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<br />
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<br />1.'/,37 ---:r 2,000 I
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<br />
<br />XO OR OX SIZES
<br />WJNDOWDJMS A DSD-ANNGLi\SS
<br />
<br />WIDTH HEIGHT
<br />
<br />BXT. (+) INT. (.)
<br />
<br />, '.
<br />
<br />4 50,0 67.0
<br />4 50.0 61,0
<br />6 50.0 67.0
<br />6 50.0 61.0
<br />6 50,0 54.2
<br />tr 50.0 51.0
<br />4 50,0 64,9
<br />a 50.0 54,3
<br />- 6 49.8 48.8
<br />6 42.9 42.9
<br />4 50,0 61.0
<br />-;r -Sf>.o 50.7
<br />6 36,5 . 36,B
<br />6 36.1 36.1
<br />4 50,0 .61,0
<br />6 St>.O 61.0
<br />G 60,0 50.1
<br />4 50,0 53.8
<br />6 50.0 . 50.1
<br />9 3~6 . 39~
<br />4 45.0 46,0
<br />6 36.1 36,1
<br />A ~ NO, OF ANCHORS PER HEAD Be SI!.L .
<br />S~RlgS-65DO ALUM. HORI~.,S..l.fOING WINnow
<br />!iO~PARATlva A~ALV$'S CHART
<br />
<br />BASED ON FTL-1130 OF 01-21.95
<br />TeST sIze :'112." x 46" (OX)
<br />DESIGN LOADS::; +50.0. .43.3 PSP
<br />WATER INFIl. iRATION 'tEST c: 1.a PSF
<br />!ESTSD GLASS ~ osa ANNlMli:/1
<br />
<br />24"
<br />36"
<br />48"
<br />60"
<br />72"
<br />
<br />24"
<br />
<br />24"
<br />36"
<br />48"
<br />60"
<br />72.11
<br />
<br />36"
<br />
<br />241i
<br />36"
<br />48"
<br />60"
<br />
<br />4B"
<br />
<br />37"
<br />53-1/8"
<br />,14"
<br />37"
<br />53-1/a"
<br />"l4~
<br />37"
<br />53-1/8"
<br />
<br />26"
<br />
<br />36-3/8"
<br />
<br />60-5/81'
<br />
<br />IT614
<br />1
<br />2
<br />3
<br />.c
<br />5
<br />G
<br />7
<br />a
<br />9
<br />10
<br />II
<br />12
<br />13
<br />. l.c
<br />15
<br />'16
<br />17
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<br />19
<br />20
<br />21
<br />2e
<br />
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<br />!.-1:n
<br />1.-761
<br />1."76~
<br />1.-7:54
<br />1.-772
<br />1.-751
<br />1."1:36
<br />1...767
<br />FHQ~
<br />
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<br />1
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<br />AS RtOo.
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<br />
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<br />/'VS-003 .
<br />!'vs-on:!
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<br />1.-722
<br />1;>>763
<br />1.-764 .
<br />r."7U
<br />1.-741
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<br />I. TKl9 PROOU(;\' IS OESIGNEO ,AS FER 1l1G SOUTH FLORIDA I3lJMliNO coo&:
<br />ISH (DmQ~ fOR I.Il-'MI-DJ.D! COUNtY Olt ZOOI nO/lIOA !J1JILCINO CODE. .
<br />IoLSO FOP. WINO .LOnlS /oS' PtR.~eli: 1lJStHQ cOMtSPQ!1{llHQ lO,lJ)g,
<br />e. WOOD BUCKS B"f OlliEAg, Must at mtHOIUl) PROPER!." TO WHSftR
<br />LOADS 10 TI-iE STRUCrURf:. . . . .
<br />J. mCHOR3 SKAt!. at! AS WSlEO, SPAC€O AS SHOWN ON OtTAlLS.
<br />ANCHOR EI.IBEDMtNT TO BASe MATERIAl. SHA1.t. all GEYOND WALl.
<br />ORES SING OR STUCCO.
