFO; 50 KSI STRUTS; +25/-32 PSF HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 3" TALL U-BAR 20 GA. GAlV, STEEL 50 KSI MIN, 01 9/27/1999 02 12/01/1999 03 1/2000 (1) INTERMEDIATE STILE ATTACHED W/ TOC-L-LOC (TOP & BOT) AND URETHANE ADHESIVE (ALONG CENTER) r LOCK POSITiON (80TH SIDES) nvo POINT LOCKING 14 GA GALV, STEEL END HINGE. EACH FASTENED TO END STILES W/(4) #14x5/8" SHEET METAL SCREWS &c (4) 1/4"x3/4" SELF TAPPING SCRE'NS, f-- "L" :r: <.:> GJ I <.:> Z Z w 0- o D 3" r 1-7/8" p T NUAIR SINGLE HUNG HINDOH SCHEDULE TESTED PER ANSI/AMMA/NHHDA 101 IIS2 /'"""'\ !./ ---- 16 GA. GALV, STI:EL TOP ROUER BPACKET, EACH BPACKET AITACHED W/(3) # 14x5/8" SHEET METAL SCREWS, rr 13 GA. GALV. STEEL FlAG BRACKET, EACH FASTENED TO WOOD JAMB WITH (3) 5/ 16"x 1-5/8" WOOD lAG SCREWS. DES/6N PRESSURE (PSF) DESI6N SUCTION (PSF) -80.0 -W.o 6ARA6E SERVICE DOOR CALL SIZE MANUFACllJRER SERIES 1* o I 'co II f-- I <.:> GJ I CJ:: o o Q X <{ ::::: LOCATiON f-- I <.:> GJ I cz:: o o Q IA2SH (1/2 32SH) 22SH 32SH I A3 (1/2 33SH) 23SH 33SH IA4SH (1/2 34SH) 24SH 34SH IA5SH (!/2 35SH) 25SH 35SH IAoSH (1/2 30SH) 20SH 30SH 2020SH 3020SH 4020SH 2030SH 3030SH 4030SH 2040SH 3040SH 4040SH 2050SH 3050SH 4050SH 2000SH 3000SH 4000SH '100 '100 '100 '100 '100 '100 '100 Cloo ClOO '100 '100 Cloo ClOO ClOO '100 ClOO ClOO ClOO Cloo ClOO ClOO ClOO ClOO Cloo ClOO ClOO ClOO Cloo '100 '100 +75.0 +75.0 TRACK CONFIGURATION DOOR HEIGHT "L" 6 -6 70 2" GALV. STEEL TRACK. 7 -0 76 MIN. TRACK THICKNESS: ,060" 7 -6 82 8 -0' 88 POOL BATH DOOR ONE 3" TALL x 20 GA, 50 KSJ MIN. U-BAR PER DOOR SECTION, & EN 0 _____ STILE rSLlDE BOLT I LOCK ENGAGES I NTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION iTP 2-1 /2"x 12 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED), BREAKFAST TO LANA.I DOOR 3" TAU x 20 GA. GALV, STEEL U-BAR ONE U-BAR PER SECTIO,~ EACH U-BAR ATTACHED WITH TWO 1/4'x3/4" SELF TAPPING SCREWS PER STILE LOCATION, L \ LOCATION OF OPTIONAL VENTS OPTIONAL OUTSIDE KEYED LOCK POSITION :-1AX, roOR V1DTH 9'0' EXTERIOR FRENCH DOOR /l14x5/8" SHEET METAL SCREWS 13 GA. GAlV, STEEL BOTTOM BPACKET, '--- AITACHEO WITH TWO #14x5/8" ~ SHEET METAL SCRE'IIS, DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN), DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN), ~L~I~~~~~~~P. SECTION A-A (SIDE VIEW) -80.0 -80.0 -18.4 -80.0 1/4"x3/4" SELF TAPPING SCREWS, 14 GA. END HINGES VIEW "B" MAIN ENTRY DOOR 18 GA. INTERMEDIATE HINGE VIEW "C" +15.0 +15.0 +15.0 +75.0 VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2000 PSI MIN. CONCRETE COLUMN): 3/8"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS (C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 PSI MIN, CONCRETE), WASHERS INCLUDED WITH SLEEVE ANCHORS, 1-1/4" 00 MIN. WASHERS REQUIRED 20 GA. GAlV. STEEL I~NTE~' STILE WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ~ 18 GA. GALV STEEL CENTER HINGE FASTENED TO INTER. STilES W/(4) #14x5/8" SHEET METAL SCREW5 14 GA. GALV, STEEL ROLLER HINGES FASTENED TO END STiLES EACH W/(4) {/14x5/8" SHEET METAL SCREWS AND (4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE. OPTIONAL 1 0 SCREW WINDOW liTE SECTION B-B STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL END STILE MOLDED INSIDE LITE RETAINER 2x6 YELLOW PINE JAMB 2" DIA SHORT STEM. 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION C-C DESIGN LOADS: +250 P.S,F, & -32,0 PST, TEST LOADS: +37,5 P,S.F, & -48,0 P,S.F, #8x3/4" PAN HEAD SCREW (10 SCREWS PER LITE) END STILE INTER, STILE MAIN ENTRY DOOR SN.AP lATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR, 12 GA. GAlV. STEEL TRACK / BRACKETS FASTENED TO WOOD JAMB--'" WITH ONE 5/16"x1-5/8" LAG SCREW PER TRACK BRACKET, LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE HAN D LE OUTSIDE KEYED HANDLE 2" GALV. STEEL TRACK FASTENED TO 12 GA. GAlV, STEEL TRACK BRACKETS, TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"x5/8" BOLT & NUT & OR nvo 1/4" DIA RIVETS. END STILE MAIN ENTRY DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING INSIDE HANDLE OUTSIDE KEYED LOCK SNAP lATCH LOCK OPTION PREPi,R6,TION OF JAMBS BY OTHERS !li:Y 03 IlRA IflNG f<ll 101979 NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURA~ ELEMENTS SHALL BE THE RESPONSIBILliT Of THE PROFESSIONAL Of RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING, VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): 1/2"x3" LAG SCREWS ON 24 CENTERS. 1-1/4" 00, MIN, WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. DES. BY MWW DESCRIPTION SiNGLE CAR MODEL 110RW4 & 120RW4 +25,0/-32,0 PSF DESIGN LOAD TED AREAS DENOTES ASn-1 EI300 L1MITATIO CHECKED Br MWW DATE SCALE 8/26/99' N07(D MAX, DOOR SIZE 9'O"W X 8'0"H CEPC (513) 381 -4800 J 12 WALNUT STRfET6 SUITE 1600 CINCINNATI, OH 452 2 DlYftJotl of CloP4Y Bu/IdIng Produm C10pay BuI!dil"9 Prod;"c;:te Compclrl1 At! R~~ R~. The olTQn9f'mentJ depicted h.~in ar9 the 801. proPf'rtr of In. efopo,. Bl.lildin9 Producta Corrypon)'. Qnd moy not be ~produ~ in any form without rts written perm~ion. NUAIR HORIZONTAL ROLLER HINDOH SCHEDULE TESTED PER ANSI/AMMA/NHHDA 101 /IS2 MODEL 110RW4 (25 GA STEEL SKIN} MODE REV DATE DESCRIPTION (5) INTERMEDIATE STILES FOR 16' WIDE DOOR 20 GA MIN END STILES ATTACHED TO DOOR -L-LOC SYSTEM ), o I Co -/ .- ~~ATENTED TOG L: 120RW4 (24 GA. STEEL SKIN) ATTACHED W/ TOG-L-LOC (TOP & BOT) AND URETHANE ADHESIVE (ALONG CENTER) (TOP, BOTTOM & Cr:NTER - r OPTIONAL SSB GLASS OR .. 1/8" ACRYLIC LITES AVAIlABLE (SEE SECTION B-B) [' , = D D D E3 ~ F= ~ 1 II I~-~ ~ ~ '= l= II :1/ f 1 I ~~v ~~ - - V B B ( \ V --- C I----- - -- VI EW C 17\ 7IJ V\ D D /LO D D D 5< D 6< (B ~ TW N ~ 1\ T \ J !\ D D CJ \ CJ D D / ./ - I~ ,,;j ~ LOCATION OF - A ~ OPTIONAL OUTSIDE KEYED LOCK POSITION TIONS AS REQUIRED BY FBC 2001 CALL SIZE DESI6N PRESSURE (PSF) +50.0 +50.0 DESIGN SUCTiON (PSF) -80.0 -W.o 01 9/27/1999 02 12/01/1999 03 1/2000 ADD 'CBPC' TO TITLE BLOCK CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT ADDED JAMB ATTACHMENT INFORMATION MANUFACllJRER SERIES 1* 2020HR 3020HR 4020HR 5020HR 0020HR 2030HR 3030HR 4030HR 5030HR 6030HR 2040HR 3040HR 4040HR 504Qf1R o040HR 2050HR 3050HR 4050HR 5050HR OH2 / OH3 OH2 / 0H3 OH2 / 0H3 OH2 / OH3 OH2 / OH3 OH2 / OH3 OH2 / 0H3 OH2 / 0H3 OH2 / 0H3 OH2 / OH3 OH2 / 0H3 OH2 / 0H3 OH2 / 0H3 OH2 / OtB OH2 / OH3 OH2 / OH3 OH2 / 0H3 OH2 / OH3 OH2 / OH3 OH2 / OH3 HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) IEW "B" rr= 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x1-5/8" WOOD lAG SCREWS, f-- :r: c.:> W :r: a::: o o o TRACK CONFIGURATION DOOR HEIGHT "L" 6 -6" 70" 7 -0 76 7 -6 82 8' -0" 88" "C" f-- I c.:> W I CJ:: o o o 2" GALV, STEEL TRACK, MIN. TRACK THICKNESS: .060" !i: ''L'' <.:> w :r: <.:> z Z w a.. o CK POSITION OTH SIDES) o POINT LOCKING iTP, 2-1/2"x12 GA, GALV, STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED), x <{ ::::: 3" X 20 GA. U-BARS, U-BARS IN A 2-1-2-1 PATIERN (IE. TWO U-BARS ON BOTTOM SECTION. ONE U-BARS ON NEXT SECTlON, ETC.) 0050HR {/14x5/8" SHEET METAL SCREWS I J OPTIONAL VENTS 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE VIEW "B" VIEW "C" NUAIR SLIDING GLASS DOOR SCHEDULE TESTED PER ANSI/AMMA/NHWDA 101 IIS2 MAX. DOOR WIDTH = 16'-0" INSIDE ELEVATIONS & VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2 QOO PSI MIN. CONCRETE COLUMN): 3/8"x4" SLEEVE ANCHOR BOLTS ON 20" CENTERS (C-90 BLOCK) OR 24" CENTERS (2.000 PSI MIN. CONCRETE) OR 1/4"x4" TAPCON SCREWS ON 16-3/4" CENTERS (2.000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. 1-1/4" 0.0, MIN. WASHERS REQUiRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT OPTIONAL 10 SCREW TRANSFER LOAD WINDOW UTE SECTION B-B +30 +30 NOTE -L DOORS UP TO 7'-0' HIGH CONSIST OF (4) SECTIONS (SHOWN), DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). CALL SIZE DESI6N PRESSURE (PSF) DESI6N SUCTION (PSP) -64.0 -55.0 -3/.1 -55.0 MANUFACllJRER SERIES 1* STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN, GALV. STEEL END STILE ) ) C- ) :l: I ~ ) .a ) " .llC " (Q ) <D " -0 . 0 >> - ::J >> < 12 GA. GALV. STEEL TRACK / BRACKETS FASTENED TO WOOD JAMB--'" WITH ONE 5/16"x1-5/8" lAG SCREW PER TRACK BRACKET,' & 2x6 YELLOW PINE JAMB 5008 SGD 6068 SGD W08 SGD Cl068 SGD 200 200 200 200 +30 +30 91AP LATCH ENGAGES ONTO VERTICAL TRACK, O~JE SNAP lATCH ON EACH SIDE OF DOOR. 2" GALV, STEEL TRACK FASTENED TO 12 GA GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"x5/8" BOLT & NUT OR TVVO 1/4" DIA. RIVETS, 20 GA. GALV. STEEL I~ 7/16" 1.0. ROUND PUS:~ 18 GA. GALV, STEEL CENTER HINGE FASTENER (ONE PER ROLLER) FASTENED TO INTER, STILES W/(4) {/14x5/8" SHEET METAL SCREWS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES EACH W/(4) #14x5/8" SHEET METAL SCREWS AND (4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE, MOLDED INSIDE LITE RETAINER #8x3/4" PAN HEAD SCREW (10 SCREWS PER LITE) JAMB CONFIGURATION SECTION C-C 25 GA. MIN, STEEL SKIN COATED WITH G-40 MIN. GALVANIZING. BAKED-ON PRIMER, AND A BAKED-ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. ... " 0 1_ >> ) I en ..,. a- :~ .&. VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): 1/2"x3" LAG SCREWS ON 18" CENTERS, 1-1/4" 0.0. MIN. WASHER REQUIRED, LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD, 12 GA. GALV, STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) #14x5/8" SHEET METAL SCREWS. END STILE OUTSIDE KEYED HANDLE SHIP lAP JOINTS. PREPARATION OF JAMBS BY OTHERS. 2" DIA. SHORT STEM. 10 BALL STEEL ROLLER. :Q) ) G:I ) () - > ~ <D " -0 ~N - - ....J J~ J , , C- : :l: >> -0 J ... " CD _ .llC ! g " C- . , : - . - : fit . - j :. ~ G:I . :l: 14 GA. GALV. STEEL END HINGE, EACH FASTENED TO END STilES W/(4) #14x5/8" SHEET METAL SCREWS & (4) 1/4"x3/4" SELF TAPPING SCREWS, END STILE OUTSIDE KEYED LOCK SNAP lATCH LOCK OPTION END STILE SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION 3" TALL U-BAR 20 GA. GALV. STEEL MIN, YEILD STRENGTH: 50 KSI ~ THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING, DESIGN LOADS: +24.0 PSF & -24.5 PSF TEST LOADS: +36.0 PSF & -37.0 PSF D 3" r 1-7/8" p T 3" TALL X 20 GA. GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (I.E, nvo U-BARS ON BOTTOM SECTION. ONE U-BAR ON NEXT SECTION. ETC.). EACH U-BAR ATTACHED WITH 1/4"x3/4" SELF TAPPING SCREWS PER STILE LOCATION, MAX, DOOR SIZE: 16'0"W X 8'OH DRAV1NG NO. 101980 REV, 03 LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR, MWW MWW CHECKED BY DES, BY OUTSIDE HANDLE DESCRIPTION DOUBLE CAR MODEL 110RW4 & 120RW4 +24/ -24.5 PSF DESIGN LOAD SECTION A-A (SIDE VIEW) DATE SCALE NOTED 13 GA. GALV. STEEL BOTIOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP, OUTSIDE KEYED LOCK LOCK BAR LOCKING 8/26/99 NOTE: IT IS 111E CONTRACTORS RESPONSIBILITY TO REVlEW ALL DRAWlNGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR 111E STRUC11JRAL INTEGRITY OF 111IS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, 0111ER DESIGN PROFESSIONALS' SHOP DRAWlNGS. CONTRACTORS' BUILDING MEn-tODS, AND TI-JESE SIGNED AND SEALED DRAWlNGS MUST BE BROUGHT TO n-tE A ffiNTlON OF DANSCO ENGINEERING P.A. PRIOR TO mE COMMENCEMENT OF CONSTRUCTION. I >> .. J .. ClCI ) " - ) G:I " .., ) c: :: CD ~-; J G:I :10 - " C- !:x CEPe (513) 381 -4800 312 WALNUT STREET,:, SUITE 1600 CINCINNA Tt, OH 452v2 DMs/on of elopey Building Praducls Clopoy Building Products Compony AA Ri9ht~ Resorved. Th9 arrangements depicted herein are the sole property of the C!opoy Suildin9 Products Compon)' and may not be reproduced in on)' form without its written permission. CALL SIZE 2808 (2/8 X 0/8) 2468 (2/4 X 6/8) 2608 (2/6 X 0/8) 2068 (210 X 6/8) (2)2068 (4/0 X 6/8) (2)2008 (5/0 X 6/8) (2)2808 (5/4 X 0/8) (2)3008 (0/0 X 6/8) 3008 (3/0 X 6/8) (2)2608 (5/0 X 6/8) (2)2808 (5/4 X 6/8) (2)3068 (010 X 018) (2)3080 (0/0 X 8/0) 3068 (3/0 X 0/8) (2)2668 (5/0 X 0/8) (2)2868 (5/4 X 0/8) (2)3008 (6/0 X 0/8) (2)3080 (0/0 X 8/0) 3008 (3/0 X 0/8) (2)2008 (5/0 X 6/8) (2)2868 (5/4 X 6/8) (2)3008 (6/0 X 6/8) (2)30W (0/0 X 8/0) CALL SIZE 8 X 1 (OR 80100H) Cl X 1 (OR Cl0100H) 10 X 1 (OR [00700+1) THERMA- TRU DOORS EXTERIOR DOOR SCHEDULE TESTED PER ANSI/AMMAMHWDA 101 /152 RIO SIZE 34 1/2 X 82 1/2" 30 1/2 X 82 1/2" 32 1/2 X 82 1/2" 32 1/2 X 82 1/2" 51 1/4 X 82 1/2" 03 1/4 X 82 1/2" 01 1/4 X 82 1/2" 75 1/4 X 82 1/2" (H) X Cl8 1/2" 38 1/2 X 82 1/2" 03 1/4 X 82 1/2" 61 1/4 X 82 1/2" 75 1/4 X 82 1/2" 15 1/4 X er8 1/2" 38 1/2 X 82 1/2" 03 1/4 X 82 //2" 01 1/4 X 82 1/2" 15 1/4 X 82 1/2" 15 1/4 X Cl8 1/2" 38 1/2 X 82 1/2" 63 1/4 X 82 1/2" 01 1/4 X 82 1/2' 15 1/4 X 82 1/2" 15 1/4 X Cl8 1/2" MANUF AC llJRER DESC-RI PTI ON 1*100 FLUSH STEEL 1*118 ONE LITE STEEL FRENCH 1*118 ONE LITE STEEL FRENCH 1*128 TEN LITE STEEL FRENCH 1*108 15 LITE STEEL FRENCH 1*108 15 LITE STEEL FRENCH 1*108 15 LITE STEEL FRENCH #108 15 LITE STEEL FRENCH 1*208 STEEL 8 PANEL i*f'C-OO 6 PANEL FIBERCLASSIC i*f'C-oO 0 PANEL FIBERCLASSIC OR i*f'C-2000 I LITE FRENCH FIBERCLASSIC ( CUSTOMER CHOICE) BANCO OVERHEAD DOORSr INC. GARAGE DOOR SCHEDULE TESTED PER Al'ISI/AMMA/NHHDA 101 /IS2 TEST LOADS PRESSURE (PSF) +37.5 +31.5 +30.0 TEST LOADS SlJC.TION (PSF) -48.0 -48.0 -3/.0 DESI6N LOADS PRESSURE (PSF) +25.0 +25.0 +24.0 FOR 8'-0" HI6H UNITS EXTERIOR HINDOHS AND DOOR NOTES 1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE TO BE TESTED IN ACCORDANCE WITH ANSI/AMMAINWWDA 101/1S2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER. PERFORMANCE CHARACTERISTICS AND APPROVED TESTING ENTllY. FBC 1707.4.2.1 2. ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. FBC 1707.4.4.1 3. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS IS LESS THAN 1 -1/2" SHALL BE ANCHORED THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE. FBC 1707.4.4.2 4. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS IS 1-1/2" OR GREATER, THE BUCK MUST BE ATTACHED IN A MANNER THAT TRANSFERS THE LOAD DIRECTLY TO THE STRUCTURE. WINDOWS AND DOORS SHALL BE ANCHORED THROUGH THE JAMB INTO THE WOOD BUCK. FBG 1707.4.4.2 5. ALL WINDOWS BUCKS SHALL EXTEND BEYOND THE INTERIOR LIP OF THE WINDOW. FBC 1707.4.4.2 6, MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. FBe 1707.4.5.1-1707.4.5.4 DES/6N PRESSURE (PSF) +25.Cl +25.'1 +25.Cl +25.Cl +25.'1 +25.'1 +24.7 +24.1 +24.7 +24.1 +25.er +24,1 +24,7 +24.1 +24.1 +25.er +24,7 +24.7 +24.1 +24.7 +25.Cl +24.7 +24.7 +24.1 +24,7 DESI6N LOADS SUC TI ON (PSF) -32.0 -32.0 -245 DES/6N SlJC,TION (PSF) -34.1 -34.7 -34.1 -34,1 -34.7 -34.7 -32.4 -32.4 -32.4 -32.4 -34.7 -32.4 -32.4 -32.4 -32.4 -34.7 -32.4 -32.4 -32.4 -32.4 -34.1 -32.4 -32.4 -32.4 -32.4 D E DANSCO ENGINEERING, FA. P.o. eox 34ele> - APOL.LO BEACH - FL~IDA - 33!;12 ~ - (813) 645 0166 PA>< - (813) 646 ca6ca8 Ee At!.I__ IC\ M:SE DRAI'lINGS AND DESIGNS ARE 111E JOINT PROPERTY OF DANSCO ENGINEERING, P,A. AND 111E ......, IV ~ CUENT ON 1111S PRO..fCT, ANY REPRODUCTION OR JNAUl110RlZED USE IS PROHIBITED - 2003 & CREATED 01-02-02 3 120 SEC. MPH GUST LENNAR ~OM:ee 8CALE NOTED DATE 112/02 TAMPA DIVI61~ DRAU.N a.v. N:/BLOCKS/STD 2001 DOOR 4 WINDOW T A6LEe DE JOB NO. PM - 5021 6DWI HEADER A .'1'-' '-,.' .<..1 <1" '.<J . "' _.-. ~ ~ ~. ,.:..~ '''^KO r,V-"- ~ ~~:BUCKSTRIP (MIN. 28" - ~ ~~. I AS SHOWN) <;.. ~~ ..; J71 ~=: NEEDED . ~ <;j 1 FlLL INTERIOR VOID wrrH , ' ~ · MINIMAl. EXPANDING FOAM 4 "'l ....'~ . - IF PER CODE -~EXTERIOR A I ',~ JAMBS -~ --Av- t;;r :1. rrr . r F:: ~~~> { : . a^ CONCRrn: SIlL l' v SILL IF NECESSARY, USE SHIMS WHEN INSTALUNG TO KEEP PLUMB &: LEVEL / .. ~ ". \Y- !i'. fll:J!..I! rn- · . . 1_ _ - - - 1---- . a . (....,.: ,.....:..,:.: . <J '<1 a " ' '. PI'lE-CAST > '. ~ CONCRrn: SILL <l v NO ,ASTENERS niROVGH SILL . SEAUINT BEAD HEADER SERIES 900 & 950 SH ,'I'-' " Ll <1" ',<J . EXl1:R1O: ~ ~. INTERIOR piiNTERIOR ',l h PRESSURE TREATED - " ". ", ~UCKSTRIP (MIN. 28" ..' . 4 -.:: I " ' AS SHOWN) <;.' , q,<;j 17" ~ Ir- SHIM AS NEEDED '. ~ ...:J::..... WINDOW , : , IiII ASTENER :.. :q:~, _~ I ~~~~~~ti~ ~~ -~~IOR Jy - IF PER CODE --^v- JAMBS - ,4? IF NECESSARY, USE SHIMS WHEN INSTALUNG TO KEEP PLUMB &: LEVEL .. ii ' ~ > ' <J '<1 6 > <. , ' ,PI'lE-CAST c , a^ CONCRrn: SILL I v . r- - - - f---- (~>.. ."',:",:,: ./' [f""'" F~ERS ~~ If niRQUGH ~ SIlL 1t ~.~ 'W,!. POORrtl > , 6^ CONCRrn: SILL <l v . SEALANT BEAD SILL INSTALLATION DETAILS FOR FIN WI;\iDOWS IN WINDZONES OF I50MPH OR LESS (DET AlL B) Installation fasteners for windows should be a minimum I!" nail or 1~" wood screws, with an embedment of at least I". Fasteners should be located at a maximum of 4" from each corner and 18" O.C. for screws and 9" O.c. for nails. It is recommended that all screws or nails be sealed to prevent infiltration of air and water. Product may be shimmed as necessary, Flexible flashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. lbe weather resistant barrier should then cover the flexible flashing at the header, lbe application of the weather resistant banier will vary based on when it is installed. lfit is installed after the window, it should be tucked under the sill lfusing It" thick or greater wood buckstrips (not shown): flashing and overlap the jambs and head flashing. Window installation fasteners should be a minimum #8 XI" _.. '1.# A 1ft (j]~~i~~:tTVRAL wood screws, installed through the window into the buckstrip. .. . L 'I'II~ ~:~';;~~QES Window may be shimmed as necessary, provided a minimum >lEMa"" 1 he wmdow depIcted m Uns arawmg IS mlenoeo lOr u.se on typICal COlliltructlOn. It \s tl e responsibihty ot others to dcterrnme It It \s applicable. AdQltiOnalllasl11l1g. vapor barrie..., etc. may be 'Pecified by the project architect. Wind IlDd design pressures va.')' within eacb state ilDd county, All prDctuclS manufactured by \I11AI1 ine, meet a minimwn of 110 mpl1 (RJO DP) wind load requiremenls (per AAMA 10 I); plea.se cbock local building code. for exact requirements. Above details shown for Single Hung window, For insul1atior. of Awning, Horizontal Roller, or Picture/Designc.."T windows use the same speciflcaticos !is sho'Nn above for the Single Hung, provided that all nre-Dunched frame installation holes are utilized and with the above mentioned screw size type. and sDacin2. II};ST ALL A nON DETAILS FOR FLfu'\GE WINDOWS IN WINDZONES OF 150MPH OR LESS (DETAIL A) Buckstrips must be set in a bead of sealant. The extenor joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A buckstrip is not necessary at the sill if it is pre-cast. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber, In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the interior and exterior. Ifusing i" thick wood buckstrips: Installation fasteners should be a minimwn fb" X 2i" masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a minimum screw embedment of Ii" is maintained in the masonry. Fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C, It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than i" X 2i", INSTALLATION DETAILS FOR '/liON-iMPACT, FLANGE, Sl~GLE I HUNG WINDOWS IN WIl\DZONES OF 150MPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A buckstrip is not necessary at the sill if it is pre-cast. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the window fTame is fully supported by the buckstrip at both the interior and exterior. Ifusing *" thick wood buckstrips: Installation fasteners should be a minimum~" X 2i" masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a minimum screw embedment of 1*" is maintained in the masonry. Fasteners should be located a maximum of 4" from each corner and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than i" X 2t". If using It" thick or greater wood buckstrips (not shown): Window installation fasteners should be a minimum #10 X It" wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimum screw embedment of It" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than ]t" X 2i". Buckstrips should be installed using minimum ~" X 2i" masonry screws, to maintain It" embedment, and be 18" O.C. ~ '~WR (j]AM6Rl(;^" ARCHliECTliRAL ! MA......ut' ACTUR~S ASSOCIA 110N . ME..\1BER. Tampa, FL-(800) 282-6627-www,NuAircom The window depicted in this drawing is intended for use on typical construction. It is the responsibility of others to determine ifit is applicable, Additional flashing, vapor barriers, etc, may be specified by the project architect. Wind and design pressures vary within each state and county, All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements. INTERIOR HEADER .L1 I' .'1'-' << ' '.<J . .~I EXTERiOR INTERIOR · PRESSURE TREATED # ~UCKSTRIP (MIN. 28" AS SHOWN) J ~ SHIM AS NEEDED ~ WINDOW r-7i'-0~ ~ t\}- FASTENER FlLL INTERIOR VOID Wffi1 MINIMAl. EXPANDING FOAM - IF PER CODE I ..~ 1-. " <: . '4 .<;j q ~ . .. .<;j .:q.' ~ '. .A so.. · - - 0'-EXTERIOR JAMBS \r NO FASTENERS ~lL ~GH ./ll r . /I~I~HED l f.f\ (.:~~~~~-:~ ~- , , . <J <1 a " ,'W,r. pouRE!) > . ". a^ CO~~~~IU. <1 ' , <1^ CONCRrn: SIU. <1 v 'v SILL \r It NECESSARY, USE SHIMS WHEN INSTAWNG TO KEEP PLUMB &: LEVEL ~ _ SfALANT BEAD > :0 ~ '~WR (j]^MH<iC"" ! ARCHITOC'TI.iRAL M.A.N\..rFACTliRES ASSOCIA nOM . ME.YWbR Tampa, FL-(800) 282~27-WW'N,NuAircom The window depicted in this drawing is intended for use on typical construction, It is the responsibility of others to determine ifit is applicable. Additional flashing, vapor barriers, etc. may be specified by the project architect. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements. l? >> >> :N :g .. ;0 Q .. .. c ca '? <>> ~ ~ '0 z: , ~ :0 - >- ...J l FlLL INTERIOR VOID wrrH MINIMAl. EXPANDING FOAM - IF PER CODE IF NECESSARY, USE SHIMS WHEN INSTALUNG TO KEEP PLUMB &: LEVE1. f .L. . J.J ...J ~ z: :0 < ~ FlNISHED SILL BARRIER ~ ~ ~~- '" ""'~ ~ ~~ -~ SILL . ~ ~?- WINDOW ~FASTENER - x: < z: z: J.J ...J - .... >> :g N :::l :0 - :0 :.c: g ...J :c - . SfALANT BEAD OSEALA.NT BEAD IF FlASHING IS NOT ADHESIVE Window Installation: Installation fasteners for windows should be a minimum It", 4d nail or 6 x It" drywall screw, with an embedment of at least If'. Fasteners should be located at a maximum of 4" from each corner and 18" O,C. for screws and 9" O,C. for nails. It is recommended that all screws or nails be sealed to prevent infiltration of air and water, Product may be shimmed as necessary. Weatherproofing: Flexible flashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant banier should then cover the flexible flashing at the header. The application of the weather resistant barrier will vary based on when it is installed. If it is installed after the window, it should be tucked under the sill flashing and overlap the jambs and head flashing. ~ '~WR (j]AM".,c,^,. ARCHrECTL:RA.L i ~~~ReS .a . ME..\iaER. Tampa, FL -(800) 282-6627ewww.NuAir.com The window depicted in this drawing is intended for use on typical construction, It is the responsibility of others to determine if it is applicable, Additional flashing, vapor barriers, etc. may be specified by the proje<;t architect. Wind and design pressures vary within each state and county, All products manufactured by NuAir Inc, meet a minimum of 110 mph (R30 DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements, ~ ~~~~~EADER \\'fArriER ^ RESISTANT- -...... v I / ......../ /' A f I ".-~INOOW BARRIER ~r I 1/fJh/-Y FASTENER ~~~- ~J..~ ;.~..,{ff![~(~=E ---" .~, .... ~:."',-" '" HEADER / . II It.. "'-. I RIGID FlASHING'--/ " . "- DRYWALL (OPT., BY OTI1ERS) ,~ H- INTERIOR VI A>~. //jj:~~: I <--~~~~.~ f . '\. I 9 rn-' ~ 1- -.a. \\'fATI-lER '1 ~RESISTANT FLEXIBLE i' BARRIER FlASHING EXl1:RIOR n ,<'~~ WEATI1ER I _....I:;.; c'-"'> ~ RESISTANT-... ~IIIJ BARRIER ~ ~ ~~~ ~'" ~ -~ SILL screw embedment ofi" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each corner and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window, The actual size of the buckstrips should be no less than W X 2 k". Buckstrips should be installed using minimum ~" X 2i" masonry screws, to maintain lin embedment, and be 18" O,C. B I JAMBS PLYWOOD SHEA TI1ING ~Ir-- FlLL INTERIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE -Py- IF NECESSARY. USE SHIMS WHEN ~ INSTALUNG TO I' KEEP PLUMB &: LEVE1. m- . ~ -:- .../_-- ~?