|
<br />>
<br />~
<br />~
<br />I"-
<br />o
<br />;0
<br />o
<br />~
<br />""
<br />~
<br />o
<br />(;>;
<br />o
<br />l
<br />~
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<br />~
<br />~
<br />~
<br />~
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<br />~
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<br />8
<br />N
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<br />~
<br />g
<br />..~
<br />!9
<br />:r.
<br />
<br />~VI<I Il\.l:. fVrLlt.lJ ~~IH~AL-
<br />
<br />-.
<br />
<br />2 J/~- h(),X. l'i'P,
<br />AT HEAD/Sit!. CORN~RS
<br />
<br />\6 \1/16. MAX, lYp,
<br />AT HEAD/SilL -1 4" M...x,
<br />sn: COLUMN 'A' FeR ' ~HeAO/SILI.
<br />, NO. or ANCl10RS.~ A
<br />AT H~AI) OR SILL
<br />I
<br />
<br />~
<br />
<br />!C
<br />, ~
<br />~~
<br />~
<br />
<br />~!r
<br />.. ~
<br />; ~
<br />~
<br />
<br />I u'C'
<br />~:\, \V""
<br />.. 0 ~
<br />N -1
<br /><r () ,
<br />
<br />I
<br />I
<br />
<br />I;
<br />
<br />Hi@-'
<br />II 10
<br />II II
<br />_ ___,..L____ll.___
<br />......--i'f'---...Il----
<br />"/, "
<br />- .//,
<br />::::: ?f} ::==
<br />~
<br />OSB-ANH,
<br />.:::== C~3 .__
<br />II I'
<br />n I
<br />!i II
<br />
<br />I II ill
<br />I- II II
<br />___l:____JL __~
<br />---TI----'I'" ---~
<br />
<br />ll,;;;. "/[' -
<br />~___~l~~JI.~
<br />---11-';1/1:----
<br />CSB-Al-lH.
<br />:: tit.ASS I ::::::
<br />~jll ~I
<br />II II
<br />II II
<br />
<br />6d
<br />_0.
<br />~o
<br />I"l ~
<br />~ 0
<br />
<br />]1;3
<br />, ~
<br />~O
<br />,~ ~
<br />
<br />JJ 5~1!-- ~ I
<br />
<br />D,l. OPO,
<br />Je '/4-
<br />vEtlT WIOTH-
<br />nO
<br />WINDOW WlOTH
<br />
<br />I
<br />
<br />I
<br />
<br />33 1/4"
<br />D,t,. OPG,
<br />
<br />~g
<br />i!
<br />. ~
<br />..,
<br />'<
<br />
<br />'NPICAL EI F.,yAT10N
<br />TESTED UN1T
<br />
<br />, '.
<br />
<br />fl,
<br />1;~
<br />"*
<br />
<br />,j/
<br />,;;,
<br />r.{;
<br />
<br />I
<br />
<br />j>.
<br />1f}
<br /><'
<br />
<br />Ii,
<br />'f~
<br />~
<br />
<br />xo
<br />
<br />~
<br />
<br />IBY O~ aB'f
<br />
<br />. r .:' ':> ....".\ I : : ~~~~ ,~,UC~'"
<br />
<br />",'. 'd, " . ' . .:a;S
<br />.,,'. '. ., " '., '. ~
<br />},.' .....,' ..,.,.\. ___ ~J .>-"~rll' ..,.
<br />" ."..., L. ~ ,.1;\...~J.... .
<br />. '..'I I~' "'\'f .-1
<br />r-" Of .,..... ...~ r;<.'f~.J'.I..,.:1 ---
<br />
<br />rjf ~g),[)Y- - -
<br />
<br />~ !II
<br />(iJ ~~ f-@
<br />
<br />@-- @
<br />(0'
<br />
<br />I- 0::
<br />~ 8
<br />3: ~
<br />0' r:J
<br />if ~
<br />
<br />II
<br />A'
<br />r
<br />
<br />I@
<br />
<br />W2
<br />
<br />L..__
<br />
<br />-,. I~'.