<br />
<br />DescntP'TIOli W.URIJ..r. mNr./suPl'liEll/REMAJU{S
<br />
<br />mAllt IUD &Q&']"T5 ..
<br />fEtAl-if: SILl. 6Q6')-15. .
<br />FRAH~ JAHII 6063-T5 ..
<br />FIX!!) RAil. 60&3"T& .
<br />VUlT }oIEtnN3 RAIl. em-T6"
<br />to? AND Donati RA1L 60S3-T!"
<br />JAHB STILE 60~3-T6 ..
<br />c.t.A2lNG stAll . AlUH1/Mi ROI.I. fORMED
<br />fRAHtlVtNT ASSEMBl.Y SCRtVS - . a 1< 3/-4' P.H, Plilll.t?S
<br />fl~ RAIl. SILl. SCRE,"f .. . a x a' p,/t PHJLt.tP~
<br />vtHT JAMB RAIl. 1oI'.nRLFi'ING VINYl. lI-4' DrA, 1l\Jl.D
<br />FlH SEAl. \iCA'IHtRSiIUf'I'JliG - .191' lC ,al~' aaaa-S001..n
<br />F1H $tAL Vt':ATIltiUTR1IlPIHG - J91' X ,350' (7e34~oot..7)
<br />Flit stAL 'w't:ATHCRSTRlPf'It.'q" ,U:11' )( .310' C793Q.&~OI"~)
<br />
<br />.. ..
<br />
<br />vENr rACE OUIDe:
<br />VEHT Rot.l.EIt HOUSING
<br />VOlT ROlW/\I}{tEI.
<br />SItI. TRACK INS !:At
<br />VE:til lATCH
<br />voo l.ATCH SPRING
<br />
<br />Pt.ASTlC
<br />f't.ASTlQ
<br />BRAS!
<br />6~3"T6
<br />'063"T6
<br />
<br />..
<br />AT a-lIe' FROM tuJl!f II HIIlSPAI1
<br />A't EACH e;NJ)
<br />
<br />@
<br />
<br />4
<br />
<br />EXTERIOR
<br />
<br />\llNDCIJ IJI0fli
<br />
<br />~o ~your
<br />I)X O??OSI~
<br />
<br />/'
<br />
<br />-
<br />
<br />ROLL. FORM EO AlUli
<br />G,WINO SEAO
<br />-DSB ANN. GlASS
<br />AOHESNE .
<br />1EDOINO COMPO UNO
<br />
<br />~ \ ['..
<br />/ / I"
<br />V'~ I
<br />,tl.'1 .
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<br />
<br />FIXED M1G. RAil CORI:;l~fl
<br />
<br />APPRO~O CONf'iGVRt.TIONS .
<br />01.).55 WIDTHS TO BE EQUAl. ON MOVING mo F1XW LITES
<br />WOOD "BUCKS Nor BY LAWSON INDUSTRIES, MUST SUSTAIN
<br />LOADS IMPOSED BY GlAZING SYSTEM AND TAANSFEf1.
<br />THEM TO THe: 8UILOlNG STRUCTUR~.
<br />
<br />.TYPIC~' ANCHOBS: SEE.. EI.tY./CHARr' fOR SPACING
<br />
<br />. :3/1 elf TAPCONS
<br />INTO 28Y WOOD SUC!<S OR IYOOD STRUCTURE
<br />. ,.. MIN. P~NETRAnON INTO .WOOD
<br />THRU lav WOOD BUCKS INTO MASONRY OR OIRECTLY INTO MASO~RY
<br />1-1/4" MIN. EMBEO INTO MASONRY , .
<br />
<br />~E^W\NTS.l .'
<br />tACH VWT CORNER SEAlltD WITH WHlTE COlORED Se::AI)NT.
<br />
<br />~ 'WEEPHOLESl
<br />WI ... (I-IJa" X 1/4" DRAIN HOLE) AT 1-3/4- FROM EACF'H':mNO
<br />W2 :2 <,. X 3/1 a~ WEEP HOLE) AT 2" mOM EACH END O. VI:.