- WINDOW ~ FASTt:NER FlNISHED Sti . SEALANT BEAD OSEAUINT BEAD IF FLASHING IS NOT ADHESIVE PLYWOOD SERIES 900 II INSTALLA TIO:-< DET AlLS FOR NON-iMPACT, FIN, SiNGLE I SHEAnilNG & 950 SH II HUNG WINDOWS IN WINDZOl\ES OF \50MPH OR LESS (per FBC 2001) ~~-........... HEADER WEAniER ;::........... RESISTANT- -......... v I / "! /' a / ,1 ".-:'IINDOW BARRIER ~ , I J::.&Abr FASTENER ~Jg~- ~ n.l.~ ;Z:./!!!/l:~ ~E ~ ~I' '.e.' HEADER RIGID FlASHING J ~ DRYWALL (OPT., BY OniERS) JA INTERIOR VJI;"~' /~':;;:. 1<_~_~_<QlL: < -~ '\. 9 ". '\. '\. - 1...1. WEAniER ~ ~ RESISTANT FLEXIBLE 1 ro BARRIER FlASHING n- EXl1:RIOR IBLE WfATI1ER I Ii FlASHING RESISTANT~ ~r ~ JAMBS ~~_ ~t~~ _ ~. 1~~~=wER SILL FlLL INTERIOR VOID Wffi1 MINIMAL EXPANDING FOAM - IF PER CODE IF NECESSARY. USE SHIMS WHEN ~ INSTALUNG TO , KEEP PLUMB &: lL\IEl.. FlNISHED SIlL . SEAlJINT BEAD OSEALANT BEAD If FLASHING IS NOT ADHESIVE Window Installation: Installation fasteners for windows should be a minimum l!-", 4d nail or 6 x I!-" drywall screw, with an embedment of at least I!". Fasteners should be located at a maximum of 4" from each corner and 18" O.C. for screws and 9" O,C. for nails. It is recommended that all screws or nails be sealed to prevent intiltration of air and water. Product may be shimmed as necessary. Weatherproofing: Flexible flashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header. lbe application of the weather resistant barrier will vary based on when it is installed, If it is installed after the window, it should be tucked under the sill flashing and overlap the jambs and head flashing. ~ '~WR (j]AMEHlCA" ! ~~~~ ASSOCiAOOl\ . MEMBER Tampa, FL -(800) 282-6627-www.NuAircom The window depicted in this drawing is intended for use on typical construction. It is the responsibility of others to determine ifit is applicable. Additional flashing, vapor barriers, etc. may be specified by the project architect. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind load requirements (per AA.IIJA 101); please check local building codes for exact requirements, FLEXIBLE HEADER PLYWOOD SERIES I FlASHING~ SHCATI1ING A02/3 A TW \\'fATI1ER ^ WINDOW "'~~-~. q W~""'"'' ~~- "- I.I-!; 77/~ WOOD ,I . \.;,\,,:.<(,:::':~"I. "-~~ RIGID FlASHING J . '" (OPT.. BY OTI1ERS) '-- DRYWALL 'TT1\ INTERIOR -~~:--=~ /~~ ,,' - J ,: ~ V' r- .c / FlLL INTERIOR VOID wrrH MINIMAL EXPANDING FOAM - IF PER CODE IF NECESSARY. USE SHIMS WHEN INSTALUNG TO KEEP PLUMB &: LEVEL < I. --'\-_~___C .. '\..- . "-~IBLE FlASHING EXl1:RIOR JAM BS \r FLEXIBLE ./ J.. FlASHING f 1 WfAniER l , RESISTAN1.:~ ~t ~ · BARRIER ~ 1"'- -:::-=-~ EXl1:RIOR:]i"'- -I ~ FAC4DE ^ Nm:2b-~=ER SILL FlNISHED SILL . SEAlJINT BEAD OSEALANT BEAD IF FlASHING IS NOT ADHESIVE IMTALLATIO:-.l DETAILS FOR NON-IMPACT, FL.'I, A\V~f:\iG WINDOWS IN WINDZONES OF 150MPH OR LESS (per FBC 2001) Window Installation: [nstallation fasteners for windows should be a minimum I!", 4d nail or 6 x It" drywall screw, with an embedment of at least It". Fasteners shou;d be located at a maximum of 4" from each corner and 18" O.C. for screws and 9" O.C. for nails, It is recommended that all screws or nails be sealed to prevent infiltration of air and water. Product may be shimmed as necessary. Weatherproofing: Flexible l1ashing should be installed in a weatherboard fashion, The top layer should overlay any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header. The application of the weather resistant banier will vary based on when it is installed. If it is installed after the window, it should be tucked under the sill flashing and overlap the jambs and head flashing. ~ '~WR (j]"'\1ElUCA-' ! ~~=.~ ASSOC'lAT!OI\ri . MHMBI:::R Tampa, FL-(800) 282-6627-WWW.NuAircom The window depicted in this drawing is intended for use on typical construction. ft is the responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. may be specified by the project architect. Wind and design pressures vary within each state and county. All products mani.lfactured by NuAir Inc, meet a minimum of 110 mph (R30 DP) wind load requirements (per AA.'1A 10 l); please check local building codes for exact requirements. FLEXIBLE PLYWOOD SERIES 900 I FlASHING-........... HEADER SHEATI1ING PW & DPW WEATI1ER ~ WINDOW RESISTANT- -....... v 1/ ......../ /' a/ j......---FASTENER BARRIER "'-.lJ I /:/t1I!--I ~~~-~J.~..~::,~'~~ =E _" ~. ".e . "'-. "1 HEADER RIGID FlASHINGJ ~, '- DRYWALL (OPT., BY OniERS) : ---!'i'lr- -~NTER12-R :\'. ':~~:I! - FlLL INTERIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE IF NECESSARY, USE SHIMS WHEN INSTALUNG TO KEEP PLUMB &: LEVE1. < --~.p I -,\~---Q- ~~. ~fAniJ: FLEXIBLE ~y- '\ RESISTANT BARRIER FlASHING / J EXl1:RIOR FLEXIBLE \\'fATI1ER I F1.ASHING RESISTANT --.. ~. ' I , , BARRIER ~ EXl1:R1O~ _ "'" '. ~ FAC4DE '\ ~ - ^. SILL FlNISHED SIlL . ~ -:-....7...-_ ~?- WINDOW ~FASTENER JAM BS . SEAlJINT BEAD OSEAUINT BEAD If FlASHING IS NOT ADHESIVE L'ISTALLATION DETAILS FOR NON-IM.PACT, FI:-<, FIXED WIl\:DOWS IN WI~iDZONES OF l50MPH OR LESS (per FBC 2001) Window Installation: Installation fasteners for windows should be a minimum l!", 4d nail or 6 x 11" drywall screw, with an embedment of at least I!", Fasteners should be located at a maximum of 4" from each corner and 18" O.C. for screws and 9" O.C. for nails, It is recommended that all screws or nails be sealed to prevent infiltration of air and water. Product may be shimmed as necessary. Weatherproofing: Flexible flashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header. The application of the weather resistant barrier will vary based on when it is installed. If it is installed after the window, it should be tucked under the sill !lashing and overlap the jambs and head flashing. ~ '~WR (j]A.~C.lCA' AACHIT'CCTlJRAL .. MA~U}"AcrvR.ES a ASSOClAilON Tampa, FL -(800) 282-6627-www,NuAir.com MEMBER The window depicted in this drawing is intended for use on typical construction. It is the responsibility of others to determine if it is appI.icable, Additional flashing, vapor barriers, etc, may be specified by the proje<;t architect. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements. SERIES OH2/3 HR ~:,I ~...~ EXTERIOR~ I~IOR · PRESSURE TREATED XUCKSTRIP (MIN. 28" AS SHOWN) SHIM AS NEEDED WINDOW FASTENER PiNTERIOR -... . . ( '. - .... '.,:: III ~ l7), , I/h . ..-. . : <;j 'l'/.tI oq :.'~. - ~ooiRIOR ~ "" . ~ FlLL INTERIOR VOID WITH MINIMAl. EXPANDING FOAM - IF PER CODE JAMBS ^ bd'~ NO fASTENERS niROVGH SILL k:;: ^ ~ IF NECESSARY, USE SHIMS WHEN INSTALUNG TO KED' PLUMB & lL\IEl.. I" '..~ . !.-- f:.----- (-.':':''''''',:..,:,' f~ 'a . , ,<J '<1 <1 > . . . PI'lE-CAST " a^ CONCRrn: SILL <1 V ~., ~ . . . 'f..A! POU~ > , . a^ CONCRrn: SIlL <l v . SEALANT BEAD I SILL ~ '~WR (j]^''''iC^" j ~. N~~~~ a ,\S5OCI^ TlON Tampa, FL -(800) 282-6627- www.NuAir.com MEMl!CR 111~STALLATlON DETA1LS FOR NON-IMPACT, FLANGE, HORlZ. ROL-l II LER WI1\DOWS IN WIKDZONES OF 150MPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A buckstrip is not necessary at the sill if it is pre-cast. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the interior and exterior. If using i" thick wood buckstrips: Installation fasteners should be a minimum ~" X 2t" masonry screws, installed through the window and buckstIip, into the masonry. Window may be shimmed as necessary, provided a minimum screw embedment of It" is maintained in the masonry. Fasteners should be located a maximwn of 4" from each corner and maximum of 18" O,C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than i" X 2!". Ifusing I~" thick or greater wood buckstrips (not shown): Window installation fasteners should be a minimum #10 X I~" wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimum screw embedment of It" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each corner and maximum of 18" O,C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than I!" X 2!". Buckstrips should be installed using minimum rt;" X 2t" masonry screws, to maintain It" embedment, and be 18" O,C. THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST RouQh openings o.re 1/4' sMo.ller on eo.ch side o.nd 1/4' sMo.ller on the heo.aer tho.n sto.ndo.rd TherMo. - T ru rough opening diMensions, Use only 0. Mo.xiMUM of 1/4' thick shiMS, Predrill the ja.Mbs a.nd hea.ders using 1/8' drill bit, Predrilling Increo.ses structuro.l perfOrMo.nce, Use only 2-1/2' wood screws (#8 o.nd #10) when securing the pre hung fro.Me to the rough opening buck. Drywo.ll screws, deck screws, a.nd na.ils a.re insufficient a.nchors, a.nd should not be substituted for wood screws, Be certa.in of the nUMber o.nd plo.ceMent of o.ll screws securing the fro.Me to the rouQ,h opening buck. Consult the o.rchitect or engineer of record concerning fo.stening the buck to the rest of the building structure, CONTRACTOR TO PROVIDE A 1 x PoT, BUCK STRIP CONT, AT OPENING SIDES AND HEADER, ** 1 x BUCK STRIPS ~ILL BE ACCEPTABLE PROVIDED THE 3/16' DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHO~N, THE T APCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME" 1 x P,T, BUCK STRIP AND HAVE A MINIMUM OF 1 1/4* EMBEDMENT INTO THE MASONRY JAMBS, lbe window depicted in this drawing is intended for use on typical construction. It is the responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. may be specified by the proje<;t architc<:t. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. meet a minimwn of 110 mph (R30 DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements. SERIES 900 I INSTALLATlON DETAJLS FOR NON-L\1PACT, FLANGE, FIXED PW & DPW \\olNDOWS IN WINDZONES OF 150MPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. lbe exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A buckstrip is not necessary at the sill if it is pre-cast. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the interior and exterior. If using i" thick wood buckstrips: [nstallation fasteners should be a minimum r?;" X zt' masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provide.d a minimum screw embedment of It. is maintained in the masonry. Fasteners should be located a maximum of 4" from each corner and maximum of 18" O.c. The actual size of the buckstrips should be no less than i" X It'. Ifusing I!" thick or greater wood buckstrips (not ShOl'ol1): Window installation fasteners should be a minimwn #10 X I~" wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimwn screw embedment of It. is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. The actual size of the buckstrips should be no less than I~" X It'. Buckstrips should be installed using minimum r?;" X 2t. masonry screws, to maintain It" embedment, and be 18" O.c. HEADER ....... ~~IOR . ':"~<;j~ <7W~ "'l ~ " ~~.' . - - V-EXTERIOR ,. L1 <" '.<J . EXTERIO:~ , '"", ,'~ .7 I r ~. INTERIOR I'''~ PRESSURE TREATED ~l\. BUCKSTRIP (MIN. 23' AS SHOWN) SHIM AS NEEDED WINDOW fASTENER FlLL INTERIOR VOID WITI1 MINIMAl. EXPANDING FOAM - IF PER CODE JAMBS IF NECESSARY. USE SHIMS WHEN INSTALUNG TO KEEP PLUMB &: LEVEL NO FASTENERS niROUGH SILL . SEALA.NT BEAD ---' ,V- /:1 / it rea.' ,;.;~~~~~~~ f.'~///~ ~ , . <J ~ a 4__ , , ' . PI'lE-CAST ? '" tl.AT. POU",~;> " a^ CONCRrn: SIlL l ' . a^ CONCRrn: SIlL I I v I I v SILL I _ft 6'L _I .3..' .h' 6' , rt fr -, ~ ~~ I -16'6L-.!.11 II ~f'~ 3:' ~t-rr ~,rX- f/ , ;iff tt'~ I -16' 6L I I I I 1 I I 1 I I -16' - --' ---' ..,....- SPAC~ EVENL Y ---' -:-- SPACE EVENL Y - - 6*T -I ~t 6' 1- j 6' 6,rll I ~l :r~l 6' I I I-J6'6LIII II 11111J6' .~ ~lr J:nm !~ ~~~ l' e,{., SINGLE DOOR SINGLE DOOR 'vi SIDELITE SINGLE DOOR 'vi I SIDELITES ~j'~ ttiR (j]~~~~~ , ~ ASSOCLA nON . ME.\otBEJl Tampa, FL-(BOO) 282-6627-www.NuAir.com The window depicted in this drawing is intended for use on typical construction. It is the responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc, may be specified by the project architect. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind load requirements (per AA.'vfA IO I); please check local building codes for exact requirements. I SERIES 200 I HEADER & 500 SGD A ^ r0W/~ 0~ (//~ · / / / / g. 'I) J / / :Ij/ INTERIOR If SERIES II INSTALLATION DETAILS FOR NON-L\1PACT. FLAKGE, AWNING I A02/3 A TW II WINDOWS iN W1NDZOl\ES OF 150MPH OR LESS (per FBC 200 I) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening, A bucks trip is not necessary at the sill if it is pre-cast. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the interior and exterior. If using i" thick wood buckstTips: Installation fasteners should be a minimum ~" X 2i" masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a minimum screw embedment of Itn is maintained in the masonry. Fasteners should be located a maximum of 4" from each corner and maximum of 18" O,C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than i" X 2t". If using I~" thick or greater wood buckstrips (not ShOl'ol1): Window installation fasteners should be a minimum #10 X I! II wood screws, installed through the ""indow into the buckstrip. Window may be shimmed as necessary, provided a minimum screw embedment of It" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each comer and maximum of 18" O,C, It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than I!-" X 2t". Buckstrips should be installed using minimum r?;" X 2t" masonry screws, to maintain It" embedment, and be 18" Q,C. EXl1:RIOR ~~E <~~ "/ ~ ~// ~~ ~~~ :: ~.. AfTER < ~ INSTALLATION, SEAL H JAMBS HORIZONTAL JOINT~ I / / BEfWEEN TRACK / / AND JAMB IT ,.. EXl1:RIOR ~ . SHIM AS NEEDED . ~~ ~1 ",,'" l ~ ~1 ,. i .. " , .: -----^ _ I I ~::~H v- !~ MINIMUM li" RECOM- MENCED ..........l --r H ~ FlLL INTERIOR VOID Wffi1 MINIMAL EXPANDING FOAM - IF PER CODe: A IF NECESSARY, USE SHIMS WHEN . INSTAWNG TO _ <l KEEP PLUMB &: ^LEVE1. TRACK v a' ,<1 . SEALA.NT BEAD --Py' ~ '~WR (j]A~>:lUCAN ! " RCH.mcrvul MANlJ~' ACTU~ ASSOCIATION Tampa, FL-(800) 282.6627-www,NuAir,co: MIl"""' IKSTALLATION DETAJLS FOR NON-iMPACT, SUDING GLASS DOORS IN WINDZONES OF l50MPH OR LESS (per FBC 200\) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening, except door sill. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable iftbe door frame is fully supporte.d by the buckstrip at both the interior and exterior. I ~ ;iHlt~: 6'L III II ~ ( 3' 3' 1 1 I I tr I U66 l' f-r 6'L _I -3-'l -, I 4 - --' SPACE EVENL Y - --'.. - --'I"' SPACE EVENL Y --ip If using i" thick wood buckstrips: Installation fasteners should be a minimum r?;" X 2t" masonry screws, installed through the door frame and buckstrip, into the masonry. Door may be shimmed as necessary, provided a minimum screw embedment of ]t" is maintained in the masonry. Fasteners should be located a maximum of 4" from each comer and maximum of 18" O.c. The width of the buckstrips should be no less than the frame frame of the door, ~ 6t:~1 ~l -r- '~ 6L'"'' , 3'lr~k ~ ~1 t~, DOUBLE DOOR ~ I SIDELITES ~ ~I I ~~t~~@6' ~~! 1- 16' ~~ 13' 1 <> <l lfusing It" thick or greater wood buckstrips (not shown): Door installation fasteners should be a minimum #10 X I!" wood screws, installed through the window into the buckstrip. Door may be shirruned as necessary, provided a minimum screw embedment of It" is maintained in the buckstrip. Door fasteners should be located a maximum of 4" from each corner and maximum of ]8" O,C. The width of the buckstrips should be no less than the frame frame of the door, Buckstrips should be installed using minimum ~" X 2i" masonry screws, to maintain 1*" embedment, and be 18" O.C. DOUBLE DOOR The door depicted in this drawing is intended for use on typical construction. It is the responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc, may be spe<;ified by the project architect. Wind and design pressures vary within each state and county. All products manufactured by NLiAir Inc. meet a minimum of 110 mph (R30 DP) wind load requirements (per AA.'vfA 101); please check local building codes for exact requirements. I SERIES 200 I & 500 SGD FLEXIBLE PLYWDOD SERIES I INSTALLAT10N DETAlLS FOR NON-IMPACT, FIN, HORlZ. ROL- I FlASHING--............ HEADER SHfAnilNG OH2/3 HR LER WINDOWS IN WI~DZONES OF 150MPH OR LESS (per FBe 2001) WfATI1ER ~ I WINDOW R~~~-~U'/ . ~L FASTENER ~~~-~ II.i.~d,:~:,~~1> ~E ~ ~. '. . HEADER RIGID FlASHING J · · ~ DRYWALL (OPT.. BY OniERS) ~ ___ ~1lI~ Do INTERIOR ~p'. .~ ^v '~: :: · J7l ^ <",-. > i --'\.~----Qtl ~ .~ < ~~:~sq~ a.""", """" bd ' F1.ASHING EXTERIOR FlAS:i. I ,.. JAMBS R:t~~-- ~ HEADER ^ $J3a~ ~ . . INTERIOR h 1 !."/~'" l :,f J <~~.,. ~___ -::-^v- i ~ --yo Iii,:" rl:t-, -::/"./ JAMBS ' : -~ .:: """'^~. ""- H n 11,1 HORtZONTAL JOINT~ EXTERIOR BETWEEN TRACK AND JAMB ~ ~ ~ ,~> t' ~. <l FlLL INTERIOR VOID Wffi1 . . IF1EC~. MiNIMAL EXPANDING FOAM '" , a USE SHIMS WHEN - IF PER CODE , INSTALUNGc~~O KEEP PLUMB &: . - v TRACK INTERIOR SHIM AS NEEDED MINIMUM 1i" RECOM- MENDED ,., -;-1-- . SEALA.NT BEAD ~~'~ ttiR (j]~rrfc= , ~ ASSOCtA TlON . MtMBER. Tampa, FL -(BOO) 282-6627-www.NuAir.com iNSTALLATlON DETAJLS FOR NON-L\1PACT, SLIDiNG GLASS DOORS IN WINDZO:-''ES OF l50MPH OR LESS (per FBC 200 I) I Sliding Glass Door Installation: Installation fasteners for jambs and header should be a minimum #10 x ]!" screw. Installation fasteners for the track should be a minimum I!" masonry screw. All fasteners should have an embedment of at least It". Fasteners should be located at a maximum of 4" from each corner and 18" O.C. for screws, It is recommended that all screws be sealed to prevent infiltration of air and water. Product may be shimmed up to i" if necessary. & CREATED 01-02-02 120 SEC. MPH GUST 3 r " D E DAN5CO ENGINEERING, FA.. P.o. eox 3~ - APOLLO BEACH - FLORIDA - 33&12 ~ - (813) 645 0166 FAX - (&13) 645 cabca& e6 4510 f(;\ THESE DRA'MNGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P,A. AND THE ~CUENT ON THIS PRO..fCT. ANY REPROOOCnON OR UNAUTHORIZED USE IS PROHIBm:o - 2003 Weatherproofing: Flexible flashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant banier should then cover the flexible !lashing at the header. The application of the weather resistant barrier will vary based on when it is installed. If it is installed after the door, it should be tucked under the sill flashing and overlap the jambs and head flashing, LENNAR ~OME5 8CALE NOTED DATE 01/02 TAMPA DIVl610N DRAUN B.V. The door depicted in this drawing is intended for use on typical construction. It is the responsibility of others to determine if it is applicable, Additional flashing, vapor barriers, etc, may be spe<;ified by the proje<:t archite<;t. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. meet a minimwn of 1 10 mph (R30 DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements. DOOR. WINDOW INSTALLATIONS \.. DE Joe NO. PM - &021 ~ &DW2 -N ;:.- .~ ~ ~ s 00 o S ..... ~ II'l ~ o t ~ A ; ~ i9 ~ <j',' ~ i ;:... 8 N f3 ~ ~ ~ z :lVI{II\I.C. H."'r1"I~U IWflllll,)., OPTIONAL 16 \7/16' MAX. TYP. AT HE'AD/SllL see COLUIiN 'A' FOR , NO. or ANCHORS ~ AT H!:AD OR SILl. I --..... 2 J/J," MAX. TYP. AT HEAD/Sit!. CORNERS .... 4" MAX. HellO/SiLl. ~\ ..... - ii i~ , :: :~~r =:::==~===::{=::== 11 /., II r-- .//, ---" /.?,~ :=:::: __H. dt> OSlJ-IINH. ==== ClASS ,,-- !! H 11 !! · H ill ~ II II II II ___J./____JI. .._~ ---rl----"I,..---~ II .I' II@- II ./ /. E - 11./.:/1 ==::tl~~~~~:::==:: 11.//.. . OSg..,AJUl" = ClASS I ::::: ~!" [. II 11 a II bd ..0. ifiO 1'1~ "of' C , i ~~ I S: s~ :1 ... ~ ~~ @- ~ 0 ~ ~a -]"l;3 , ~ ~() ~. .~ ~ - ! i I 1/ I 33 5/15- D,l. OPG. 3G 1/4- ~Nr wlom 'k' ?~. WINDOlY Wll>TH I I 33 1/1+. D.t.. OPG. ~g ~! ~~ !< TTPfCAl EI EYATION TESTED UNIT I '. 1/J ',,, ~ ,/, ffi 'Ii' .f;.. ~(J .fl. ~i~ *' XQ" . ~ ~!BY OR 2&'( ....oon B\K:i($ , . .. . :.:-:,' . '. . ~ , ." . .... . It. . . . .,. ". ,.. · . '.4, - ~ ;':.:, . 4 ": . .' ." \ I :. ... I . .:a~ . .,' . .' ..', ., ..' I .~ ,. ......' ___ ~. .....or.. ..,. ~. , " .,.. ~"'\f: ~ '-. ". .....,',',', ~ 1'".\':t~;oI ~ - Of .,..... "~ ~'!~..,t..,',:J .--- ~~ '--671 ._ ~~ rjf r.., . ~ ilL ca; ;r: f-@ CD--~ 0' I- ~ G 0 ~ O-l ~ ~" W ~f ~ 11 . . r ' ~ il ~ ~ , y I ..... " @ jlJ .~~~@ I 1>>-= ~ '-,;- ~ ~ I @ Wi...... - . '~~~,.~~ W2"'----; ~ ~ -(9) .- . Of t .-.' /"'.. 'W ~.~.; ....J .' . I' I. '". · I , T!P"~ ~c~J / ~ ~oo D ~, I , ~~J - "",I' :'.1 ~l ~, '. , ___ ___ ---r ~ ~~ .' i/I "" .. ,/___.... J IEJ'l' OR 2.6'1 U?ICM" ~NCHOA~ ---...--...-......-- WOOl) elJcl( . 1-1.1J7!S- r 1,~e~"I I \ :l I I e,COO I ~ r u' rr .r.'l.. fi1 ~ WIg. ~. -. I e,Ie6 L' 050 1.126 ~] TYP. -..J II_I,OHJ. .'106 L. I i .osa TYP. DkaI~ ,496 I " 1.937 1...-1, ..; .7.9 L fRAME JAMB FRAME! HE:AC :~~ J~ ~ ll~ -1,343- - .eta - I i L-Y-T .3fL- ..~oo ..:-1 ~L tyPo - m~ , r ~ ~ 062 2.0&i! e,56e -,r T'!? J lItu @ , L lG?5---. VENT TOP IBOTTOM RAIL FIXE!) MtO. RAil CORt;f:R ~w ...!:: f~ ~~ FRAME 51!.\. r.-bfJ92al I --r I.O~S ~'993 L ' .050 rl.43a, ,7~1I .t? ~ :-;;1 I II -wt.1 r- ~ 1.610 .6S6 ~I I 1---- ~~ L,.oooJ r1.63e- . '1 .7G1 r' .: \ [!t:1 . r-- I --r. .923 ,71fJ L-. I .06a JL J . -L.1.O'il4' FIXED MfG. RAlL MEETING RAIL SI!.l. TRACK XO OR OX SIZES WJNDOWDJMS A DSB-ANNGLASS WIDTH HEIGHT uxr. (+) INT. (-) 4 50.0 67.0 4 50.0 67.0 6 50.0 67.0 6. 50.0 67.0 6 50.0 54,2 4 50.0 Q7.0 4 50,0 64.9 a 50.0 54,3 a 48.8 4fJ.a 6 42.9 42.9 4 50.0 61.0 4 50,0 50,7 6 36,S . 36,S 6 36.1 31M 37" 4 50.0 . 61.0 53-118" 2G" 6 50,0 67.0 .1411 G 60.0 50.1 37" 4 50,0 58.6 53.1/&" 38.3/8" 6 50.0 50.1 74~ e 39.6 . 39.6 31" 4 45,0 46.0 53-1is" 60-S/81' 8 36.1 38.1 A ~ NO. OF ANCHORS PER HEAD & SILL' SERlgs-ssoo ALUM, HORlt. SLlOING WINDOW . POMPARATIVa AN~LYSIS CHART; . . BASED ON FTL -1130 OF 01-21.95 TeST sIze llt 72." X 4811 (OX) DESIGN LOADS =: +50.0.. -43.3 PSF WATER INFI!. TRATION teST!::t 1.5 PSF lESTl:D GLASS:;I osa ANNIMLEO , 241/ 3611 48" 60" 7.2" 24" 24" 361. 4811 60" 7.2u 36'1 241' 36" 46" 60" 4B" mil 1 2 3 4 5 G 7 a 9 10 11 la 13 . 14 19 '16 17 lit . 19 ta 21 ea pJJl1 I t.-7:53 1.-761 L-761) 1.-1~4 L-71a 1.-7S1 1.-7::36 t.-767 F'S~OO& QVANf11"i J 1 il 1 1 'eI vmr I ' AS RGo. AS RtOo. a /\!if RtOll. AS ReO!). At RtOD, At RtOIl. t.--7'10 1'''$-003 . FVS.OOS P\lNl04 L-72a 1..-763 1.-164 . 1.-1'6a 1.-741 L"?se3 61 VENT a . 2' I 21 VtNT i! @) ,.. veNT 'Jl.DTH lB\" em aB'( ....OOD BUCKS- 21 ~~ D.L. OPO. ~...-1lI_ tjOTES; I. TH13 PROOUel' IS OESIGNEO AS PER THE SOlliH FLORIDA fll.llLDltlO CODIt 19U EDmon fOR l.llA\(HW)E COVmY OR zoot MAleA !rullOlNO coDe. . ALSO FOI\ \'I1HO LO.4DS ~. PER ASe~ 7 USINO COflllESPON!1IHO LOMit. e. WOOD BUCKS rit OTHEM, Must at ANtH01U;O PROPERl.Y, TO iPJ.tmttt LOADS TO '!'He: smuCTlJRe. . '. 3. ANCHORS SI.(AI.L a!t AS usn:". 5PAC&:O AS SHOWN ON DETAlUi, ANCHOR EMBEOMENT TO BASe MAttA!A!. SIiA1.t. aft SE'fONO WA\.t. ORES SINO OR STUCCO. DESClUpt!O~ w,milJ..f. MANF.ISUPi'U'~/REMAl1l\S f'RAHll: !<<AD &Q&1.T5 .. rAAlit SIll. 6063-15. . F~AHt JAHI 60&3-T6 - F'1Xtl> RAn. 60&H& .. VENT !lEtHHa RAl!. 6063.T6" TO? AND DQrlOli RAIl. 6063-15" JAHS STILE 6053-T6 .. c.t.AIlNtl StAll . ALUHIH\JH ROl.1. roll~tlJ fRAHtlvtlir AutHSl..,. $CRt\lS '" " a x 3/.4' P.H. PJ1lLI.t?S n)(. R^,l. SI!.1. SCRt\lS - I a l< a' P.H. PHll.\.lP~ VtHT JAMB RAIl. 'J'STRlfPING VINYl. t/4' DfA, 1l\Jt.8 FlU SeAl. \(CAlHtR$T~II'i'1NQ" .197' lC ,aw ooeO-6001..9) Flit st:AL ....!A'WWTlllPPrnG.. .t9?' lC .350' C7e3400600l-?) . FIN StAl. "EATHERSTfUl'fluq ~ ,11)1# lC .~w <79~.6~Ol~'il) .. VOir YAct GUIDe VEtil ROl..!.t1t HOUSING VENT ROI.W/\lHtEI. SIll. TFlACl< INSI:llT VOO LATCH voo l.ATCH SPRING Pl.r\ST1C PLASTIC llRA~S 6~.16 ~63.T& .. AT a-lIa' FRDIi tHIlS (. HIDSPt\~ A't EACH EN!) @ AT a' FROM ElIllt - . @ ~nPICAt. ANCHORS lIof' SHIH tlA}(, . , ,4. ,4 .~ t ~ t..~ .