<br />0' . I
<br />I' ", ' I,
<br />T!"'" '~CHJ
<br />
<br />-t,1J7!S----
<br />
<br />rr @.- " I
<br />e,le~ L ~ 1.126
<br />L!::J ~yp, _J
<br />. -l--~ ,,,.J
<br />J.1M
<br />
<br />fAAMl! HEAD
<br />
<br />[1.:343- .
<br />
<br />
<br />'I r~ " ,~"
<br />'II, ~;'n-;J
<br />
<br />
<br />, LtG7S---'
<br />
<br />FRAMe; SlLL
<br />
<br />r-bl
<br />, ~~~
<br />IO;S:S~ ~,993
<br />L-_. .
<br />_.050
<br />
<br />SIl.L TRACK
<br />
<br />"."- ---- ---..---..-..
<br />
<br />~
<br />
<br />i~
<br />~ ~
<br />~ ~
<br />
<br />.
<br />
<br />. ~
<br />
<br />/
<br />/~ a
<br />~.. tel~
<br />"4
<br />I
<br />
<br />.
<br />
<br />~a:
<br />~t'i
<br />-~ ~
<br />91 a;
<br />- ~~:.----- --r ~
<br />~~
<br />
<br />.. . . ,,)Z!_...5 ~~
<br />
<br />TY?IC/II. ANCHORS
<br />
<br />. " , .
<br />,_lI:, , ~." r
<br />1M ,'.' I .
<br />
<br />I
<br />i
<br />
<br />r 1..2~ I
<br />i l
<br />...
<br />
<br />!l
<br />
<br />I I
<br />I
<br />aooa I
<br />
<br />e-11
<br />?f~
<br />~
<br />
<br />1.937
<br />
<br />,~
<br />TYP,
<br />o ~---:-r
<br />.696
<br />I
<br />
<br />L-
<br />I. L
<br />~ ,7H
<br />
<br />f'R,AI~E JAMB
<br />
<br />-- ,ala -
<br />I ;
<br />
<br />L-y-r
<br />')fL- 1.600
<br />..:-1
<br />~L
<br />TYP,
<br />
<br />jfo
<br />
<br />vwr TO?/SOTiOM RAJI.
<br />
<br />J~
<br />~
<br />, ll-@
<br />
<br />f---"
<br />
<br />XO OR OX SIZES
<br />WJNDOW DlMS A Dsn - ANN GLASS
<br />
<br />nxr, (+) INT. (.)
<br />4 60:0--- 67.0
<br />4 50.a 61,0
<br />6 50.0 67.0
<br />6 50.0 67,0
<br />6 50,0 54.2
<br />4 50,0 61.0
<br />4 50.0 64,9
<br />a 50.0 54,3
<br />6 49.6 48.S
<br />6 42.9 42.9
<br />4 50.0 61.0
<br />4 -51>,0 50,7
<br />6 36.5 , 36.6
<br />6 35.1 36.1
<br />4 50.0 , 61.0
<br />6 50,0 61.0
<br />13 60,0 5D.1
<br />4 50,0 5B.a
<br />6 50.0 50.1
<br />a 39.6 --; 39.6
<br />4 45,0 46.0
<br />6 36.1 36.1
<br />A;: NO. OF ANCHORS PER HEAO & SILl. .
<br />SSRIES-8500 Al.UM. HORIZ. S..LfOING WINDOW
<br />POMPARATIVa A~ALYSIS CHART
<br />
<br />BASED ON FTL -1130 OF 01.21.95
<br />TEST SIZI!:. 72." X 413" (OX)
<br />DESIGN LOAOS :: +50,0, -43,3 PSF
<br />WATER INFll. iRATION 'tESi <: 1,5 PSF
<br />!E5Tt:D GLASB:: Dsa ANNeALED
<br />
<br />WIDTH HEIGHT
<br />
<br />24"
<br />36"
<br />48"
<br />601.
<br />72"
<br />
<br />241'
<br />
<br />24"
<br />36"
<br />4811
<br />eo"
<br />72.11
<br />
<br />36"
<br />
<br />2411
<br />361.
<br />4B"
<br />60"
<br />
<br />4B'.