<br />
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<br />1,0;55 ~'993
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<br />.090
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<br />
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<br />
<br />SI1.l. lfV,CK
<br />
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<br />.PLAZIl'1G PETAU...
<br />
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<br />n~- MlN. WOOD (MBED .
<br />AS SHOWN ON n'VATlON
<br />4_1,.....,. tSll.~ilWjg~'i1ic~~~~~PCA -1I8N.ANN
<br />,~,.. M;).e. ' " " s.t~,s, N\J GLASS .
<br />O~~~STl f~.!"i~o~oc~~~giD \ \ /M~M~~~~~7E
<br />~. d "><::~ H'9?OIHT y fW~.v- ~
<br />:r ZIC (I' T.I '.115" . 3
<br />. . I WOOD aU(K 12
<br />~. (/~~)(-
<br />1~ J 7\.\ ir ,.,- -.. ........lI1IU ~
<br />. [). ....~- ""'!j \ ~ ~~
<br />@@ ::~. ~'(Q' --L T . ~ v ~ - =....~,...__-:::III lY
<br />~ '- :- CLeAR AIJHa5t't'! ~J
<br />3/W'.ANN. BEOOING COMI'QUNOZIf (I' T,) UIIS" 13 @
<br />av.S! WOOD BUCK ..,31S" Ci\.A~iNG 0
<br />~J~:~~.^~!.I'!a " OEl>tH limn .
<br />ore.. lK ,8ltu · , WlUDI1W WIQTH
<br />r"[' ~/ I./J' 15 PLAN VIEW
<br />3/t 611 ANNeALeD GLAsa
<br />Fl.ANGE FRAME
<br />1.09J" r;;: IiiAi~ ~\I.i'lI lJ 1,'.1 . .- I _,~"..TAP(c" lxOR2J<WOODBUOK
<br />. ~r- JF "I ~ d . 8 v @ 4" FROM CORNERS ~itr6~lfTV RAIL
<br />"koot \ ka \0 .. · ~,. 4. . II' . PERFORMANCE SUMMAljX
<br />@ !;\4 .... Re:I"EIUNC~1 PTL..'SU 12..8..91
<br />B I. ... · ." · ~'Ie IP.T.t TEST SIZE. 5]-t1~. X 14-114"
<br />I '" l\1 wu,,.., DUlY .. .. ....
<br />~H · '" .. . WuOD SliCK TEST LOADS. .91,,5. ~94.5 PaP
<br />i A I' MElmNlJ RAIl. (' ..............., ~' ,,1o"I1AX OUIGN LOADS1 -63,0, - 63.0 pstt
<br />:::: r' SHtH' WATI!RINPILrRA'I'IONlESTI9,SPSP ,
<br />, . ....-' -...... I Tl'STEO Gt.ASSl iUl~"..ANNtAl.EO
<br />,1l9" HA:(. JAMa StAEW SPAtlNGt 1S.3/,." & \1-3/1."
<br />I -'. NON.IMoAot ReSISTANt
<br />..1-- ''\ .68t t.o
<br />/\ ~ 3JjtMNNEAUO GtASg.HD RNt.
<br />@@f: 'cD W1NOOWCOMPARAllVI:
<br />" ,..... CUM I\OHESIVB . ANALVSIS cHART
<br />. SEOOING COMPOUN~ WI~OOW DESIGN LOAD OAPACtlV. PSt'
<br />Y ~ DiMENSIONS WOOD SCAtMI [Z;( WOOD ElUCl<: TmONS (II( WOOO euclQ TAPCONS (lltWOOD sue\<)
<br />~I 20 ,: . ~ ~~W ~~9~J ~m~: POSIl'IVI "lOATNC ar.,.. Of PO~t"\'! "EBATlvl ~m~ Pllll11vr N(~A"IV(
<br />".tlD II).:! JIM n.' IU~ n.>> 2&0.6
<br />24:;;;' 6'"i ;su . 'i'iJ"~' . "i'oG:i &U ' "'),1
<br />. t. 26 tlJ "U"'flU "' t I" I~" . 1)1 . . I~ . t. 1st 'H.f "'.,hUI ." "U"I'II' ,
<br />IB a. ;1.. &H - 1I~.' .., P:L.. ..M ,.r...t ap. IlL),
<br />.u.. S;1ol/1S 6U . 19.10 SU n.o f),) au
<br />1'.111 6U UU 6U ,n~ us :nu
<br />I "".UII. I . t 41' ... .... '14'" II ,... I. .au.., '. UIlUlt..