~t. ~ 3~ . , ',,;1- . APPRQYED CONFIGI,IRe,TIONS ' CLASS WIDTHS TO BE EQUAl. ON MOVING ~tjD F1XEO UTES " m WOOD "BUCKS Nor BY LAWSON INDUSTRIES, MUST SUSTAIN -TYPIC"L ANCHORS LOAOS IMPOSED BY GtAZINO SYSTEM AND TRANSfER. THEM TO mE 8U1l01NG STRUCTUR~. TYFICAt' ANCHORSt SEE-. ELe.1./CHART' F'OR SPACING , ~/16" TAPCONS 000 2BY WOOD eucxs OR WOOD STRUCTURE I" MIN. PENETRATION INTO .WOOO THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTlY INTO MASO~R'f '...,/4" MIN. EMBEO INTO MASONR'f . . ~EAtANTS~ ' . tACH VENT CORNER StAL~O WITH WHITE CO~OREO SeAlANT. ~ 'WEEPHOLES.1 ' WI ... (l,.t/alf )( 1/4" DRAIN HOLE) AT 1-3/4- FROM EACH ENO W2 =' l'" l< 3/1!l" WEEP HOLE) AT 2" :ROM EACH END O~ V!Ni r--- \7 ~ 1\ t....:_ ~jJ '\JD 14 ~r _..____...5-y IV J @ ..c ,.. ~~{]23Y_____ .:/ , ~~~, ,/ .dP ,,/ h . ..' . ~~" , ~// ) ; f't?AM~ m? COR~Efl ::;) 4 EXTE~IOR VlNDD'J ....lDTIi Zo'T lco\YO u:r me OPPOSI~ J ./ - _ROll. FORM EO ,41,UM' G.WINO BOO -Dsa ANH. GlASS AOHESl\lt ' "~EOD~O COMPOUNO 1/" '\!\ · /t~~) , ,"\t pL~ZrNG JIEl'Alt. t ". rr:,~:J ,er;-l~ t ~j ~6 L!'-I J ~i.ooa JAMS STIl.t: ._ I". .. .... . - . .' . ... ~ .;..- - ce.. ^ tJf .. ." . ,II. , .~ :.-:.:..:... . ,'7'... (I" . , . , . of" ". ". J . !'\~ . 4' , \ ,II., I tI,' .. ..;.~,~ "'. .. I . ..... _!...-~ . . !.J.r.lVtr~.', ,i:t .. . t."1:11.~.::.~ r ,.~., D.1.,OPI1. ... I. t.. a' ". . ~ +-i .f(' ,- I ! I.d. A' ' ~~' '. y...... ~ . ,'t~tf1 ~OP/aOlTOM COeNE~ ~~J. ~' /' ~ ~ ~!~ . · i2 V ,,'. , ~/.', .t FRly~ BOTTOM ~RNER - . -...0. ~y P'<;15lI' ii-$ ~ ~, ,/ " ~" II 1~ S,H.S . Hi" MIN. WOOD EMsro ....~ S 111" FROM corU;EAS to (!ll MIOPqlNT 2 lC tp;r.l WOOD autt< . NOT 8V LAWSOlf IND. MUS r sun AIN IMPOSEO I.OAOS --:- 1/1." \ SHII1 HAX.- - 3/16" ANNeALED GLASS FIN FRAME 2x WOOD BUCK HEAVY DUlY RAIL TEST UNIT PERFORMANce SUMMARY -~. --" $Hj~" r1t.g.. -=- ., ............... ,~ ~ ,U~7" LICIP,T.l '/\ I . t WOOD BUCK 0@f ,: 'cD. . -cu^,~ ADHESIVE 3/W'''AHN, BEOOING COMPOUNO OloM I .. 'I ~ll~~tt'~o . :i 1/ r'~~ ~ ''9'( r \V I ," . CLIlAR ADHt:SIVt afOOll'lCl ~OHPaUNOZ .-3/W'-ANN. . GLA$$ 12 @ ~b t.lt~" . -1110 S.I1.!. ,~. MIN. WOOD EM8EJJ StE SCHEOUU BEI.OW FOR ANCHOR SPACING ITyp,l ". ~ J. il ll5 \ / )\ v "Jk!l!Jl \ ....,,-~ - It,,~ " ~ AEFGRENC~1 FTL~le9' IZ-U~97 TEST StZ!;.',. 51.~lIa" x 75-112" UST LOADSI .94.S, ~94,5 PSF ~~Si~~ ~,1EfAATION.~i~T;6::g ~i~ TESTED (jLAl!SI3/1&.kA~N~e,lm MAX. JAHB SCAEW SPACING. 15-3/4" It. ,e~]/t." ~ I t.ln- 2.250. " .~ . @ .315" OLAZINO DEPTH ISln, WINOO..... WIOTH NON..IMPAOT RESISTANT' --"'" .. '5 -. PLAN VIEW .- =o~':r ~ 10 'i~ =:If. I, HEAVV OU1'V II HUTING RA'I. WINOOW WIOTH . , .\ .... i N.T,I;, 20~~/U~ ITYP.I f'j\\ I ~~1I2" MA)(I-I-- \C) I ITYP.J .. J , 3I1S""ANNeAlEO ~.!-ASS.HO ~AIL WINDOW oOMPAAAnVIit . ANALVSIS OtiAAT \W:O(lW DESIGN LeAD olMeNplONS 'OAl'ACIlY. PSF ~.I?!..~ tltl~!!! POSITIVI I/(<1ATIVI ""Cllnl bMtlon' ''''(11 6),1 $lU 1'24:';2' 26 tt ','i:;.... iiz.c.' 1 3; ", UI . ,ill .Hti'ii~"" 'si~;ja' I . ')~3 he:. It-tl' tU uu u.,ii' n-)IO ,.. I',] m:", " tU'3,"l' tS1 UUt'j:," ;~i, . I . .... h .. .. . "..U" I U.III 6U '00.4 ".flO " "oJ S16.l is:',,j' l~.5/a .., 6j:iM~' 'Cliei', "u.;rH ~. .. ,,:; . .. .. 13"0' ., ii.". ...,;:,.... . If iJili". If. fill 0),) 203,4 ii:,,; " " ;i:,"'''' . 'i.'.:, ''')1 . 161 . 6U ., ',il'i . "Uti utl'llt"' . , . ... n.'I. ",J . '6.' \,.,,, A',' 1149.1 ';,:j,i 6J '''','J,; i".2 . ,i" 17' I' '6':, II' .. '''l.;;~:i ..u,.... . 51-II' n 1 1U .!~:.I!~ 61.1 IOU U~l(% 14-"4 . 6iJ "0 '"'Ti,.1" it 1TI" ,i.i n.s . '.. . "fi"'t'~ . u"lIe 6U. "'. lilt. lit PAlltNl'HUiS IIIllltAUS tlo. Ill' ANClfl.lAS p~ l~t\lJ 3-:Ur.,'" ~ tT YP,) 1 ~ I~ !J ~~ eo ~ . r @~~. <to ::I'- ~. ~ o. .G1S" ;!, a~ ~! ~~ ~1.1 ~~ :4 Ji-l ~:'2. ITYPJ. . - 6~fl2" HAl<. IT'l'P,J .. i / ///' //// ~./ "I' .J ..J I~r 'tr . I~~ ~2~" I. ."1\ '@. ~ 2.299 @ ~ ~~~aHT 5 ___[1/4" MAl(. SHIH -- '-. ~:>< A .~r 0 ~I 11 .. 16 I( S 2 . .11i\ . ~ 1/:" 1~S.H,S" . .181" . 111." MIN. WOOD tHeED r- n (iI S..1/2" FROH CQRNE.qS .1...-. . &r!PI MIDPOINT r I ,I ~ / ~ ~f~/ ~'~~ ~~ ~'lf It 10 S.Ii.!!. llA," MI~. WOOD tM8!D (iD S..1I:r' FROM CORNtRS & (iD HIOPOlln l211IP,T.I' WOOD aUCK t.B?!l" Llt,~.T., WOOD BUCK - HEADER & SILL SEOTION . .... b... !_ ALT. SILL. SEOTION ....---'"--.... ." ElCVATION fiN FRAMe SINGLE HUNG WINOOW " ,NOTeSl 1 THIS.WINDQW S\"SrtH IS OU1QNEO ANO TUTED TO (OHPL V WITH THE RtaUIRltMENTS OF THIi ,nt. CAC! CQUNTY I!OlflON Oil THE SOUTH PLO~IOA Bl,I/LOINO C:O/)f: 19.Jl.!!.1:.1 CHAPTt:R 4. CHAPTER 2). CHAP TEA U. UNOlR THI SPIlCIPIC CONOITIONS SHOWN ON THIS Dll'\WlNCl. l. Z Ie WOOD DUCKS SHA!.L Be INSTAl-LSD n%r'BV !.^WSO~ INII.J AND ANCHOREn so THAT TH! GUIlQINQ I'lESlS1S THe SUPiRJ/1POSlQ LOADS II'f ACtOROM1CE WITH RIQUIRE11EHU OP '99t. s,p.e.c. . ) ANCHO$t OdCR10EO IN THIS LAYOUt ARE AS PER TES'I' UNlr. OtHl;:R . . CONOITIO~S TO 81 INOlHUREO Se:PARATEt.'l'. I. ANCHOR CONClTIONS NOT DESCRIBED II. THlS DRAWING ARE 10 BE I!Na'NUAEO ON A SITt SPECifIC OASIS. .-..-. . , . . __ . 1'_'--"" A , It IP. T.J WOOD BUCK API'ROVEO AS COMPLYiNG 'MfH~~ NO T G V LA ws~ INb SOUTl!!:LtlRiOA StJIUl/NG COOl MUST sustAIH IHPOSElbAl& .....-f -1'1:\. "116\ LOAOS BY... -., U.I f Pn~cO"~ .. eu!lblua cooe: COMl'UAN~~ 1JfflCii - AccEflrAAoeNo.ot~1I6"11.~ '. ~ .. A t j3/14." ~ 1'APCO/4 r ISEl! SCHEDIJU!' . BElOW FQR NUMBER o~ "!:iCHOR!!1 /// ~ ~>-:/ WINDOW. WIOTI1 i , I '\" 10 S,H.S. , ,~.. tuH, WOOD (JolliED . AS SHOWN ON EUVATIO,'f CI . 4,_,." .."1-.... }M~B\~5~'i'tfc~~~~')' 'OR -1/a..AN~. ...., .. 'MI~, . "'0 S.M.!, la.ASS O~OI'TI '~"I1I11, wooo tHaIO \ CUM AOHUI....& TYP. , f "," FAOM CORNEI1S \ r:DOING COMP07 . 4 . ~ <: (iDH19POlt1T \\\/ fN~.f' . ' __ r(~;.l. ^'^\ ,.,... _ .,),.. .' ~ '. JV @~/'::~ ~...." T /. \ IV-~ I "- ~ CLeAR AOHESI\l! eJ ~ 3""'.ANN. StOOING COMI'QVN021C IP T.) usa" 01."$1 WOOD BUCK ~l:;J~i1fk~Q ;1, . . /,1 ., t.Gr(; r:Jjf U'~ U ~ .I @.... J~ '.1 '0 m[ @ ), I~\l: ~VfDU1Y i A . MElmNG RAIl. ELEVATION FLANGE fRAME SINGLE HUNG WINOOW :r~tl4" tTYP.J UI."SHIM MA 4"I1AX...-r- '1'l'P.1 I -- ... . ---:2. ~~ e~' ~o 0.... . r It[)\ ~g I~ oJ 0 ~... g !"" -r: .. .B~S. ;~ ~~ ~'" r~ ..IW ~e w ... ~~ (~ ~ ~~ \l /\ 4 4 ~Il."~' eHO~o. .. oJ .if: @ ,37S" G\AtING@O OItPtH IB'TE) . , WINO II - / # ///// //~ .. A A . ~ PLA~ VIEW 3(16" ANNJ:ALeO GLASS ~x~~J1~Wg BUCK r;/tCi" ~ TAPCON HEAW DUTY RAIL @ (,.. fROM CORNERS TESl" UNlT .' 4 . _ II' peRf()ij~ANCa aUMMAR'( .. REFERENCE. PTL..18U 12-a.n · .<<--, l( IP.T.. TEST SltEl S]~1/a-- X 1t.~1I4" · · /, WOOO BUCK TEST LOADSI .94.5. ..94.5 PSr: , ---..' ___ 1/10- MAX OftSlON LOADSl .63.0. - 63,0 PSP ~ r SI1IM' WAltR INPtI.TRA'fION liST. 9,5 PSI' . ~ "'- TunO Gt.^SSI "U,W--ANNtAUO 7lg" . HA:(. JAHa SCREW SPACING! 15..3/4" & 17-31r." . ." t . MON-IMPAOr RESISTANt ~ '\ .681M ~ t7::\ /' I ~ l' :l/1lt.,6,HNEALEO GlMa.l-lD RNt. ~@f I "" WINDOW COMPAAAnVE " ....... ~AA ",OHUIVE . ANALYSIS CtiAR'i . atOniNG COI1POVNO . WlNODW ol;SIGN LOAD OAPACftV" PSP O.MENSIQt;S WOOO SCJ\f:MI ~ moo BU<:l( TAPCONS (1,. WOOD GUCIO TAPCONS 11lC WOOD euclQ Will!!! titla~! I~m. Of POSll'lv. I1tOATlVt (Hr~.~! POSI'IV! tlECATlvt ~D'!, Of Pllllflvr NeGATIVe lUIt~[., ~If(u, ..(flU.... HHlW", '.Il"WS. 'V.1/m 11).:1 JaM n,' IH.4 IU 2'0.6 21:;ii' 6;li ;1'1) .. ..il.'''. " "1'o,:i ,'.i . ,,)/J . . . It Z& tlJ ......UIIU .t' u. ut. f' fl' . "tt . .. IS) ..... f.'ft.tUU ~. Hh..... . . )7.. 6?-~ . . "4,' ... !':~h" ,._ ~t..". 4P. IH.t. S).I/O n1 H." 56.6 12.0 1M 64.& ".111 n,'ll 149.1 au 16U u,) nu HI"UU. t . " .. c... h.... ..01 .. '" ,. .., .. .'II-ff U .u.",.... 340111 6U 11'" 6),1 11M 6),) ,H.'f . ')1 n.JII 1~1 H"',;-:a" ,12i:.': 1St 6j,j . . . 'ili:)' 111 '''''a'u'' '18.0 U.~I' ... .., I"UH" ... .. ....... . ... . , , , n.\la n,:l av.., u.~ 51.' n,) 1202 ".fI. u.. uu &1.3 1U.6 UJ. I1U .....Ullt. , UI ......, H' U)&4 ...... . .... ., .. u.. . t n~ .'1 .!~~.".2 n.s,. tSl ')~". u_:'.. ISI h ,,~.t:L.. ... k~~:t OJ a..H ,,~l~' )f II J n.. U.:lI 6", u'J n.t. .. u. n .n."...'.. . .n' , . . . t. It . .'. .. -. hUI", U.", UoJ 6lI.o ... &),;J n.) 1t.1I. 6',) 204.9 .M tH,' ";J 17u . , '"'' . J....~.u"l .. ... It ., ","e.." ......n........' . IM,UI,I.. . . . ~!:.tI~1 Ie, (,. . ~.':~.It .:. ~"!'~t" "I !~;3, ~4.' tel "tl~!t., .,,~.!'~ . n n.1 '01,9 n.J 5p,) 6'.11 U.t. . u. .1 . . ............ . . '01''',,,,, .,.. . ALT. HEAOER & SIl.l. SEOTION StolfO 62.1 n,t 5U IoB.J ".J H.t. ._ , _ _ . "-1/11. n.J 212.1 .3,S. 13U n,' \'1., 'i.:v. ".1 fSJ.4 . ... 6'i:i'" " '1'0;;:; " 5':' m.o "i," 6J (11" 6;:;-'" '''ID,,',:t . m n.) ".9 1ft.. a'i:i" u.' b.va' ';,)'M . 'S',:;-' . sOot ,U 6'.1. . U.lI' .),2 In.) 63.3 \18.0 6).) 'SL1 'U.1d 6),:1 1100\ "3,' ... 0':' .. 6U '09.$ . n "-tit.. I'll ',n i'I:, .. 111 6U "l' 191 6U iu" tlO.rHP^l;ttl1tltsllilllttlCAHSN~C" 'u.lIi n.6' . su .'. 's;,s' ,".i. AHCHCiAS pm J"KIl ~ o ,,- . <IS ~ fJ . & ~ ili · .. A & *. ~ , . LL CI," ITYP.) &H HAX. (TVP.I . · 4 I -,. I' . .~ ~:Jo :' · ~r\., ' f~18' .@ I . -@a . ~ ~n:;~L . n r;" f 00 I1l(IQH T .6+" ~. .', . . r ~ I ~ "%".=r" '@ J': :r~ @ . '-- ).. 0 r-1/". MAl(. ...I. 5lill1 , . 28 .4 . 1/. .. .'. :1:1'0)14", 4 . EMBED, , . ~ .. . " ... 4 . oil 1~lIG" MIN, . tOi~P.'~]'f. 3/16"G1 TAP CONS @) ,. fROI1 CORNEAS . II I~ s'H.li. W," HlN. WOOO EI1BEo ....... (ill ,. fROtl CQIUl~RlI . 'I Z IC (P.T,)... ./ WOOD auc,- ~8tD." ~><'---.. HEADE~ ~ SILL SEOTION U'S. ~oreSJ . 1. 1HIS WINOOW Synl!H IS CUIGNED ANO wm:o ro COl'iPI.V WitH TH! R60UlREI1eNTSOF 'tHe: 1994 DADE COUNTY ,EOmON OF THE SOUTH. P1.0RIOA BUILOINO coce 'S.F.B,e,) CHAP'I'SR 4. CHAP TeA U. CHAj)TEJl3S, UNOtR TH! spec/lie tON on' IONS 'SHOWN ON THIS ORAwmo. 2. 111 OR ~ IC WOOD aUCl<$ SH^~L BIlINST AI. I. Ii: 0 (NOT av I.AWSOH IND.) "ND ANCHORED SO THAT THI! BUIlDING RESISTS THS $VPE~MPOSEO LOA!)S IN ACC~D~tr WITH REQUIREMENTS 011 \99t. s....a.c. 3, ANCHOR OESCRlsrD IN THIS l.AYOUT ARIl AS "6R TEST UNIT,OTI1tR CONOlTlONS TO BE ENQINeEAEO SEPARATEL v, to. ANCltQIt CONOITjONS NQT oeSC~jeEO IN THI$ ORAWlNG ARC TO De: ENGINEE:AfO .Ot-f A S1fl SPECifiC !MSI9.. . 7030 H.W. 37lh CT. rnt.. A" it.^T S' O'N MiAMI. tl.ORIOA 3.1141 ,; . Y Y (t505) Gi6~a6&O .I" IiDUSTR2ES,IHC UAMJrACTuRtR5 or WINDOWS .. DOORS I' ~ rt 6'[. _ I 6'T -, ~l 6' THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 114' SMaller on each side and 1/4' SMaller on the heo.aer than standard TherMo. - Tru rough openIng diMensIons, Use only 0. MuxlMUM of 114' thick shiMS. Predrill -the jaMbs and heaelers uSing 118' elrill bi-t, Preclrilling increases structuro.l perforMance, Use only 2-112' wooel screws (#8 and #10) when securing the pre hung fraMe to the rough opening buck. Dry,wall screws/ deck screws/ o.ncl nails o.re Insufficient o.nchorsJ and should not be substituted for wood screws, Be certain of' the nUMloer unci placeMent of all screws securing the fro.Me to the roug,h opening buck. Consult the o.rchitect or engineer of record concerning "Fo.stenlng the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONTi AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS ~ILL BE ACCEPTABLE PROVIDED THE 3/16' DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHO\.lN, THE T APCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME{,l x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 114' EMBEDMENT INTO THE MASONRY JAMBS. {..,(...~ .3.' :~' ft fr -I ,- 3' I W6' 6L ' I I I I ~' if tt'~ I ..l6' 6L 1 1 1 I I 6.lT' X .~..}.I ~~ I..!. I I I -16' - i--' SPACE EVENL Y -- - --' -I:"'" - SPACE _ -' EVENL1_ 1- J 6' 6,r II I I I ,- 16' 6,r II I I I ~d 3'U Flrf=J6: :dJ I< ~ 6 ~tJ~ .'h' II I I 116' ~ ill u~ SINGLE DOOR SINGLE DOOR \.I SIDELITE SINGLE DOOR \I I SIDELITES 6..' L , 3'1 t ~.~: 6'L III II ~ 1'( .1' "I I I I ,h'6' ,. l' 3* ." + 1-. i<..:L I-.!. I I I -.$* ( ,r-- 4 6'.J.-' I I I I 3'l~k ~ DOUBLE DOOR ~ I SIDELITES ! . 3' ....'3' 1 I .1 I ti I -16' fr 6'L I fj - - -' SPACE EVENL Y - - , ct 6~~~' ~1 1---33 , ,-h6' ~~ I If. I 13' I II 1I1h'6' ~~ 3-'l h, ~ 4~l-. l' [{:.*If..' DOUBLE DOOR , & CREATED 11/11/02 120 MPH 3 SEC. GUST r D E D'AN6CO . ENGINEERING, PA. P.o.. 190>< 3~ .. APOLLO BEACH .. FLORIDA.. 3)&12 PHONE .. (&13) 64& (1)166 FAX .. (&13) 64& ~cas Ee 4&~ @THESE ORA\\\NGS AND DESIGNS m: THE JOINT PROf'ERIY Of DN~S<Xl ENGiNEERING. P.A. AND THE CUENT ON l'rlIS PRMCT. ANY RtPROOUCl1ON OR UNAUTHORIZED USE IS PRCHI8ITtD. - 2003 '" LENNA~ ~OMee ecAJ..E NOTED DATE 1f/~ DOOR .