<br />
<br />37"
<br />53.1/8/1
<br />,74"
<br />37"
<br />53.1/8"
<br />74~'
<br />37"
<br />53.1/8"
<br />
<br />2G"
<br />
<br />36.3/8"
<br />
<br />60.5/8"
<br />
<br />m:u
<br />1
<br />2
<br />3
<br />..
<br />5
<br />G
<br />7
<br />B
<br />9
<br />10
<br />II
<br />12
<br />13
<br />, 14
<br />I'
<br />'Iti
<br />17
<br />10.
<br />PJ
<br />20
<br />21
<br />22
<br />
<br />PARr I
<br />L~7:53
<br />1.-161
<br />L-760
<br />1..-7:54
<br />L-772
<br />~.7S1
<br />1.-736
<br />L-767
<br />FS~OOS
<br />
<br />QVANtlTY
<br />I
<br />1
<br />a
<br />1
<br />1
<br />2/ VEH T
<br />1
<br />AS REO!)'
<br />A$ RtOD.
<br />a
<br />A$' R tQ!l.
<br />A$ RCQD,
<br />AS RtOP.
<br />AS ReOD,
<br />
<br />t...770
<br />1>'.'$-1)03 ,
<br />I'YS.OO:l
<br />PVt~004
<br />
<br />1.-72a
<br />1,;-763
<br />t.-164 .
<br />L-i'tia
<br />1..741
<br />1."7~
<br />
<br />5/ VENT
<br />a ,
<br />a.
<br />I
<br />'21 VE:HT
<br />. i!
<br />
<br />@'
<br />
<br />VCNT 'JIJlTH
<br />
<br />19'( DR aB~r
<br />'JOOD BUCKS
<br />
<br />~22
<br />
<br />J
<br />
<br />D,L. OPG.
<br />
<br />r--- :--'
<br />
<br />
<br />I y-
<br />i- '~\
<br />
<br />l~...;
<br />
<br />, .
<br />
<br />NOTE~ -- .-
<br />I. TH13 PROOUC1' IS OESIGNEO AS PER 'Tl1; SOIlTH flORiDA aUllCitla coo~
<br />19H EOmo~ rOR 1oIL-l.I.(I-0AD! COUNtY OR ZOOl nORIOA DiJILOIOO CODE, ,
<br />I-LSO fOR WiNO .LO~S ^'" PtR.ASei 1 USINO COM&SPOt/i)IHO LO~~,
<br />eo WOOD BUCKS fJ'( O~E.qg, Mt./St' at: ,t,NtHO~tO PROPERlY TO TlWmtR
<br />LOADS TO 111! STRUCTUR~. . '
<br />3. ANCHORS SHALL. Bit AS U5TEO. SPACEO AS SHOWN ON O~A1LS.
<br />ANCHOR E~BEOldtNT TO BASe MATf:RIAI. SHAI.t. ae 9EYONC WAll.
<br />ORESSINO OR STUCCO.
<br />
<br />IlSSC:llIPl!O~ W,Uf1L'.r. l.Wlr./suPl'liElt/REMAmiS
<br />f'RAH~ HtAD &06:1.T5 ...
<br />r~AHt SIll. 6063-T5. M
<br />FRAH~ JAMB 6063-T6 ..
<br />FIXED RAn. 6063-T6 ..
<br />vwr ~!:tnNG RlllL 6063'T6'"
<br />lOP AHD !OtTOa RAIl. 60n-T!"
<br />JAHlJ STILE 60~3"T6 ..
<br />GlAZING BtAll Al.iIl'llWH RO!.1. rO.q~ED
<br />fRAHUI/tNT ASSEHllL'l' sCRtVs .. . a x 3/4' P.H. PIilI.I.\PS
<br />fiX. RAIl. SIl.\. SCRt.o,;~ - . e 1< a' p,H, PH1LUP~
<br />VERT JMill RAlI. 'J'llRll'P1NG Vlffi'\. 1/-4. llfA, I1\JLD
<br />TIN SEAl. ....CATHtRST~II'/'lNQ - .t91. lC .2W 0920-&001..9)
<br />fm stAL VCATHtlUlR1PPIHG - .t97' lC ,350' (7e3~~600107)
<br />FIN stAL "'L^THERSTtuf'PI~ ~ .un- lC .31Q' (19~~6~GI~,,))
<br />
<br />- ..