<br />240111 U-JII ISl ~.n:!" UM. . 151 6~.~ ,. . ,!'.7:r, 171 ".J,~t. 'H."
<br />')7 n." . '~.!:~_: , .. ~.u ~=.:). .. ~u 11~.~
<br />'.,:ti; n,) OM n.' ,.., aU au
<br />19.111 ",J 111.9 6U 121.6 UJ. IlU
<br />.........,. . ,. .. IW H' \U~ ,..'" . ... .. ... .... . ..n ..,
<br />.!~~,1I.'l n-"I tSl !'~" . \If:'. , 151 .. "~,H,,.. ." M9,!;t 111 ',H \I'"
<br />n n:l n.. au 6", 61J 8""
<br />.. u. .. 'nfl..... "f . tU' . . ~ . . .. I' . ,-, 'I 'f .........,
<br />51.1/1 U,) ".0 -. &),) 6U
<br />.t?~.~!.' . '~'?:!H"l 2!~.! It I~~:~''''' M.J~'\I~" .. l"~'~~' . nd.~
<br />24.1/2 ".1 . 14M 'U 96.1 US Uf.O
<br />,ui', u s6 t6. ";ii Uti ,I' ;,'i.t'" (&1 t.:J' &P.J tel 'H',iiH' .. 'ii:~ .
<br />ALT. HEADER & SIl.l. SeOTION '51"1'0 au ,/ . ha .m'j'i~" . .....~D.i ".. n.l ".t.
<br />___. , _ _ 11-1111. IU 2n.s ~u. IJU U1 "8.11
<br />'i,:vl 111 'U ,S,.4 ' ... .';'.j ... . ','0'0:; . &13 129.0
<br />1.1l'" 6) . II.'.... . "HUI"" ,t1J It) ,. ,...." .
<br />)1 6U IOU 6U 11.9 n.J U.'
<br />9:J'.iJa' 6;".e.1 . '';,:;-'' su 6U 6~,C.
<br />. 'f.'" 'U IIU 6U "'.0 IU ISL?
<br />'24.1'; 113 no.! "'3., ". as:1 .. n.) 'OM
<br />".1It. . I'll ..... " 11' 19" ..
<br />, )'r ',:U &8.8 n.J ":0 U' 1..,.
<br />tlO.~ p"~tti1tl[SIS IHOltAH' tlO, 0' n."i .,.6' . su _", . s;.s' i,'.a.
<br />"HCIiORS Pal J"l'Il1
<br />
<br />II "S,I1.S .
<br />moo HIN, WOOO EMBED
<br />,.. ~ S 112" fAOM CORNEAS
<br />~ c.& M10PqlNT
<br />
<br />2 II lP.y,1 WOOD llU(l<
<br />. NoT BV LAWSOtf INO.
<br />MUST SUSTAIIlIHPOSEO
<br />1.0ADS --"7
<br />
<br />1/1." ~
<br />SHIH HAX.... .-
<br />
<br />'.
<br />
<br />~.
<br />
<br />:-...,. SHi~'"
<br />r,'Z49" <-.\ 'It"'::::..
<br />
<br />1 ~ ,69~;" Z lC IP,T.l
<br />/\ I ~ II\. . . WOOD aUCi<
<br />@@: '0.
<br />
<br />: -CI..IlAA AOHUIVE
<br />:!I l6"-'AHN. BEOOING COMPOUND
<br /><<lI.AS~ I ,.
<br />It
<br />~ii~~t~mO ':i @
<br />I /'r
<br />l- t.or~ ~JIWIJ" UJ
<br />~ ~ ~i "'. ,:"("
<br />6 @ I II~Ii e:Jf..