$ WINDOW IN8TAL.LATION8 TAMPA DIVl6fQN D~lLN s.v. \.. DE JOe NO. Ft1 .. ~1 ..) &DUf.l.. L '~::Z2.qgf.LANGE FI3AME m.~!:I.IJNW..@.9'\y 'l'Ear llNIT p:!mf.O~.b'ANce SUMMfolW ~'i$D,,~~IJ:!.lIl/~-' ftAl/GClIovtR \1 tfsr ~OADS. ,u.,..IlJ H~ 110 Oil II wo. ellCKI l) ~tf~~ ~~~M ;:l.fTt:~~ ~~: pSP truCO G\.ASS . }nl-....".rAuo ~)(, jUla $(j\IW SPA(Jl!Q . IS.'''' 'If.3I~- (1\tF.oMIWta II or-tal.101n m~~~~~;'.~?'.1& II&". n.A~'t II aVE" II m;~~~; ;'.'c.:;.&!,Vo~:~IJ' o~,. \/0. O\l(l(f Tt5'tO 0\115, "W....ll1<r.lWl HAl(. JAH' ,tIlt\t S',l~" IS.'/t"' \1.2"- (..v'.Ol\AWlIlQ _91..4J1.4 O~ 7) ~m~~fc ~,,~t!.1 . HlJlot llllVm It H" UAgS! 'IU..,tt'" 11, c" It \010.0\10'.1 GUIOH \0...0"" "I), ..~: ,1'So" tUltOQ\,lu. ,~tAWJ . 11" JAHlIlfft(W ~,l(l\IO' IS' & I" W. OAAlW/II- Df~It.1 OH} CASEO D~ fl"'OQ~ Itn s.J( .", .,, V". p~IJIU Il GVtlt U un \DAOS , .".~,rl.O psr J If 01\ ,. ~D.I1/(1t I m'ftWtNs'"'~~.":.alU{J) MAl(, tAlIlUCoIIW a'AWlD' IT.""" It. II" (lit!, DM\WlO iI QT..\U, & 01 " .1'PROOUOT SPECIFIC OONDITIONSlI w ~...... .. .. --- OESCRI~flO~ 0.1 fBODUCTt l. '.l/l!!!..1!.&t . I." pl.AlIOf fRAME AWMJI(\JI1 S!lili\t 'Mill I-/UIllO\ol lU fill PR...tIt AlUlIlIllJl1 SJIJOlt IMIG WIIIOO,", 'I ~O(I DUI(l"~Tf~", scmlS. SIMSOO lIlNf~( OR 'lIlPRAHCl 1.3 DVlAHl ~IU~ I1.M~Uf TUHO UHlUl I.) I ",AIIOC. U I,a- ..Id. . " ",- N9~ . , TlI-dttll U J tllb; " 116- .,1.0' 1S tn' N91\' 11/.. dlt_ \e. CQNtlCitl1UT'Ofh olle U "'~ t. '''HI vlNnl\ARCiUf TUtU UlAn' U.I 'lAtJCit, ~O 3/a' ,,;~. .), )/e.'1>I;1I U,a ful> so 2/'- ..14. a U )/.." I>th 2 ~^TERIAL CHAAA91EI'ISTIOS: u IIIAHl,Ah'O vc<<r t\ATCIlIAliAlUt<llllU1 Al~OY ~on.TS" U lue lolCffit e.II",~ trptl. U~ 1.1.1 OlA,l1IG "'ATUlIAl. 3il~. AIUI(AUD OtAS$ IlM', "'.ll'~. IHI, &0 lint Dill 1>Jl.ItAUQ CilASS IlAllo W..I.". ''''. &. lUSI 't':.2 OlA)I!/Q MUNDO. txtelllO_ GUlCO USIIKI.... Cl.tAR COlct1eO ADHUlvt '5",1(0I1C-OtOOI/I CU.AIl(jC Oil fill mAIl[! OPtllAo1,C VCtH', u 7/A' "Id. . n )fc,~ h1gb Ift.ANec OR tilt fRAHCI 2.1 fll"'" [O'l~'mICT1(lt-l1 /Ill. ALUMIlIUH UCTHlUS IMU. lrp. Ylll~.Il\JTf loq/T. FIlA..t CORlltAS ARt StCUR(1l WlTli two'" 3/4" Sl1lU Ht1A~ stM\oI~. t,t'u,'~^ "y~tJ ~,~ "'HO'lJ f]IA.at.lr.rqt!lJ %oM n~H'C I<CAO. SOlID uu." 0,110.- "I. tH'.' o.&n' 11\1. hit. ua. cltU 10\010. wl..,UII ftHltAO, $O~ll) 'OU.U O.tU- ,,'.IUI,' UU'lht. flU' ua" ~t.p 10\010. WL-lml Z.U nAhot JAI'IOt. ::'111.10 . 6Co.n 1400- ..I. lll~,. 1.\Z"lnl. 10" . un- eru.. 10Wo. WI..1SQL! rut IA/,iu. ~OI.IO 'an.n 1.101- ..,.111'. . 1"'"11I1. t," . '.n- cru.. IOWa. 01..15,'1 U.' nAlIOCSIl.I.. SO\,!tI 60U.H UOl'ul.fIre..UU.,."r.,..,u,-QU,tcWo.tll.,7SOZ1 "CtI U.lt 'OlIO 6Ul-" o.ln' lOl.It'.." t,199" 1M. "(1 . un' ~ttll fOWo.llt.1SZol u.~ tl!tTRIO gAl\. StO,lllOnc,", oC61.16 IO'~. ..I.lue,' \.59\" "".1111' o.HO' "u' Iowa. "1..150)1 'd.4 IIUnlQ RAil. 110~ llDUCW OC62.U 1.0'c,- c.t. hI', iU91.'ll\I.llto . ..,00' dtt' IOWllo a~,lS061 u. !all' rO~UAV~'JllNl. All. AllJl1lMJ!1lctTlDNIIO.CH- If'" ,..11I, OUlf IDINT, '0Jl' /lHO DDnOM '((m COnNellS Mt SCCURCD wnll tWO o. . "t" SI-lUf heT^,. SCIINI. rr'Ntt61' f"at.. At~ ;.\h~ n"~'Mlb"1.... '.M tnp RAil. $TO. HOI.lO'oot 60U," \,000- tit, lite.. un'lnt. (lit c a.Ta" clUJ> (1110/0. /It..HOSI TO_I\,l1\, ltll.l 1<01.1.0'00t 'OU.'. ~OOO" ,,,.Iml.'. V.U.tt,I.I,U ,,'.710" 4UIIlllWo. /!I,,"C91 Lt.. conOH n~'1.' flOllO'oot 6061.16 1.000' tlt./tft." !.So." lAt. IIU a O."r 4'" IO'oHl. _1..n06' U.) JAIII RAIL. aO~I\2 'OU.rt Il.1n. ..I. l.err. aI.OQ..I.,. Hit · U"- CUIIIO\tllo n"1SQT! U IJtAT/I[It.I.IIlIIlIII'!<1l ~ 11111'r.II.... U., ~t!f I\Q'; 0.100" ..Id.. .116' """ Wl~~ tI\A.O U., Sln91. R... O,ln' ..Id, If .2~0'1Il0" Pitt WtTH lR'tCORM Pl.AS Tlt PRt U.1 Slh~. A." 0,'''. .,ldl . .1tO. NOll PI\E \.11TH II/1(OIlAI. PI.UTIC flil U.~ alAGlf now 0.11'" "M. . )10- ~lO" plI.l \.11TH 1Itf(~l\A~ PLAS flC pm U~~O\l:U~ ,~ 1l..,.,~I'.1> '1\010 SPRlllO .. P\1l,\N D"I.Ali(t . tW c."",. t\o(O SPAOIO LOAOtO AIVMIINti !!lXll< \Oe/( Ollt SPllmll \C1AlItO AWl1ll1u11l100J( tock %.6.' fOvR PI.AU'C VCln Ul'ttlllOll FACE G\Ilot . H'-11 Plulttl U.Co TWO ; Sttt1. IMe.oUT ULAIICt CL'. . "" CO"'\lo u.s fWO ' 'OAI.AtltE Ol.llOt a. tAH. t-I~ PtllHU , u t....o pve "II' SHAPe vtla s rol' . 'WlllOR~- "'"I' Co. '."f wI!" ~"U"h ~ .Q.u.U.!~ ~ tWO \. wttP t/OHt! llllt At tACH 1110 01 SI\I. SCllWUUAlNtl1 AT TWO I" , IIIr' IIttl''lll>\C mHl\t1tOlA Ie S!l.1. HAfIGr, ') 111. C.L. fROI1 CA CI/O l/OM: uHD AT TtST" .-IOUI.... fAlSE. OCCDMT!Vt tWllllliS AnC ALloweo' "I~..I.. 1"" ~l~ All."', $;ll.'."qO" , t...' tlClCAtOn HUNn"'H~UQ\l Ion." 0 '1$" "lcre . 112S' h'9~' .0U'lr... ...lllllIolG. '~.1S111 r u Untllloll /I\JMTI~" 5g~'Q .OU.U I.Il~' 1>19" t ,on" IJII. ",\1 Iowa tl~,l\UI M ~tMQI\[ttltrlT' IIQllt 2.\e) "AOS. ,. , IiClNt '. '.11 ~';V.IITS', fRAf1C COIlUeAI, rllAHC S1\~ INS r /I\LA Tl1llf SCI\C\oIS ~IO '1~'Q tlH luta . IlAI\ AT CI,OS Wtllt stA\eO \oIlt" tlll.ClAlO "A~ANT ."UIlV\S Slil'tll UAl" 1.11 .&001110.""1. OUtA'P~IO~' L~WS~".l!tgll' tAilS lottltl~I(A tltlH l"OU. ti, filA'" ..tAllo" . ,1oI1~OO~ rwWlor I [ It ~ El.EVATION r\Allllt fMr.\t 5.11. I'IWOCW ~ 1,1 ,,(HI 11011 O!1ItAIL At FRAHe $1\.1. AT tACH vtNT jA~O R~I\, d rl~CO tlttTIJIQ I\Atl, a' -1.4.1 ~ 'AT tACff filMiC 'A110 I AT IA. CIIll O~ OOnOti I\A~ I'" cOl1m 0' aOTlll111l.A1l. , P(lt veIn IAHll n"'l I AT CA(1l FnA!1t JlorlS I AT tAtlt fJfll or V"'T lOP ""'~ 'AT TOP 0' tACH fq/lHt JI,H& , t.,.t J.t.' u.lill!!l.l!l5l nCld . 1 I ) -r- , I 1 I , " I' IJ t) 1\ 'f) 16 It II It U II II U I' It " n 1& 'U " " u II. ,,:f,T" ntllo. tn~ll, ~.TlU 1 tVJ~tlA.uit HtAO I.-1lU I HAUee pUtl( U,\ L.m' , RA~(/RAI1tIUl8 l.l~" I fjl( tRAtll ~tAO t.m. a utfllAltl S~1. L-TUI t fOIIA/./'C IAIl8 t.UOl I 1RA/It FOlta U,," - STD. L-~t~ I vtllT 101' R"' .tD. l-IIOl , ( AHtfll(lQ RAIl.' H.llo 1.."09 I vOll1Ol' SIAL. ttD. L-m~ 1 v(tlUmClIU~ ~,un , , lit/if j,\tIll RA!I. L"'~IS Atalll'1/. !iV.lll.UtAO 1116" t.U" ASRtll1l, Q1.AZlttllOlAOU/a', l$.eOI' ~SMQ'lI IlUotlt AUtllGl1 1(/\(101' n-m AH1QlI IIIfoUU.U\Q1I W1CWS IS.OIC, AUtG'O. Ildl~U.AlfUJl <<~(\jS l.1UI ~S hlO'o. 60lTOlIIUo' Wll'C. 1111" I'1oIS.~U At Ulrl), IH ,tAt. \oI(ATI!tll.n-1l' PWS~CS AS JltQ'o. ful ltA\ I;C"t~tlil.STI1Il' Pl/:S-OU AUt.Q'!). OISt~\ WtATHlJlolfllll' l'111t AI R(!l'l!, tlCTCIl1~ fAlst IiIIHTIH L.l$l) S A((l llITU\IlllI rAUCHUHlflI ~.mc, AS 1ltQ'll. s,utl ,...u ~\I10C t.,n 1 SASlt I~ GLl(lC I tAM I..m, 2 stSltsl~ l."" 1 CUXll& IAtAt DAVIIU t.lm AHlO'O' VtljH.Utll 1..1St) ASIIl4'll, lIt/fHAnll SPI\IlIII (illt~H . . '\AU tllAA11if S</tlll.' SCACtl/CIUnT l'lIlT PRGClIItllAOn '." _' It IP.T.l WOOD 1I\1'K I/DT 0... L....WSON IHO, MilST SuST "J~ I/1l'SlstD . lOADS 1I......Nl!. tllA$II .', . uoa- PLAN VIEW , . . " @ !Il'l'IIOVED AS COI\PlYt~ \\:ni ~HIi OOl/lllI\Ol\lQ(OUIll>ll-'G (<lOl! U'~~~f~~~~' 2 PROOOCl' C<lI(T lOMSKllI IlVIl.01(G COO! CO"';>V/ll~1! C1'flC4 , AteEPrANce,,'O.~t..lIo&',~~_.. 16 '}~,;: '. 311<"'. 7 APtOllS : ill," MOM CORNeRS . I_TII. HI". ro~( IlIST. 1'{P. 1/1'- \t 'APCOllS t;2 '" PRQ/1 CllaNtAS '." HEAOER & S.llkSeOl10~~ \11 aM ~. NOTESI . .;.. , . (00 l~lIIl)OW SVllflti IS otSlGNtO "NO fUTEO,\2 t0119\.... WITH THe . REQUlfltHtNTS OP TtlIl99.r. I)AOC COUHf'f tGlrtON 01' THt SOUTH FI.Q1\II1A llurLDING COllC IS.!.B.CJ tHAPltA ~,CHAPTtR a'.! tHAPtEA 15. UfIDtR .TI1' SPECIFIC (aUDITIONS ~l1tlWN Ol~ THIS OM '<(mo. ' : !c. 0112. \0/000 DOCKS Stilll.l. lit IIIS1/1\l.tO IIIOT BY I....WSOIll!IO'I Altl) . ^"IClIOREO SO fKAl' 7H( Olm,OlfolO RESIS1S Tlit SUfClllMl'OSCO 1.0AO$ IU A(COAOA/ltr: WItH IltQUllltMtNTS 01' 199r. S.P.o.C. ). ANtl<OIl OU(l\lilto llHtuS L.AYOUT Ant 0\5 PEn rEST UMT. OTHtR , COI/OITtoNS TO Of; ENllltltEAEO 5tPMAttloY. '" - . '. ~R COIlO1rtOliS ffOT oesell/BtG W THI$ OnAWINO'AA! TO Be [HGl/i(tR(O OH A SITe speCIF/( BASIS. IclP'.TJ wooo OO(]( A_L T:J"~OER & SilL SEOTION -'. . /(lI.lH "A~tIHI1UIS l'llll(ATlS 1tll.01 !oflCI1QU pm IUl5 . _..A~ --' ,. .. ~ .. J1\~~ 0 TAPeo'~ ISU' SClitOlJl.C lltlOW . rOR lofUl1QtA 01' AtlCl/ORSI .. ,..111 'ii. \IJ 4" "I_IIi '1.1/. i,.lif ~j1 · u:ii.' 11,111 ,i:"\ii. .. ); , ii:;,4; IM'I 11:iii' . i,. ',j:". 1f.1,. 'J~:jiJ . n ',,:i/l ".". "it-lit i, . n.\I. 1& III )10,,1 , III 51 1" It NONMtMPAOT RESISTANT WINOO W/OT > .~ ! ~ ~ N .... ~ c4'\ ~ ~ 1 .~ ~ ~ ~ ~ ""'I ~ ~ j ... 8 ('ol a ~ ~ >-l !9 .z N.1.E. . I)@~ ITVP"I /// -:f~/ f- 013 fi " ' ~f?/ it ELEVA1ION FIN FRAMe SINGLe flUNG WINOOW, .' ....TaIi"" ~6JeS.7500 FIN rnA~ ~.J.iYllil WINDOW TE5I !Jlill:.eif\19RMAN~6 5!,SMMAfiY. Il.UEOo:-t",,'OU ' . TUfSt1C.'Co\lI'.~llla- .F1lfllOVlRQ ~fIDofalJ; :I.~h:!\tmf' "'a. OIlCll.l IofAUltDllIUAAftIl1nnT, U ps, usno CLAn 'JlIl".A""'~lll) KAlto/AH.S(ftClo' sn(IHlI.IS.'/&' a. l('U~- IlltI.1lMWiHIl- IIM"- ; 0' 71 ~tliO$Jlf: ~'rA~. '" . ';M U QVCW U m~~~; :'!,h:~l,;tntP' "'0. QUCot.! TUTtO Qt..oUS. ~Ja.Alt>lr.110 MAlt. jlJ\' HRtw "A(IlIO . I)' a. Ih ,,," (11$1. oMW!I<<1' a,. c n, 1 at , . ,Ie I""'.. Wll!)!) eVtlCl .. IItlUHAWSC'Ill/lI HIISf S\ist...W 1MP4S"dJ t.O-.IlS d , { " 'II )1It.- . TAPCQN' Iste SUlCPVl.e: . llnOW fOR IIUl\&~ O~ A.ttQillRSI . / ' /// ~/.~/ ELEVATION m nWAU.H. YrJ;rJOW i " ' ~f?/ , 1 t1.CAA AOliUIVC o EotltHll COtIl'llVW, ..IP TJ . WOtlt)DIIClC ~ .Il S. 1::" i5~ Ii j~ U tr"PJ ,. tt4lf. I1VI".' .' ~ .llRll.St \ 1l1.1..,ut UMI ORAIo/lllQ' CIf'IlC WITlCU....OIf l1IO. M,g IQlutvKM r. A$SOCJAH'. tHe, t. A~1. TtinkalofAt pwo~lIca A' f(RUlAAttlllf IttTIIlO voau,OII'l' lf1~I"IA\t...li,"" . , FTt.-1l90 't.S-91 nClMnU .INOE)( WIl/OOW !lt$~1/"1'lOlf )IU'Ill.~IS/fl.AlfOt ,IVIltIl1D RAll. Ull" Ill.AUI111C FA1JIU!<Q /lA'I. , 1/'" GlASI'fLAI/(i(FII/oI1(/STO RAIL O~l1 Gl~UIf~"llQC fllAHC/S10 11M. Ollllll.AlSlPLAIlOC rllAHtlSIO RAI\ Olll olAUtrltf (1lA11"S fI)(IA'" . EI.EVATION FtANGl! mAMa SINGLe HUNG W1NOOW '/lQ!II~ 2 J r. S , , , , @ cW~~ 'o/ll>llt I t~'~!. U.V1 , ;.," U ()) ;.z.;n \f-II' .IUW..... , tl.l/1 'n )I,lIl IS'I ij~tii ".v. ......~ Jl~l'l '....,. III l' . , . iJ~1ti ".11. 'i't'" 2&.VI "';, - It . '" , ... ss.v. ,,-1/" "I'~VI ";;. n "' .. . l1.v. ".1ft 'U.I" '" U.VI. In ,., Sf.". III '\ PDU. (ORXIO AllliIaMi Rau. fORtlCIl AI ... )(t." PJl.l'liII.tll'S 110 . .. PHlUltC "" . I V~. Pla.ws I/c,' OJA. 011I.. .111',.1,," nllO. 11110 II .1"'''' Ia" Illll.oeololl, .U,....,I..llrlMUI.1l #.- 141021.1'1.5. ' Il\" HIlI. 101000 ll10tO , 'Il' I" ,nOH COANtA' '1tIMJ WOO!) OUt . . ! !:!.~. f....l?,~~~.. n.' ".. .... . IU It.) t~l...j", .............- 'SU ,u U.J I'U ... O:,.t i ;on U.J nt "..po.... su .1., . au 1\'" ,)..J 'u i~1 .. lU C\12 , , - Itl " . YtI!T l.uil AA\I H~QP-R & SILL SEOrlON I_I I" .IjQTeS1 " flitG WINCOW SYSTEM IS OIl~<iNEO AUD TUnO 10 COHJ'L Y ~TH TtJf RtQIilUl'\tNts 01 THe Inlo QAOI: C~ty iOUIO'. tip 'tHe SOUTH &~~1:~~t::i~)~~J~~t:i ~t~~E~ ~:rC~1etVd. cHAI'TE" st, !. I_ DR 1 . WO'JO IlUCKS SHALL DC lNIfAI.l.EO lNOr 0'1' LAwson INQJ AN!) ANCHOAfl2 SO 'rHA 1 ,lif; eU1LDltiClIIUlS ts Till SUI'IIIII'Il'"OCED LOADS Ilf AtCOflOANCUoI1TH RtCl.AAEt1ENTS 01 '''Io'U.I!.eo N/CH(lA IllSCRIUO!t4 Tlitll LA'I'OVI' Alll: MI PEA TUt UNit, OTfitlt CONOlYlONS TO PC CU011/€EltEO SUPAI\AUt...... ' , AIICHO~ COND1TlOHS HOT OUCIlI~tO In THIS OllAWINQ ~ltE TO ~C OIOlllttJlEO 011 A 61ft Si>CCllIC 3ASI5, , A'=Ll&AOE.R. M11.L: SIiQr,Qle! m h~ HD.PI PAPt!ltHCSlllk!lJ(A Tft illS. OIl /l1ltI1~RHtlU~1\a ~WfNOo\ol~ . \oI10Tti ' U,T,E. ' rtt-9lW l' A ,,-HAl<. (fYP.1 2 101000 GtlCIC tlQT ov l.A\oIS~ (~o. I1lJS r 5l.11 t Al/4 11'1l'<I$to ~040S fla~.~mt. . OI.ASI · ,'~. Slf.J1 ,ux t. ~ , . · .. ~ 2 . IP;t.l WOOO aVti< IlUtAENCE, 1'1'1..1895 IZ.ll.91 'fUf S1Z~ U" :< 14-1/4" OT!!l~OI.AOOSI$ .11.0_ .".0 PSI' a.--. AI) f -Sf.); -51.3 PSI' , WTf.TEJUlflt.TRA110H 1UT,. '" PSI' ~hO Ill.ASS.' pall"3l:ll:f.ANNtA~~ kA)(' JAHa S(~IW SPACtNCh ff;U.... & \5.:r/4~ NQN:-IMPAOT RESISTAf'!'( ., OSB-3mm-ANNEALEO GLASS FlANGE FRAME 1x OR :ax WOOD BUOK STANDARD RAlt TEST UNIT PERFORMANOe SUMMARY . .. 11 lit I?TJ \oIOoqll~IC 1110" l1'A)(. 5HIH .. - to 311ft." . t APCOH . 1st! $C/{Eovt I enow . 'OR NlJI19t11 Qj! AHCtlOl\S1 ~ ~ .: !a o '" ., D '" to o .ew S~ (II~ tl~ ~D ~'" ~~ a . . .. CIC ~~ . ! . . OSl.3ll\ll1<ANmW.ED GlASS.sro MIt. r'.T \lllNOOW COMPAMllVl! "~H1xr- ITYPJ . IT ANAl.YSIS CHAAT .