<br />
<br />VOlT iAct GUIDe:
<br />VEtil ROl.I.E1t tiOl/SING
<br />VOlT ROlLER/VHtEI.
<br />Sill.. TI~^Cl< INS!:AT
<br />Vr:tiT LATCH
<br />voo t.ATCH SPRING
<br />
<br />PLASTIC
<br />PLASTIC
<br />ERAS!
<br />m3-i6
<br />6063~T6
<br />
<br />..
<br />AT a-I/2.' FROH EliDS C. H1DSPA!;
<br />AY EACH tNl3
<br />
<br />@
<br />
<br />';:J
<br />
<br />AT S' FROM (/lDt
<br />
<br />- '
<br />
<br />CD
<br />
<br />... T'l'PICt\!. tlNCfjORS
<br />
<br />lIpPROYEP CONFiG1,!RAT10NS
<br />GLASS WIDTHS TO aE: eaUAL ON MOVING ~tjD FlXEO UTES
<br />. .. WOOD "BUCKS ~i BY LAWSON INOUSTRIES, MUST SUSTAJN
<br />,_ -TYPlCI\L ANCHORS LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFEA.
<br />THEM TO THe 8UILOlNG STRUCTURE.
<br />
<br />TYPIC~' ANCHORS: SEE-. EleY./CHARr' FOR SPACING
<br />
<br />3116" TA?CONS
<br />!NTO 2BY WOOD 8UCJ{S OR WOOD SiRUCTURE
<br />I n MI~. PENETRATlON INTO .WOOD
<br />THRU 16'1' WOOD BUCKS INTO J.!ASONRY OR DIRECTlY INTO MASO~R'(
<br />1-1/4-" MIN. EMBE'O ItfTO MASONRY . .
<br />
<br />~B^LANTSl ,.
<br />EACH VENT CORNER SEAl~O WITH WHITE COLORED Se:A\Jo.NT.
<br />
<br />~ 'WeEPHOLES..:
<br />WI .. (1-l/a" )( 1/4" DRAIN HOI.E) AT 1-3/4- FROM EACHI'!~,g
<br />W2 "" <1" X 3/1 a~ WEEP HOLE) AT 2" FROM EACH END OF' vt,nl
<br />
<br />~~
<br />
<br />11-4. SHIH
<br />HAl(,
<br />
<br />'C'''f...',II.
<br />t'~~,r.
<br />I' ,t~
<br />';~~I' .
<br />
<br />.
<br />.
<br />... .
<br />
<br />~ .
<br />...
<br />
<br />..
<br />'4 '
<br />.~, .
<br />L:.-' I' .
<br />
<br />1/ \~:,~.
<br />
<br />~D
<br />~"'" @-~
<br />~_C]2~_.._- __..____..5-\d? ~17
<br />
<br />13
<br />
<br />.~
<br />~.
<br />4/h-
<br />~/~
<br />:/~v' .
<br />1/ ,,'
<br />
<br />) ;
<br />
<br />mAlA!; lOP CORNER
<br />
<br />4
<br />
<br />EXTERIOR
<br />
<br />\/lNDCII IJIDTH
<br />
<br />~o ~your
<br />I)X OPPOSI~
<br />
<br />v
<br />
<br />-
<br />
<br />ROLL fORM EO AlUlA'
<br />G,l.AZINO BEAD
<br />~OS8 ANN, GlASS
<br />AOHESIIJ~ .
<br />. ~EOOlHa COMP1:lUNO
<br />
<br />)... '\ J\
<br />/ /
<br />~/:~ ~
<br />\l_\\~ .
<br />
<br />-
<br />
<br />9LA"lING ..:o~TA1L
<br />
<br />~Iw
<br />t-t;
<br />f~
<br />~~
<br />
<br />FIXED MrG, RAil CORt;l~a
<br />
<br />----
<br />
<br />rI.6:lS-,
<br />-1 .1S1 r I; \
<br />
<br />r--~I ,
<br />I -r.