<br />~ 1 @ ':, H!AVV OUTV
<br />... A I HE!'1'INCI RAIL
<br />
<br />-
<br />
<br />. CUM AOKt:Slvt
<br />aeOOINa ~OHPClUNO
<br />..-3/16"-ANN.
<br />
<br />GLASt ,~
<br />
<br />~
<br />
<br />.~it 10 S.H.S.
<br />,~. MIN. WOOD EMIW)
<br />SEE StHEOUllt aEl.OW
<br />FOR ANCHlm SMeltlCJ
<br />ITYP.I
<br />
<br />~~
<br />
<br />-'- 17
<br />ITS '\ /
<br />1/\
<br />
<br />
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<br />
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<br />2.:iSO~
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<br />.t1
<br />
<br />?,'
<br />~l~;~hM1:~G @
<br />
<br />WINDOW WIOTH
<br />
<br />~~
<br />
<br />PLAN VIEW
<br />.-
<br />
<br />I,..')
<br />i
<br />
<br />HEADER & SILL SEOTIQ.~ .
<br />
<br />ALT, SILL &,EOTIOf\1
<br />
<br />3J1G'-ANNeAlEO G.!.AS8.HO RAIL
<br />WINDOW OOMPARATIve .
<br />ANAL VSIS OHAR't'
<br />Wlt:OOW OESIGN LOAD
<br />CIMEll~IONS 'OAl'ACllY. f'$F
<br />Wtor~ I1tlG!!! ~OS'T1VI tlCCI"Trvr
<br />Jot"", b.tIon'
<br />If.UD 6:tJ 51U
<br />'2s:'ii'i" 26 It '6'i:,._4. ii,.t..'
<br />s; .. III : S;II .HJ1i~" u
<br />"ii~'li; . 61.3 ue.J
<br />It.111 u.) uu
<br />as. Iii" JMII ,.. ,'u 'iifr.' .
<br />HOlj'fo" 4st .....ali:i" ;si, t .
<br />. s t:.,iah I ,.., I t \~G:4" ,
<br />J':,"'tl ' I:' ~!.~~, ~.,,~,~;~.
<br />tc.ll2 to-5/1 6U 2CU
<br />"1t1i;'u ". . ~ ,;,:; , ,. .. 'J~O' .,
<br />I ... ...........1-0. ,.. .~'H'"
<br />nova 6U IU
<br />if-till U" 20'""
<br />ii:,,; .6 t. ,i:J'HII' . 'i!'I~'
<br />un ' (61 . 6'u ,. Wi..
<br />. IUIII tU'tIHHI . , . ...
<br />nolI' u,' . 'lU
<br />,,:t.,~!.! ....~.3.~ ~~9,'
<br />.U.I!~ " " ,~,3;~ .. .. .....'~~~
<br />If 111 us 'HI,1
<br />si:';ii nJ' m '..
<br />,!~:.I~~ au IOU
<br />21...112 14.\/4 'aj,,' ,.. 'HH,f.,.,"
<br />h UI" .i.i n.s
<br />. ,i:'/1 't;;''''' ,..;.
<br />tll'.ln PARCNT'H(SIS IIltlleAUS 110. 01'
<br />ANCHORS p~ lAtll'
<br />
<br />:--
<br />
<br />. I~Y '.~tr
<br />" II~:~ ~~ ~ 2~'
<br />, ./ts\ I '@.
<br />
<br />~ 2.299
<br />@ !'\._ ~t~aHT
<br />.@-f:1I4"HA)(.
<br />SHIH
<br />,,- -
<br />
<br />.~ := ~r:><
<br />
<br />I V(zO)~i
<br />~7 .
<br />16 ~ 5 2~
<br />, ..1l\
<br />~ .
<br />r jU t~ $,H.S,
<br />IW' MiN. WOOD tMllEO
<br />@ g.1I2" FROH CQR.NE~S
<br />, & @I MIDPOINT
<br />,
<br />
<br />~.~~
<br />~~
<br />
<br />Ij
<br />
<br />,181"
<br />en
<br />r
<br />
<br />" 10 9.l-U.