-.1 Oll~~ DeSIGN LOAO r"ACnY. pst - --... ~ ..~ WOOD sc:ilIIvs' TAPCONII f:tftf i ~W f!!.L~ ,ollml 1/t00tlV cr1![:u"l PCfllNC IltGA1IVf i , g !J.". au 114.t V.J It&,1. , .M........ ",1/1 ....IM..... _Of I. .... IIY: /// ....... ~~ ,. IU 'J.J 11M IU @ )J ...... 1"'- U, '......."'iI.. .. . . ., u.Ui ' !l1 IU tU r ~ . ..u...... ....~.....,. .....-...P ~ {/.~ / . . .. 't'.!!'" 6J..I 1"./ UJ IIU ~ ..l\:1!' , . -, 'ti... .......-... ...u_. a lI.tll IlS .J..':t_ IU U.I !(IU I- n 111 IU ' '2" . .....,.......Iot.... . I .. --. 6U st.v. .... . ",t~.. II" .. .I/'~ ;t. - - - - .J IN1I lU In.s OJ.J 121" ~. __a .. ,...' -- ~f~} U.II1 I),) .. .,-:; ....u~~.. "1,1- lO"t, III IIU "'I ~ ."il.. ' 's"1; c" ~~,. t.~~" .t(1I ,. n,' !~ SM/I .. .. ..14hl .,,-- M' , ... ... .. . .. - I'.V' IJ:J ntr. IU .1lU ...... ~ 1...111 . ,~..... ~_... .. ..-~.. . ;tr~ if ~ IU IfU 41............ II tit ..... .. -." (II 4lS n ...."'. ...' ".......- . iJ:ti. ty ~~J\-' .n.. ..Iot~ I !~ . 'n" . . - - ,11."1.. U.s llU UJ U',- .. ~I t IM/, u........ . liu . ..- , I J f) PI 6U n.s . ";Oir- . LL ... rr'Yp.1 nt' , ,i.i""kf . ",,,,,,",,..It m ' ii.; . IU'"; . w...t...... . ~. . tU .. ELliVAllON 12."1 - . ..-.....1' ~l... FLANGe FRAME .. HAlf. . , .. 'tyP.' II.VI I),) Jlf,' . U.J IlU SINGLI! HUNG WINObw .-- 'ti; . -.oo U.II, .....-. i . ....... Ji .. 7'.11" 11l lit.! IU IU . ' . "~ , ..... '" 17l . U,I .~.... ........ .. "ilT ..- , II) III n.lI. ' , .. ... fQot . .... .. - . . U9 :to. r: ~~ . I' ~f?} . . . . , ..... P-LAN VIEW .~ , . U 10- ItYP,1 ,- HAlf. ITYP.I 110- YP.I ELEVATION FLANGe FRAME SINGUi HUNG WINOOW !, 3 j .4 ~. .. ..ll ,. $.I1.s ' d "a,"l1llf. wooo tl1DiO ell rll<lH (OAlIms t .lp,T., WO'JO II \)(]( ,~" O1I1Co. . . . .ll\~ t~ato. . . r: . 1-114' H~l. , IDj\U~IS . 3116. ~ TAl'COltS . ~ ,- FROH COIl~tAS- !y'T. HeADER & SI4L SEOIION .t~P1e:eJ He~OER & SILL ~ECTI9'1 . . ,. Tl1IS '011>>00"1 $YSTr;H IS O[$KiIlIO AN'J UsnD TO CCIU'L v Wtnt THI ' I RtQVlREIil:..rS ell THE \U1o OAOI COVIH't (OmON DII Tlil S01JTIf . , r;1%~~~~(1m~~Ofo1}MI~11 if{o^e~E~&fM1"CJJ~~. CUAPTt:A U, 2. '_IlR Z. WlJ~ aVCf(S S~A~1. OIlHar"~LIQ INOT OVI.AWSOH INOJ I AND I\HCW)Il,O SO T/fAUtI. Oil/loOm AUlSf. rlf, 5U1EAlMPOStO ~OAI)J IIf AtCQlWAIiCC 'WITH #lEClJUlCHrnts ~ I'" S' 0 t' . ), AN'H~ ctstAletQ IN TtllS LAyout AU "t PIA 'Tls T \11;'I (ONO/110N$ TO CI EN(IrNtIAtD SCPAItA Ttt. 't . T. QYI1lR , '. ~!f:~MOJj.~li91~~~~f!l~ISCIUGto 114 THIS DAAWIHO AliCT~ 01 EloIa'lNunGO H~l1t , A~lljT!lCSlllkO"A'U 11I.01' All<lfa ~, WI MJoI' r . t_____.. .ose..3mm..ANNEAl.EO GLASS' FlN FRAME 2X WOOD BUCK STANDARD RAIL TEST UNiT PERFORMANCE SUMMARY \ ... 10 S.H.s. ,~.. HlU. WOOD EMeED ~ S 1/1" 'ROH (OIlNERS " Q) HIO'OINT :r "IP.Y.I WOOO llUCK NoT 8'1' LAWSON INO. HUST SVS T A'N IMPOS!Q LOADS CLI!Ai1 AOHESIVE BEOOlllG (QMPOUNO 'J/III~-ANN, GLASS "IOS.H.S. w," HIN. WlXlO EMBEO S(lIIlGKtOVU BUOW "OR "NCHOR SPACING (TYP.1 RtFf:RENCI;, P'1'L~1a94 1Z-11-91 TEST SIZE. . 54~1/4" l< 44" TEST LOAOSr .62.00. ..$2.00 PSP O!SIGN"t.OAOS. .1.1.3,. -4'.33 psp W.6tUA INFl1.1RAT<<lN TESf, 9.4 PSI' TESTED GlASSt Q~!H/lIll'l-~/jN!AL'Q MAX. JAMS seRIW SPACING. 13" II. t4..7I&" OSB-3mI11.AfjNwm OlASS.sTO!\All. WiNDOW COMPARATlVS ANAt.VSIS OHART . W#JOCW D&SIC3N LOAD OlIf~SIOWJ OAPAOfTV. pSJf .315- Gt.A~Na I[i\ otPfH latH! \V t- lIo",rlV' NCG-'T/VI 1,),3 ut.J ..........wt. f4 h..........,.... eu nu . OJ:;" H' u.,:& . " .......... . f"" 6U IU UJ u~..".. 'ii.i In.' .... .,,, ..... hun... n.. tU "......... . . .. It" . aU 40." IIU m.L au......t ",.UH"'''''' , u'1 ,I),S u..t...... . . 6U .1U f.,.').. M. ,,:,'''1 6).1 111.9 ......'...4 I ..-WoItI.... 6'" 100t . ,;.s 6I:r:~" . ..... I. . Itn. '''' H.O 6'" 1)1.9 ~. .t, hU. t" . ,. "~.. au au ,. . ......' I."'".... to.a .... '4'0,' ii. @) . . ......... ,,"!" "'11' n 'Jl ..,'u....... SI-Tl' ,tot" 21:';; Ill-III "2;'"'' tn SJ-"I n-"I u:,ii S6 .. n"'~ eel .;:,ii If.'" 2a..i,i n ."ntl. lfl' u:vi If.", . "-,n "~\I' .. . n ~; i:.u i llo.IlU'ARUHlIfll1l1l11OCA n. NO. 0' Afo/CI10llJ "'II ~AH$ . ~ NO' TUTCO . ; u US PLAN VIEW' J:JOTCSl ,. THIS WINOOW SV STfH IS OES1GN!O ANO TESTEO TO COMPI. 'f WITH THa l\(aUt~Et1tNTS 01= THE 19!it. DAD! (OUNTY EOli/OIl OF THE SOUTH FI.00I0A 6UllOlNQ 'CO! ISJ'.B.C.1 CHAP1'tR &., (HAPTf:R U. CHAPTtl\ ), IJNOER THE SPECIFIC CONOfTlONS SHOWN Olt THIS Ol1AWll'lG. ' 2. Z II WOOD 6UCI<S SHAll. er mSTALI.EQ INOT 9't t4WSON mo.] AND ANCHOIUO SO THAT THE lllJ11.0lNG R€SI&TS THE SUPERlMPOSEO lOAOS IN A"ORDANCE WITH Il(QUIRZMCHfS 0,. '991. S.P.O.C. . '$. AN(110A OUCRlGtD ru THIS LAVOUT ARE AS PER nsr UNIT, CflttA CONOITlONS TO BE tNQlto/tERfO SEPARA TeL y, 10 ANCHOA CONOITlONS Not DlseR/IlED IN ms DRAWING ARC to BC tNGtNEtAEO 01. A Slfi SP(CIF1( 8ASIS.. . At. T. SILL SEOTION It 10 SJo\.l, . ,~.. Hll4. wooo tH8W .. @ S.1I1" PIlOH COANERS .. ~ H1OPOIHT EADER & SILl. SECTI I- PLAN VIEW t_ ) I @. L 10 S.Ii.S. .,~~ M~. WOOO (MUCO II' S<olll" rROH COIlIiOU r.~H"'I'Ollfr HEADER & SjlL SEOTfQ1:! ~01:ga: At T. SILL S~ION , tHIS WIIIQOW SYSTEH . - ~tg~.~(t1Ellts OJ! 'rkItIMf1:~rc~~N~bf~c~Ooc;~I1~'I' WITH me """A aUlT.DIHQ COOl 11'....0 Cot mAPfEA" Of .. soum 7 ~CA THlI: SPECIfiC (OI/OlTlONS S~Q"'N OH hll'lCJle~~ CliAPlIR 35. " · WOOO DIICKS SHAll. II mSTA~UO I~T BY t.J. . egritli:lott~E~~'?':~Wf~~J~llIIPIAJI1I'OJ~~~ m:M~':lWfl ) ,A'ICJlO~ CUCflI8Q2 IH THIS u. '01' , ,COkOlrJ1JHS YO BlI: tN<1tIittAtoYS~PA~:i(~PtA un UNI'. OTHER . f' Sffl~T'R~1b~~ ~~Ps~(Rlal:o m THIS MAWllICJ oUt TJ) BC thall/ttAro, --.-o<L~......40_ 4 . · 4 . .. . . , . . .. . , . · .'~M tt1BllO. .~I'SJ\S, . ~ , ""~ HlIf"WOOO ~o lP 6. , AOH COlllltAl ZaIP.t.1 WOOD GUCK tW' EH8to. . J/I'"la TAPCO!tS ~ '" FnOI1 eOlllltAS- HEADER & SILL SEOT/OJ'.! , ALT. H~ADER & SILL SEOTION ,... ,NOT!SJ I. flilS WIllOOW lSyst(HIS oUIQH(O ANO TESlt!) to (OHM. 't WIlli TIi( lltOlJlAtt1tHTS 0' THe 19t&. DAoe COlmTY EDitiON 0' TIiS SOUTH PLORIOA Ilvrt.OlN~ cooa 11.1'.0.(.1 cw.PytR '. CKAPU,. !~.1 tKAPTtA ~ll LmOU THe speCIFtC eOI/DlflDNS SHaWN 0,. THIS OltA\oI~ .' Z. h OR 2" wooo eVCKSIliAl.1. ae: IIlSfAll.EO UIOT II" l.AWSQfo/ 1110. " ANI) ANCHOlltD SO TI1A T THE 8011.01<<Q IIUISfS TH! $1J11e:~1I1POSto I.QAOS l 1.' 114 ^CCO/lQAlICIl WlfH REQ\J1REMEHTS 01' '1010 9Jl a eo ' A~ Ct$C~&EO lH THlS LA'tOlJl' AAf AS PElt TEST UNI". OTl"lEA CONtllflONS fO Be: (IIOJNUI\CO SIlPARAteLY. ~. AtKHOA CONlllflONS Hor OUCRllltO IN tHIS OR.\WIN4 ARC TO llI! WQlllUAtO Olf" SIT/: sPECifIC B^S". . . 70JOH_W. 37th CT. ~ ~lAit^TS O'N MiAMI. rLORJOA 33141 ~ ~ . - y y (auS) G96~B660 fI' ,.OUSTRiE5,tHC UAMlrACluRERS or W1HOOWS 6 DOORS h (P.".I woot! DU(K ' IIOT BV """'50lf!>>D, r:;:UlIlTAIl. ~J>'oStD lit,.. SkIM MAX CU"" ,f,"I1CSlV( DeaOInG ~OKJlOUIlO :tll'~-ANN. IIt.ASS l~ II ,os.tU. 1l~~ Hilf. wooo IlkBEO ur: SCHtOIlU BELOW r~MlKHOlt 'PAtINa , 3/1S0.ANNEAlED GtASlHIO RAIL WINDOW COMPAAATlVS ANAI.VS'IS CHAm' ll~ CSSIONLOAD CA?ACIlY, Pst' \0110.11 IftIflltt pO$fnvc !<(~ 'IVI ..!!:.!1"h 6U "'" ".'1. ~J' : '!1-j.... iiu.' ~i"!!. : ".J .kiitr- .. n,"1 .u ;a; If.lI' 4U ',6.7 .!!:t!! "-)(1 ... IJ.J "i,..;:,: . . !'t.. en :' ,j3ft is,:, .. n.v. '1.1 ",;t.. . ~':,lI!. IU 111,' 1'.11' 10...". .10 u'Ji'''' I -1OG '7" (st,' ..,~.. ",lU' t' iJ~it. u.;"'''' '''iti: ,,",It .11 uu ii'.in S6 .. ;ii'74" . 'i,i... .,'i, . 14. .~.~,' .""'1,; '. ..fil' . .,,,. ,..i .. It.", ... .. ._ ........~ Z,lU }'.lIf t, f) J1 m .'ftt.~ If'" ..'~~ S';:'U,' u.s IIU , II 1 1U . ~ \'-11' U.J nu ,u,:,;; "_11& ...!?~"~ I);:;' t r l>. . jl III IU ,., I' t/. . "'....~ ~ . .u. Al' llQ./lI """O<T"'$I, lNOltlo fU Il1I. nil AHCliO~I PCIl ~,lIlS ! 3/161f ANNEALEO GLASS FIN FRAMe 2X WOOD BUCK HEAW DUlY RAfI.. TEST UNIT PEAFORMANoe SUMMARY RllFtAWCl'1 FlI.-IOOt It:'''.'' TEST SIU't sr..lIa" X 75-111" TnT ~OAOS'. -Ol.!l OU,Q" lOAOSf '~'o' -91,,5 PSI! WAy...... -Il~. , .&3.0 PSP .....sT..e"oU'OFIL TRAnON rUTI 9.5 PSi! ... Cit.ASSI .J~'~.~AtmEAl&Q MAX, JAMB SCREW S A InGt 1'-1/"" &'111-1I/4" NOf\l-IMPAOT RESISTANr . - Io/lIIOO\ol "'10TH, / //// //,~/ / . fj~/ 'if eL~ATION FIN FRAMe .. SIN~~ HUNG W/NOOW .. WOOO avO( lt01 0'1' 1.A,\(sott mo, HUST SUSTAltllM!'O$EO 1.0.l0S v'a"-ANI!. oLASS , I/~" SIIJl1 .. ff , .. 11\~" TAPCOU ISnSCH(OUlI 0(\,0'11 , fO". /l\IMQCq Of ANClIOAS! .,t. PLAN VIEW WTI/OIlW' /IUolSUSl1l1l' 1oo'1ll1rt "l><C ,f."1 iC:'liz 'j.,- II 'i;:U,' ".111 :!i..1ia U~'" " .J,:rii" t'.IIA -"'....""" U.1/1 .. ir SQ.S/I 'i j~,i. It.,,, 3.:;;" "u-' u .12: lit . osa'~l11I\I.AIlNEAtEO Gl.Ast:am RMI, WlNOOW COMPARATMi ANAt.YSIS CHAl\T .DESlaN LOAO CAPACllV - PSP WOOl) seIlfM'S ' TAPCOHS 111:.1/1 ratmvc Ht<l4YlYC laT'/', ~ I'llImvl "t<lAtlVe . 6 U 11M .U l".~ nJ . IS U uS' "ia.i (2) - -. .. .. n. 14l........uot.. "'H+.~t.... .':'?-l. ~ ...'9,1.. . .A).. 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S) h.iJi 1'""' .. .." .I!::."f ,t.l/" If 'ii~,i. . ~~{t:~1~ IlfOlCATtS k4. 0' ~ Hllf tetUP , I ~ i DSB-3mm-ANNEALeo G;J\SS FLANGe FRAMe 1xOR2xWOOD aUCK srANDARO RAIL TESr UN'T ~ERFORMANCE SUMMARY REFttlENCEI pn.lp93 'f-It.'1 TEsr SIZfl 5:1.1/11")( U. taST lOAl)$t .6MO ..n.oo PSI' Of:5IGH lQAOS, -41.12: -4tH liSP WATER ItllllUAAtION TUT, '" PSlC TtlSHO Ci~ASSI On-3~M-.A.NNrA~<<''' H^~, JA/1!l5CAE;W SPACING. ,~~" ,)~ //7 ~/.//, , . 3/1 a" ANNeALEO GI..ASS FW\NG!1 FRAMe 1x OR ~ WOOD BUCK STANDARD RAIl. TEST UNf1' ?~RfORMANO~ SUMM,A.8.V . AIlFeAe.Ncli. PTL.HI92 12-8-91 TeST SIZE. 53,1/8" X 1'-1/4- reST 1.0A051 -67.$. .67.5 PSP OUIGN 1.0"05. .45.0. .45.0 PSI' TE5TtO CI.ASS, !/1,,-.Atj/ll!:ALEO HAl(. JAMB SCREW SPMINa, ,S_J/Io- Po \1-3/4" NOU.JMPAct R.eSISTANt 3,l1e.AHllfALW GtAS...STO RAIl. WINDOW COMPAAAl1ve AJ4A1. YSlS OHAFiT . caSl(iN LOAO CAPActlY. PSF WOObfl'Cl1tWS(Zl(WOOOOU rAPCON$lllWOO1)IlI.l(;l<) r.-.pc;ol/S IIxWOOO euclQ QTt. ": ~UlfNC /lIOAtNC ~T". 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'~o IU ."'" ~,N~ ~. neVArlON fLANGI! FRAMe SINGLe HUNG WINDOW ~ CR~ATED 11/11/02 3 .. .m.i ~~ ~~ ~~ i~ U '~;'rI'J , ""MAX, If"'P.' 120 SEC. MPH GUST D 1L' D AN6CO L ENGINEERING, FA. P.o. BOX 34e'(D .. APOLLO eEACH .. FL~IPA .. 33&12 ~ .. (813) 64& ~166 FAX .. (813) 64& ca698 1:e 4&10 @~ ~A\\INCS AND DESleNS ARE lHE J01NT PROPERlY ~ DANSCO ENGINEERING P A. AND THE 111IS PROJECT. ANY Rtl'ROOUCDON OR UNAUTHORIZED USE IS PROHJBlnD. '- 2003 6CAlE NOTeO DATE, 111m LeNNA~ ~OMEe T AMJOA PIVfsrCN P~U.N a.v. DOO~ . WINDOW INeTAL.LATfONe OE JOB NO. R1 .. &021 8PW3-L > :0 ..,. :D >> ::-..l " D " ..- :D :D - S C ~ ~ C o ~ Cl ,. a ~ 1- .c :1- J. :0 - :r: < z:: Z .u ....I - ..