<br />,92J. .7IB
<br />L_ _.-J
<br />- ,OG~JL J
<br />-CUJ'W
<br />FIXED MTG, RAJL
<br />
<br />rM3~1
<br />.7~O -i? .5--:;;1
<br />,II --wt. I
<br />f--= ~ 1.610
<br />.6 S 6 c:.....::s I
<br />L-- 0:::----1
<br />1"',000 J
<br />
<br />MEETING RAIL
<br />
<br />-
<br />
<br />..- --
<br />
<br />t
<br />
<br />" r;::~']
<br />.9r;-1~ I ~I ~6
<br />L!" J
<br />~i,oo~
<br />JAMB STlU:
<br />
<br />~
<br />-(jf
<br />
<br />.... ".f ...
<br />. t,.,. at',
<br />1. ,,:. , ,. I tI t'
<br />. ,,~,: '.4 . .
<br />oj ...... ...
<br />.)~~'J t~ ,. ':-:.
<br />, """'1 '[ .,':. It,'~ .
<br />..I.I.....'~,.,..
<br />
<br />..., ~
<br />
<br />D.L.OP(J.
<br />
<br />.'
<br />
<br />J
<br />
<br />~
<br />
<br />+-1
<br />
<br />I
<br />
<br />~II
<br />I A
<br />~ '
<br />
<br />~
<br />
<br />/.'
<br />
<br />"ENi' ~OP/aOTTOM CORNEM
<br />
<br />,~~, .
<br />r~ J' .
<br />
<br />~ /' ~
<br />
<br />~~~ .
<br />~~v/,
<br />l/~ _', '
<br />
<br />.!
<br />
<br />FR~I,IE BOTTOM CQRNEB
<br />
<br />-
<br />
<br />,
<br />..-..-..".
<br />
<br />ii-$
<br />
<br />1110 S,H.S .
<br />m" MIN, WOOD EHBED
<br />... ta 5 112" FROM CORNE~S
<br />&. t5l MIOPqlNf
<br />
<br />2 lC (P.r.1 WOOD Quet<
<br />. NOT 8'( LAwSQtf INO.
<br />MUS r sun AIN IMPOSEO
<br />1.0AOS -:'"'
<br />1/1." ~l-
<br />SHIH HAX...
<br />
<br />3/16" ANNEALED GLASS
<br />FIN FRAME
<br />2x WOOD BUCK
<br />HEAW DUlY RAIL
<br />TEST UNIT
<br />PERFORMANCe SUMMARY
<br />
<br />~
<br />:-.-,. SHI~-""
<br />r149" ~, .., ...............
<br />1 ~ ,6a~7" L 2 IC 11'.1.1
<br />(~l1 /\ i' 'cD '. WOOD '''H
<br />: I ~ - CUM AOl1~Sl\JE
<br />:!/W'--ANN. 1'1 BEOOING COHPOUIIO
<br />CjI.M~ I "
<br />'I
<br />J'S~ GtA1INO , 'i
<br />u!:P,H GIU! I @
<br />, t / Ii
<br />
<br />. t.~Q;~.,
<br />
<br />~ k,g "
<br />~ 'tfi' I ' l\'i
<br />i \!V i @ :'
<br />~ 1 A I
<br />r 20 I,
<br />
<br />. CllIAR AOKtSIVt
<br />aeOOINQ ~oHPnUND
<br />.....J/I'.'.ANN.
<br />
<br />.,... ,~
<br />
<br />~ II!! .: _ ':..""=
<br />
<br />JY ~\_ @
<br />
<br />1.11""
<br />
<br />2
<br />
<br />'f- tt 10 $,H.5.