<br />I~~ HI.l,I. ~.JOO() tMSliO
<br />@I 5 -111" FROM CORNER$
<br />!Io Cll HIOPOIHT
<br />
<br />l2 II (PoT.1 .
<br />wooo auc!<
<br />
<br />I. !I' Ilo"
<br />
<br />T2ltIP,T.1
<br />WOOO BUCK
<br />
<br />NOTESl
<br />1 THIS.WINOOW SYSTEH IS OUIQNED At~O TrSTEO TO COM LV WITH THE
<br />RtQUIREMENTS 01' THfi '9i4 OM! COUNTV eOITION 01' THE SOUTH
<br />FLORIOA 6Uf~OIN(J COOE ISoP.a.C,1 CHAPTt:R 1,. CHAPTER 2J. CHAPTER n.
<br />UNOlR fHIt S\'>l!tlfllC CONOITIONS SHQWH OH tHIS 0\1 "WiNG.
<br />1, 2. waoo DUCJ<S SHALL se lN9TALLfiO n~OT'av L^WSO~ INO,t ANO ANCHORfO
<br />SO THAT THe QVI!.OINQ llESISTS THIl SIJPfAjM~OS(Q LOAOS IN ACCORCANCe:
<br />WITH REQUIREHE.NTS 011 1~91o s.p,a.c. .
<br />:J ANCHO~ OdCRlflE;O IN THIS !."YOU'/' ARE AS PER TESl' UHlT, orHEA
<br />. CONOITIONS TO 8! ENOIN6!R€O Sl;?ARATEt.'l',
<br />I. ANCHOR CONOITIONS NoT OtstRlaEa It' THIS ORAWINO "AI 10 Bt l!NQ,NUREO
<br />ON A SIU SPECIfIC OASIS.
<br />
<br />--...,-.-,..
<br />
<br />Ilt (P.t'.l WOOO BUC/( APPRovroASr.OMPLYjNG~rH~~
<br />NOT BV LAWSON ItltJ SOlJT1t!~pnjO.' BUILD/NO ~OtJll
<br />r~lJssusrAIHIHPQSt:~ATE f ~~l''',1OQ\
<br />f ~~;O~~
<br />
<br />_ ' eU.ll&maCOOECOMPUA~CE 1!fflCi
<br />ACCE?T.wCeNo. Ot~1I6'.11'.':'
<br />'f ~ u
<br />f i3IUt." ~ T ^PCO~
<br />A (Sf:UCHEOUI.!'
<br />r "BELOW FOA NUMBER
<br />\ c~ At/maRSI
<br />
<br />~
<br />
<br />1/1." SHIM
<br />MA
<br />
<br />4
<br />
<br />2'
<br />
<br />11 ..
<br />J \ 4
<br />
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<br />4
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<br />'l~ 71
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<br />1'._ 511.1.
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<br />f EMllED,
<br />. ~ ..
<br />
<br />.
<br />" ".
<br />
<br />"
<br />, ~
<br />1~71G. MIN.
<br />. to?~~.IST.
<br />
<br />JI16"ct TAPCONS
<br />@) ,. PROM CORNEAS
<br />
<br />U I~ 1H,S.
<br />\V," HtN. WOOO EHIS!O
<br />@I ,. fROM CO~NER!I
<br />ZlC(P.T,'... .I
<br />WOoo auc~
<br />
<br />.......
<br />
<br />HEADE~ & SILL SEOTION
<br />
<br />NOTESJ .
<br />t. tHIS WINOOW SYSTEM IS OESlONtO ANO TUnO TO COl1PLV wim THE
<br />R€QUiAEI1ENTS OF 'fHe: 1994 DADE COUNT V EomON 01' 'tHE SOUTH.
<br />PI.ORIQA BUILDIN(! COOl! (5,1',13,(.1 CHAPTllR i.. CHA~UA no CHA?TEF\ 35,
<br />UNOEA TH! $PEC1J'IC CONOmONS 'SHOWN ON THIS ORAwmo.