- s S ::-..l ::) :0 - :0 :c: g -' :0 - i!: PROD1X T CA TE60RY SUB CATE60RY MANUf' AC TlJRER FL ** EXPIRATION DATE PRODUCT CATE60RY SUB CATE60RY MANUFAC TlJRER FL ** EXPIRATION DATE PRODUCT CATE60RY SUB CA TE60RY MANLJFACTlJRER FL ** EXPIRATION DATE STRUCT1JRAL COMPONENT CONNECTORS (MASONRY/CONCRETE) SIMPSON S TRUC TlJRAL COMPONENT CONNEC TORS (MASONRY ICONCRETE) IJSP DOORS HOOD ENTRANCE LAHSON INS. FL 122'1 12/0512005 STRIJCT1JRAL COMPONENT HETA20 SIMPSON FL 414 10103/2005 STRUCTlJRAL COMPONENT HT A20 IJSP FL 8>21 10131/2005 HINDOHS FI XED HiNDOHS LAHSON INS. FL 1230 12/05/2005 STRUCllJRAL COMPONENT METAI2 SIMPSON FL 414 10103/2005 STRUCllJRAL COMPONENT HTA20-18> USP FL 8>5'1 10131/2005 HINDOHS FIXED HINDOWS KINCO FL 125 0<1111/2005 STRUC WRAL COMPONENT METAI6 SIMPSON FL 474 10/03/2005 STRUC WRAL COMPONENT HTTI6 USP FL 8>21 10131/2005 HINDOHS FIXED HINDOHS BETTER BIL T FL 616 PENDIN6 STRUCllJRAL COMPONENT MET A20 SIMPSON FL 474 10/03/2005 STRUC WRAL COMPONENT HTT22 USP FL 8>21 10131/2005 HINDOHS FIXED HINDOHS FLA. EXTRUDERS (MILESTONE) FL 44 OCl/02/2005 STRUCWRAL COMPONENT HTTI6 SIMPSON FL 503 10/03/2005 STRUCWRAL COMPONENT LTSlq USP FL 8>22 10131/2005 HINDOHS FIXED HINDOWS eENERAL ALUMIM\NLJM FL 255 OCl/24/2005 STRIJCllJRAL COMPONENT HTT22 SIMPSON FL 503 10/03/2005 STRUC T1JRAL COMPONENT L TS20B IJSP FL 8>22 1013/12005 HINDOHS FIXED HINDOHS 6ENERAL ALIJMIM\NUM FL 263 0<1/25/2005 STRIJCllJRAL COMPONENT LTTlq SIMPSON FL 414 10/03/2005 S TRUCllJRAL COMPONENT MTS21B IJSP FL 8>22 10131/2005 HINDOHS FIXED HINDOHS 6ENERAL ALIJMIM\NIJM FL 16erT 02/04/2006 STRUCllJRAL COMPONENT L TT20B SIMPSON FL 414 10/03/2005 S TRUC llJRAL COMPONENT TDX2 USP FL 8>16 1013112005 HINDOHS FIXED HINDOHS SIMONLON HINDOHS FL 118> OCl/ICl/2005 STRUCllJRAL COMPONENT LTTI31 SIMPSON FL 414 10103/2005 S TRUC llJRAL COMPONENT TDX20 USP FL 8>16 10131/2005 HINDOHS SIN6LE HUN6 LAHSON INS. FL 1225 12/05/2005 STRUCllJRAL COMPONENT MTT28>B SIMPSON FL 503 10103/2005 STRUCllJRAL COMPONENT TDX5 LJSP FL 8>16 10131/2005 HINDOHS SI N6LE HLJN6 KINCO FL 123 0<1111/2005 STRUCllJRAL COMPONENT HTSMI6 SIMPSON FL 1423 12130/2005 S TRUC llJRAL COMPONENT LU6T2 USP FL 8>11 10131/2005 HINDOHS SIN6LE HUN6 BETTER BIL T FL 663 PENDIN6 STRUCllJRAL COMPONENT HTSM20 SIMPSON FL 1423 12130/2005 STRUC llJRAL COMPONENT H6AMI0 USP FL 8>ICl 10131/2005 HINDOHS SI N6LE HLJN6 FLA. EXTRUDERS (MILESTONE) FL 42 OCl/02/2005 S TROC llJRAL COMPONENT MTSMl6 SIMPSON FL 1423 1213012005 STRUCllJRAL COMPONENT FA3 USP FL 8>22 10131/2005 HINDOHS SIN6LE HlJN6 6ENERAL ALUMI M\NIJM FL 254 0<1/24/2005 STRUCllJRAL COMPONENT MTSM20 SIMPSON FL 1423 12130/2005 STRUCllJRAL COMPONENT PAU44 IJSP FL 8>21 10131/2005 HINDOHS SIN6LE HUN6 6ENERAL ALUMIM\NUM FL 16<18> 02/04/2006 S TRUC llJRAL COMPONENT MSTCM40 SIMPSON FL 1<101 02/18/2006 S TRUC llJRAL COMPONENT P AU66 IJSP FL 8>21 10131/2005 HINDOHS SIN6LE HUN6 SIMONLON HINDOHS FL 204 0<1/22/2005 STRUCllJRAL COMPONENT HD2A SIMPSON FL 503 10103/2005 STRUC T1JRAL COMPONENT PHD2 LISP FL 8>11 1013112005 HINDOHS SIN6LE HUN6 ENER6Y SAVlN6S PRODS. OF FL FL 1'150 03/12/2000 STRUCllJRAL COMPONENT HD5A SIMPSON FL 503 10103/2005 S TRUC TlJRAL COMPONENT PHD5 IJSP FL 8>11 10131/2005 ~INDOHS DOUBLE HVN6 ENER6Y SAVIN6S PRODS. OF FL FL 1"153 03/12/2005 STRIJCllJRAL COMPONENT HD6A SIMPSON FL 503 10103/2005 STRUC llJRAL COMPONENT PHD6 IJSP FL 8>11 10131/2005 ~INDOHS HORIZONTAL SLIDERS LAHSON INS. FL 1226 12/05/2005 STROCllJRAL COMPONENT HD8>A SIMPSON FL 503 10103/2005 S TRUC ruRAL COMPONENT PHD8> LISP FL 8>1/ 1013112005 HINDOHS HORIZONTAL SLIDERS SIMONLON HINDOHS FL 203 0<1/22/2005 STRUCllJRAL COMPONENT HDIOA SIMPSON FL 503 10103/2005 ~INDOHS HORIZONTAL SLIDERS KINCO FL 124 0<1111/2005 STROCllJRAL COMPONENT HDI4A SIMPSON FL 503 10103/2005 ~INDOHS HORIZONTAL SLIDERS BETTER BIL T FL 610 PENDING SIMPSON FL 503 10103/2005 PRODUC T CA TE60RY CONNECTORS (HOOD) USP HINDOHS HORIZONTAL SLIDERS FLA. EXTRUDERS (MILESTONE) STROCllJRAL COMPONENT HDI5 FL 43 OCl/02/2005 STROCllJRAL COMPONENT SIMPSON FL 414 10103/2005 S TRUC llJRAL COMPONENT RTI1 IJSP FL 8>16 10131/2005 HINDOHS HORIZONTAL SLIDERS 6ENERAL ALUMIM\NUM HeT2 FL 254 OCl/24/2005 STRUCllJRAL COMPONENT HeT3 SIMPSON FL 414 1010312005 STRUCllJRALCOMPO~T RT20 IJSP FL 8>16 10131/2005 HINDOHS HORIZONTAL SLIDERS 6ENERAL ALUMIM\NUM FL 16Cl8> 02/04/2006 STRUCllJRAL COMPONENT 10103/2005 S TRUCllJRAL COMPONENT RTI6 LISP FL 8>16 10131/2005 HINDOHS MULLIONS LAHSON INS. H6T4 SIMPSON FL 414 FL 1221 12/05/2005 STRUCllJRAL COMPONENT SIMPSON FL 1423 1213012005 S TRUC ruRAL COMPONENT RT16-2 USP FL 816 10131/2005 HINDOHS MLJLLlONS KINCO L6T2 FL "151 11/04/2005 STRUCllJRAL COMPONENT MeT SIMPSON FL 1423 1213012005 STRUC llJRAL COMPONENT MTHI2 USP FL 8>20 10131/2005 HINDOHS MULLIONS FLA. EXTRUDERS (MILESTONE) FL C\14 PENDIN6 STRUCllJRAL COMPONENT H6AI0 SIMPSON FL 1423 12130/2005 S TRUC llJRAL COMPONENT MTHI6 IJSP FL 820 10131/2005 HINDOHS MULLIONS 6ENERAL ALUMIM\NIJM FL 1252 12/03/2005 STRUCllJRAL COMPONENT H6AMI0 SIMPSON FL 1423 12130/2005 S TRUC ruRAL COMPONENT MTHI8> USP FL 820 10131/2005 "'XTERIOR DOORS SLlDIN6 LAWSON INS. FL 1228> 12/05/2005 STRUCllJRAL COMPONENT MSTAM24 SIMPSON FL IClOI 02/18>/2006 STRUCllJRAL COMPONENT HTHI6 USP FL 8>20 10131/2005 EXTERIOR DOORS SLlDIN6 KINCO FL 126 12/05/2005 STRUCllJRAL COMPONENT MSTAM36 SIMPSON FL IClOI 02/18>/2006 S TRUC llJRAL COMPONENT HTH20 USP FL 8>20 10131/2005 EXTERIOR DOORS SLlDIN6 BETTER BIL T (MI HOME PROD.) FL 561 12130/2005 STRUCllJRAL COMPONENT HMCl SIMPSON FL 1423 12130/2005 S TRUC llJRAL COMPONENT SPT22 USP FL 8>11 10/31/2005 XTERIOR DOORS SLlDIN6 FLA. EXTRUDERS (MILESTONE) FL 45 0<1/02/2005 STRUCllJRAL COMPONENT MAS SIMPSON FL 414 10103/2005 S TRUC \1.;'RAL COMPONENT SPT24 IJSP FL 8>n 10131/2005 EXTERIOR DOORS SLlDIN6 6ENERAL ALUMIM\NUM FL 264 0<1/25/2005 STRUCllJRAL COMPONENT ABU44 SIMPSON FL 414 10/03/2005 S TRUC ruRAL COMPONENT SPT4 USP FL 8>21 1013112005 E:XTERIOR DOORS SLlDIN6 SIMONLON HINDOHS FL 184 0<1/22/2005 STRUCllJRAL COMPONENT PHD2-SDS3 SIMPSON FL 503 10103/2005 S TRUC llJRAL COMPONENT SPT6 IJSP FL 8>21 1013112005 FXTERIOR DOORS SLlDINe THERMO- TRU CORP. FL 1110 11/20/2005 STRUCllJRAL COMPONENT PHD5-SDS3 SIMPSON FL 503 10103/2005 S TRUC T1JRAL COMPONENT A3 IJSP FL 8>20 10/31/2005 l=XTERIOR DOORS SHIN61N6 LAHSON INS. FL 122<1 12/05/2005 STRUCllJRAL COMPONENT PHD6-SDS3 SIMPSON FL 503 10/03/2005 S TRUC llJRAL COMPONENT A34 USP FL 8>16 1013112005 EXTERIOR DOORS 6ARA6E DOORS CLOPAY BULlDINe PRODUCTS FL 542 12/12/2005 STRUCllJRAL COMPONENT PHD8>-SDS3 SIMPSON FL 503 10/03/2005 STRUCllJRALCOMPONENT MP4F USP FL 8>21 10131/2005 FXTERIOR DOORS 6ARA6E DOORS HAYNE DALTON DOORS FL 8>8>1 11/04/2005 STRUC llJRAL COMPONENT LTAI SIMPSON FL 1423 1213012005 STRUC~LCOMPONENT LSTAI2 USP FL 8>16 10/31/2005 FXTERIOR DOORS SHIN61N6 JELD-HEN FL 4Cl8> 10131/2005 STRUC-llJRAL COMPONENT LSTAI5 USP FL 8>:6 10131/2005 F=XTERIOR DOORS SHIN61N6 JELD-HEN FL 53Cl 1013//2005 STRUCruRAL COMPONENT LSTAI8> LISP FL 8>16 10/31/2005 FXTERIOR DOORS SHIN61N6 PLASTF'RO INcJNANY A PLASTICS FL 1321 12/15/2005 PRODUCT CATE60RY CONNECTORS (HOOD) SIMPSON S TRUCllJRAL COMPONENT LSTA24 IJSP FL 8>16 10131/2005 EXTERIOR DOORS SHIN61N6 THERMO- TRU CORP. FL 118>5 11/21/2005 STRUCllJRAL COMPONENT H25 SIMPSON FL 414 10/03/2005 S TRUCllJRAL COMPONENT LSTA30 USP FL 8>16 1013/12005 STROCllJRAL COMPONENT H5 SIMPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT LSTA36 USP FL 8>16 10131/2005 STRUCllJRAL COMPONENT Hl SI MPSON FL 414 10103/2005 STRUCllJRAL COMPONENT MSTC40 USP FL 8>11 10/31/2005 STRUCllJRAL COMPONENT HIO SI MPSON FL 474 10103/2005 S TRUCllJRAL COMPONENT MSTC52 USP FL 8>11 10131/2005 STRUCllJRAL COMPONENT H10-2 SI MPSON FL 414 10103/2005 S TRUC llJRAL COMPONENT MSTC66 USP FL 8>n 10131/2005 STROCllJRAL COMPONENT Hlo SIMPSON FL 1423 12130/2005 STRUCllJRALCOMPONENT MSTCI8> LISP FL 8>11 10/31/2005 STRUC\1.;'RAL COMPONENT MTSI2 SIMPSON FL 414 10103/2005 S TRUCllJRAL COMPONENT KCC44 USP FL 8>22 10/31/2005 STROCllJRAL COMPONENT MTSI6 SIMPSON FL 474 10/03/2005 STRUCllJRAL COMPONENT MTS20 SIMPSON FL 474 10/03/2005 FL 538> 10103/2005 PRODUC T CA TE60RY MASONRY HAN6ERS LISP STRUCllJRAL COMPONENT HTSI6 SIMPSON HTS20 51 MPSON FL 538 10103/2005 S TRUC ruRAL COMPONENT NFM USP FL 578> 10/OCl/2005 STRUCllJRAL COMPONENT STROCllJRAL COMPONENT SPI SIMPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT SP2 SI MPSON FL 414 10/03/2005 PRODUC T CA TE60RY SUB CATE60RY MANUF AC llJRER FL ** IEXPiRATION DATE STRUCllJRAL COMPONENT SP4 SIMPSON FL 414 10/03/2005 S TRUC llJRAL COMPONENT CONCRETE LINTEL CAST CRETE FL 158> 0<1/18>/2005 STRUCllJRAL COMPONENT SP6 51 MPSON FL 414 10/03/2005 S TRUC llJRAL COMPONENT CONCRETE LINTEL LOTT'S FL 1441 03/11/2006 STRUCllJRAL COMPONENT SSP SI MPSON FL 1423 12/30/2005 S TRUC llJRAL COMPONENT CONCRETE LINTEL HEIKlHA FL :418> 03/11/2006 STRUCllJRAL COMPONENT DSP SI MPSON FL 1423 12130/2005 S 1RUC llJRAL COMPONENT CONCRETE LINTEL COMMERCIAL FL 1T14 03/12/2006 STROCllJRAL COMPONENT A23 SI MPSON FL 414 10/03/2005 S TRUC llJRAL COMPONENT CONCRETE LINTEL MARION MASONRY FL 2155 03/2<1/2006 STRUCllJRAL COMPONENT A35 SIMPSON FL 414 10/03/2005 STRUCT1JRAL COMPONENT LTP4 SIMPSON FL 474 10/03/2005 STRUCllJRAL COMPONENT L6T2 SIMPSON FL 1423 12130/2005 PRODUCT CATE60RY SUB CA TE60RY MANLJF AC ruRER FL 1* EXPIRATION DATE STRUCllJRAL COMPONENT M6T SI MPSON FL 1423 12130/2005 ROOFIN6 ASPHAL T SHIN6LES 6AF Moterlols Cor. FL 18>3 0<1130/2005 STRUCllJRAL COMPONENT HGT2 SI MPSON FL 414 10/03/2005 ROOFIN6 ASPHALT SHIN6LES CERTAIN TEED CORPORATION FL 250 OCl/24/2005 STRUC llJRAL COMPONENT H6T3 SIMPSON FL 414 10/03/2005 ROOFIN6 ROOFIN6 TILES MONIERL LIFE TILE FL 560 11/04/2005 STRUCllJRAL COMPONENT H6T4 SIMPSON FL 414 10/03/2005 ROOFIN6 CEMENTS-ADHESI VES-CO A TIN6S TROPICAL ASPHALT PROD CORP FL 148>3 01106/2006 STRUCllJRAL COMPONENT LSTAI2 SI MPSON FL 1"101 02/18/2006 ROOFIN6 IJNDERLAYMENTS TAMKO ROOFIN6 PRODUCTS, INC FL 1144 02/10/2006 STRUCllJRAL COMPONENT LST AI5 SIMPSON FL 1'101 02/18>/2006 ROOFIN6 CEMENTS- ADHESI VES-COA TI N6S TAMKO ROOFIN6 PRODUCTS, INC FL 141Cl 01/06/2006 STRUCllJRAL COMPONENT LSTAI8> SI MPSON FL lerOI 02/18>/2006 ROOF,N6 ROOFIN6 FASTENERS SENCO PRODUCTS FL 2Z11 04/05/2006 STRUCllJRAL COMPONENT LSTA24 SIMPSON FL lerOI 02/18>/2006 S TROC 11)RAL COMPONENT DECK-ROOF EN6LERT, I NC FL 2266 04/13/2006 STRUCllJRAL COMPONENT LSTA30 SI MPSON FL 1"101 02/18>/2006 STRUCllJRAL COMPONENT LSTA36 SIMPSON FL 1<101 02/18>/2006 PRODUC T CA TE60RY SUB CA TE60RY MANIJF AC llJRER FL l* EXPIRATION DATE STRUCllJRAL COMPONENT LSTI4q SI MPSON FL 414 10103/2005 S TROC llJRAL COMPONENT EN61NEERED LUMBER TRUS JOIST FL 1630 02/13/2006 STRLlCllJRAL COMPONENT MSTC28 SIMPSON FL 414 10103/2005 S TRIX-llJRAL COMPONENT EN61NEERED LUMBER BOISE EN6. HOOD PROD. FL 1644 03/12/2006 STRUCllJRAL COMPONENT MSTC40 SI MPSON FL 1<101 02/18>/2006 STROC llJRAL COMPONENT EN61NEERED LUMBER BOISE EN6. HOOD PROD. FL 1645 03/12/2006 STRUCllJRAL COMPONENT MSTC52 SI MPSON FL 1"101 02/18>/2006 STRUCllJRAL COMPONENT MSTC66 SI MPSON FL IClOI 02/18>/2006 STROCllJRAL COMPONENT HSTC78 SIMPSON FL IClOI 02/18/2006 PRODUCT CATE60RY SUB CATE60RY MANLJF AC llJRER FL ** EXPIRATION DATE ROOF 'v'ENTILATORS SOFF I TS KAYCAN LTD FL 1'165 04/05/2006 ROOF VENTILATORS SOFFITS KAYCAN LTD FL 1146 12/1"1/2005 PRODUCT CATE60RY HAN6ERS SIMPSON ROOF VENTILATORS SOFFITS CAMERON ASLHLEY BUILDIN6 FL 400 11/24/2005 STRUC-llJRAL COMPONENT HUS26 SIMPSON FL 414 10103/2005 OTHER MODIFIED BITlJMEN CERTAIN TEED CORP-ROOFIN6 FL 41'1 10102/2005 STRUCllJRAL COMPONENT HVS26-2 SI MPSON FL 414 10/03/2005 OTIiER TY\IEK HOUSE HRAP DUPONT FL 2145 PEND I Ne STROCllJRAL COMPONENT HUS28 SIMPSON FL 414 10/03/2005 OTHER 6lASS BLOCK PITTSBURGH CORNIN6 CORP FL 250 OQ/24/2005 STRUCllJRAL COMPONENT HUS28>-2 SI MPC.JON FL 414 10103/2005 STRUCllJRAL COMPONENT HIJS210 SI MPSON FL 414 10/03/2005 STRUCruRAL COMPONENT HVS210-2 SIMPSON FL 474 10/03/2005 STRUCllJRAL COMPONENT HeuS26 SI MPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT H6US26- 2 SIMPSON FL 474 10/03/2005 STRUCruRAL COMPONENT HeuS28 SI MPSON FL 414 10103/2005 STRUCllJRAL COMPONENT H6US28>-2 SIMPSON FL 414 10/03/2005 STROCllJRAL COMPONENT HeuS210-2 SI MPSON FL 474 10/03/2005 STROCllJRAL COMPONENT HVSC26-2 SIMPSON FL 414 10103/2005 STRUCllJRAL COMPONENT HUSG28>-2 SIMPSON FL 414 10103/2005 S TRUC T1JRAL COMPONENT MBHA SIMPSON FL 538 10/0112005 STRUCllJRAL COMPONENT ITT SIMPSON FL 414 10/03/2005 PRODUCT CATE60RY ANc.HOR SYSTEMS SIMPSON STRUCllJRAL COMPONENT HED6E ANCHORS SIMPSON FL 402 10/01/2005 S TRUC Th'RAL COMPONENT SLEEv'E ANCHORS SIMPSON FL 402 10/01/2005 /' '" STRUCllJRAL COMPONENT DROP IN ANCHORS SIMPSON FL 402 10101/2005 D E D AN5CO STRUCllJRAL COMPONENT THD TITEN HD SIMPSON FL 2304 04/06/2006 STRUCllJRAL COMPONENT TIN TITEN SCREW SIMPSON FL 2355 04130/2000 ffi CREA TED 04- 05- 04 EN~INEERING, P A.. p.o. eox 34t1)0 - AP01.1.0 eEACH - F1.ORIDA - 33512 PRODUC T CA TE60RY CHEMICAL TIES SI MPSON ~ - (&13) 64& 0166 FAX - (813) 64& <a6~ STRUCllJRAL COMPONENT SET EPOXY SI MPSON FL 402 10101/2005 Ee 4&10 @ IHESE DRAWINGS AND DESIGNS ARE 111E JOINT PROPERTY Of DANSCO ENGINEERING, PA &: 'THE STRUCllJRAL COMPONENT ET EPOXY SI MPSON FL 402 10/01/2005 CUENT ON l11IS PRO-ECT, ANY REPRODUCTION OR UNAUll10RIZED USE IS PROHl8llED, - 2004 STRUCllJRAL COMPONENT AT ACRYLIC-TILE ADHESIVE SIMPSON FL 2304 04/06/200& 5CAL.E NOTED DRAtLN B.V. DATE 4/5/04 N:/BLOCKS/STD 2001 FLORIDA PRODUCT APPROVAL .. "- eFPA ~