<br />'W' MIN. WOOD EMsaD
<br />SEE SC,HEOUU BEl.OW
<br />FOR ANCHOR 5 I'ACI1ICl
<br />ITYP,'
<br />
<br />~
<br />II
<br />
<br />.I. /
<br />ITS '\ J
<br />)\
<br />
<br />\ ~~
<br />
<br />REFERENl:t:1 FTL~1B9' 12-11..97
<br />TE~" SIZ(t., 51...111)" X 75-112"
<br />TEST LOADS, ~91,.S, -94,S PSP
<br />OESIGN LOAOS, .61.0, .63,0 PSI'
<br />WATER INFILTRATiON TESTI 9.5 PSP
<br />TESTED aLASSl 3/WMANN~~Lm
<br />MAX, JAMB S~EW SPACING. 15-3/4" It. 'e~3/4'~
<br />
<br />@
<br />I tlR,-
<br />2,;$0"
<br />
<br />1/
<br />
<br />. - AU
<br />@f' I
<br />.3'TS" QLA'tlNO @
<br />DEPTH IBIH'
<br />WINOOW WIOTH
<br />
<br />NON:!MPAGT RES1STANr '
<br />
<br />-,
<br />
<br />PLAN vre.w.
<br />
<br />WINOOI"
<br />wrOTH.
<br />N.T,t,
<br />20~9IW' (TY!),'
<br />fj\\ I ~..\l2" H,4,)(.-'-
<br />\CJ IT"".I" I
<br />
<br />u~.
<br />Ll
<br />H!AVV OU1'V
<br />HE!YINO RAIL
<br />
<br />',,,.',\
<br />.~
<br />
<br />3/1S".ANNeAlEO G!-ASS.HO RAIl.
<br />WiNDOW oOMPARAnV8 .
<br />ANALVSIS OHAR"
<br />IW:OOW DeSIGN LOAD
<br />DIMEU?lOI'(9 'OAPACITY - P$F
<br />~~~m ~~~nr PQSlml m(l"TIVE
<br />".11' 63.1 SIo,a
<br />I~,jtt"..", .. ",..".,. ." 4'
<br />2&.1/2 U 63.3 nf.c.
<br />3; " 12) . ;'is .fHi'ii:~M u
<br />'s:;~';i," . 6U in,)
<br />It.lIl 6'" 'I....
<br />2S.lii' n.m ., '6",J m:c: .
<br />"Hj'f'l' 1~ ""'6li:i" is':, . .
<br />. sl:',i." j a..' q'tD'i,'"
<br />\f.lI' " 83.3 :l1M
<br />i,:."r ea-S/I '" ii:i~' "'2'ei:.
<br />"HI;i", tst '. ,Ii:' " .. .. 1'''0' I-
<br />I It'. ...."...004.'..... . U ....10'.
<br />51.'" 6).) IU
<br />lV.\lS 6JoJ 26',4
<br />i,:v; I' " ,i:,...." . 'II"','
<br />"31 . \61 . "),1 .. ',j,':i
<br />. HUt' ....'.HMI . . . ...
<br />n.lI. 6J,) , ,u
<br />1'.1/. 63,) 24M
<br />"i,:i,'i n "".'"j iu..2
<br />. .. I"~ u... HI" "..... .hl.
<br />,..~,!... U,). 110.1 , ,.
<br />U.1J8 U I at
<br />,!?:.'~~ 6).1 m,'
<br />2bl/Z 14.1/4 . 6;" . ,- '""if i.:;' .
<br />i, ill II f~iH'" tl.S
<br />',i:". 6U. 61.;'
<br />III'. [H PJ.RtNTHUIS 1N1ltt:AttS NO. Oil
<br />"HeMon p~ JMIII
<br />
<br />-
<br />
<br />;J-:Ur,"
<br />_ ITYP.)
<br />1 !:
<br />l2I:t
<br />"'oJ
<br />.;~
<br />~~
<br /><0
<br />
<br />'r~U
<br />
<br />::I'"
<br />
<br />-r ~
<br />
<br />-,.- o.
<br />
<br />,e1'S~ ~ ~
<br />01
<br />aa
<br />~M
<br />~/j
<br />~~
<br />0:-1: ~:/2"
<br />
<br />(TVI' I.
<br />. .. 6~1I2" HA)(,
<br />(TVP,I ~
<br />
<br />,j
<br />
<br />..
<br />
<br />
<br />
<br />,~r I
<br />i
<br />II
<br />
<br />IB
<br />, llll\
<br />';!!!:J
<br />
<br />II
<br />
<br />" '
<br />
<br />~f~/
<br />
<br />@
<br />
<br />. III
<br />11a
<br />I.