<br />2. 111 Drt 2 Ie WOOO BUCl<$ SHALl. Sit INS't AI. 1.&:0 (NOr BIf I.AWSOH WO,) AND
<br />ANCHORED SO THAT THE eLJ1~OINa RESISTS THE SUP~~MPOSEO LOADS IN
<br />A(COAO"NCI WITH REQUIREMENTS Oil 1994 s.p.e.c.
<br />~. ANCHOR DESCAIBED IN 'THiS lAYOUT Mil AS "ER 'fest UNIT.OTHtR
<br />CONOlTIons TO as ENOINEEAtC SEPARATE!. 'f.
<br />4, ANCHOR CONOIT)ONS HO'!' OESc.qtSeO IN THIS ORA WING AR( TO !II ENGINWUD
<br />. Ol'f A SIT! SPECifiC !!ASl9. .
<br />
<br />7030 "_W. 31lh CT.
<br />I1EI AWS 0 N MIAMI. tLORIOA 33t47
<br />~ ~OUSTRIU.IHC' (305) 696..8660
<br />
<br />UAMJrACTUR[R5 or WINDOWS . OOOflS
<br />
<br />3/16'f ANNEALED GLASS
<br />FIN FRAME
<br />2x WOOD BUCK
<br />HEAVY DUlY RAIL
<br />TEST UNIT
<br />PERFORMANoe SUMMARY
<br />
<br />REFERENClh FTL~lB91 1%-11-97
<br />TeST SIU.', sl.~lIe~ l< 75-111"
<br />T1!ST LOADS. .94.S, ..94,S PSP
<br />DESIGN LOADSl -63.0, .~3.D PSI'
<br />WATER INFILTRATION TESTI 9,$ PSP
<br />TESTED aLA~S, )l1&....ANNf;~~m
<br />MAX. JAHa S~EW SPACING. 15-3/4" !Io ,a..3/4'~
<br />
<br />NON~MPAGT RESISTANT'
<br />
<br />Wit/OOI.,
<br />WroTH.
<br />
<br />N.T,l,
<br />20.9IW'ltvP.I
<br />f/0 16 ,-112" HAX,-'-
<br />~ TVP.I "I
<br />
<br />oj
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<br />
<br />if
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<br />ELEVATION
<br />FIN FRAMe
<br />SINGLE HUNG WINDOW
<br />
<br />-..
<br />
<br />WiliOOW
<br />WIOTH
<br />
<br />~,T.I:.
<br />
<br />,. ;-91.16~ 1
<br />i 0) i
<br />
<br />]-1/4"
<br />ITYP.)
<br />
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<br />
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<br />
<br />l I -c ~'YP.I
<br />W 610 HAX,
<br />(fVp,1
<br />
<br />t "
<br />
<br />ELEVATION
<br />fLANGE fRAME
<br />SINGle HUNG WINDOW
<br />
<br />I'
<br />
<br />ft
<br />6'L '
<br />
<br />6,r -I
<br />~~
<br />6'
<br />
<br />THERMA-TRU INSTALLATION
<br />
<br />KEY DIFFERENCES CHECK LIST
<br />
<br />RouQh openings o.re 114' sMo.ller on eo.ch side o.nd 114' 5Mo.ller on -the
<br />heo.~er them stondord TherMo- Tru rough opening diMensions,
<br />Use only 0. Mo.xlMUM of 114' thick shiMS.
<br />Predrill -the jo.Mbs o.nd heo.ders using 118' drill bit PredrllUng
<br />increo.ses s-tructurol perforl"1o.nce.
<br />Use only 2-112' wood screws (#8 o.nd #10) when securing -the pre
<br />hung fro.Me to -the rough opening buck, Drywo.ll screws) deck screws)
<br />o.nd no.lls o.re insufficient o.nchorsJ o.nd should not be substitu-ted for
<br />wood screws.
<br />Be certo.ln of the nUMber onel ploceMent of o.ll screws securIng the fro.l"1e
<br />to the rouQh opening buck. Consult -the o.rchitect or engineer of record
<br />concerning fo.stenlng the buck -to the rest of' the building structure,
<br />CONTRACTOR TO PROVIDE A 1 x P,T, BUCK STRIP CONT, AT
<br />OPENING SIDES AND HEADER,
<br />** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE
<br />3/16' DIA FLATHEAD TAP CONS ARE PROVIDED SPACED AS
<br />SHOWN. THE T APCONS ARE TO BE CONTINUOUS THRU THE
<br />DOOR FRAME{, 1 x p.r, BUCK STRIP AND HAVE A MINIMUM
<br />OF 1 114' EMBEDMENT INTO THE MASONRY JAMBS.
<br />
<br />~~'
<br />rt ~rr ITt;~
<br />
<br />I U6'6LIII II
<br />
<br />~t.6.'
<br />L3-'-
<br />~ -~I T ~ '
<br />I~ 111-16'
<br />
<br />p'_ :lrf Itt'~
<br />
<br />1-1..16' 6L ~ I I I I
<br />
<br />- I--' -
<br />SPACE
<br />EVENL Y
<br />- i--o
<br />
<br />-!--' ......-
<br />
<br />SPACE
<br />_ ...... EVENL1_
<br />
<br />l-h6'6,rlll II 1-16'6LIII II
<br />
<br />~J 3'U D'~l~ J6: ~irm:~
<br />
<br />II 1 I I' J6'
<br />
<br />~IllfJ~
<br />
<br />SINGLE DOOR
<br />
<br />SINGLE DOOR W SIDELITE SINGLE DOOR 'vi / SIDELITES
<br />
<br />.3'tt r ~ ;:
<br />
<br />6'L III II
<br />
<br />-3-'~-
<br />
<br />..1'
<br />I
<br />I
<br />
<br />6-' ~~
<br />~
<br />3' r-t- ~r f- ~
<br />
<br />I~ III U6'
<br />
<br />ff
<br />6'L 1
<br />
<br />3' :i'
<br />r T
<br />.1 I
<br />
<br />fr
<br />I -16'
<br />
<br />6.:t= -;"" 4 I I , II" 'IT6'
<br />
<br />3'Lr~k~ ~1 !" it~ U~
<br />
<br />DOUBLE DOOR 'vi / SIDELITES
<br />
<br />! .
<br />
<br />(
<br />
<br />t
<br />
<br />:..
<br />
<br />- i--l"
<br />SPACE
<br />EVENL Y
<br />-I-
<br />
<br />- -'I"
<br />SPACE
<br />EVENL Y
<br />--!eo
<br />
<br />6ry- -I
<br />v tni
<br />
<br />I ~ I
<br />r i1
<br />
<br />1-16'
<br />164
<br />
<br />I tl
<br />11' I
<br />
<br />I
<br />
<br />DOUBLE DOOR
<br />
<br />~ CREATED 11/11/02
<br />
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />r
<br />
<br />D E DANSCO
<br />
<br />ENGINSEr<ING, PA.
<br />
<br />P.o. 90>< 3400 - APOLLO eEACf.4 .. FLORIDA - 3~'2
<br />~ - (613) 64& 0166 FAX - (61.3) 64& ~<a8
<br />EI2 4510 @lliESE ORA\\1NGS AND DESIGNS AAf: THE JOINT PRot'ERl'r' a' DANSW ENGlIojEERING. P.A. AND l11E
<br />..... WENT ON frllS PROJECT. ANY R[PROOUCllON OR UNAUTHORIZED USE is PRDtjIBHED. - 2003
<br />
<br />'"
<br />
<br />LENNAR ~OMee
<br />
<br />8CAL.E NOTeD
<br />DATE 111m
<br />
<br />DRALLN e.v.
<br />
<br />TAMPA Dlvl&l~
<br />
<br />DOOR 4 WINDOW IN5TALLATIONS
<br />
<br />\...
<br />
<br />DE Joe NO. FM - !W21
<br />
<br />J
<br />
<br />&DW2.. 1..
<br />
|