<br />~
<br />
<br />i@,
<br />
<br />~
<br />
<br />/
<br />///'
<br />////
<br />~./ "
<br />
<br />5
<br />
<br />28
<br />
<br />2.299
<br />
<br />\v nr.
<br />HEI<lIH
<br />3 -r;"4" HAl(,
<br />SHIH
<br />---
<br />
<br />I~~~~
<br />.~~
<br />
<br />r I" 1~ S,H.S. .
<br />1Y,," MIN. wooe tHBEO
<br />@ !i.1I2~ FROM COR-NESlS
<br />, "@l MIOPOINT
<br />
<br />,
<br />
<br />I~.~~
<br />~~
<br />
<br />,1&1"
<br />ell
<br />r
<br />
<br />J
<br />
<br />,--4
<br />
<br />It
<br />
<br />c
<br />
<br />lZlClf>,T.I'
<br />WOOD Buet<
<br />
<br />It '0 uu,
<br />I~H HIN, \>lOOQ 'Mue
<br />@l5-1/1H FROM CORNEf\S
<br />&. @ HiOPOIHr -
<br />HEADER & SI1.L SEOTION .
<br />-.... ----""J4._
<br />
<br />'ll""'''
<br />
<br />LlC(~,T,1
<br />WOOO SUCK
<br />
<br />---
<br />
<br />AL T, SILL fiEOTI0f\.!
<br />
<br />ELEVATION
<br />FIN FRAMe
<br />SINGle HUNG WINDOW
<br />
<br />NOTESI
<br />1 THIS,WINDOW SVSTEH IS OilllClNED ANO TUHO TO COI1PLV WI'fH THE
<br />RtQlJIREMENTS OF THfi '9~4 !lADE COUNTY !tQ\flON 011 Tilt SOUTH
<br />FLORIDA 6UI~OIN(] COO! 19..P.e,c.l CHAPTt:1l t,.. CHAPTER 2), CHAPlIiA U,
<br />UNOEIt THlt SPI!CIPIe CONOITIONS SHOWN ON THIS ORAWlNG.
<br />1. 2lC WOOD DUCJ<S SHALL er IN9rAL'~O [Io/OT'SY LAWSON INb,) AND ANCHOR!O
<br />SO lHAT TH! QUII.OINQ RESISTS THI SIJ?ERIM;'>>OSlO LOADS ItI ACCORDANCe:
<br />WITH REQUIREMENTS o~ 1~9t. S,P,6,C, .
<br />:. ANCHO~ O~SCRIO(O IN THIS LAYOU't ARE AS PER Tut IJHlT. OTHER
<br />, CONl)IT1D~S TO se: f:NOtNU~t:O sePARATEL'l',
<br />I. ANCHOR CONOITIONS NoT oEstRitUa II~ THIS OAAWINO "R! 10 BE I!NOINUREO
<br />DNA smr SPltClf~C BASIS,
<br />
<br />_.
<br />
<br />. .
<br />
<br />---. . "-'-'~
<br />
<br />, .
<br />, lC IP.'1',) WOOl) BUCK APPRovroA$C:OMPL't'jNQ~rH~' WiNDOW
<br />NO'\' 6'1' LAWSON INt> SOllT!t!:lonIOA BUilDING COOl! WIOTH
<br />Hun SUSTAIH rHPQSf;COATelfOv~r1fhtt -1.'~. 't^O\ ,r{i~r."
<br />LOA!>S ." J..y I' -----.- 'I
<br />
<br />' , :~"~ - A t~'y~1x:
<br />1/1." SHIM f- · eUtDlllaCOOECOMfUAN~E 01flCii I T i --
<br />H^~.... ACceprAIIOeN~o_t~ 116'.1 ~'':' oJ ~- .
<br />.. .. i H t
<br />_~_"_ ~.., ~ /.3/1~~ 0 TAPCO~
<br />~ .. ISEIf SCHEDULe:'
<br />. BELOW FQR NUMBER
<br />1\ o~ AtlCHDRlll
<br />,1I :n I
<br />~@~
<br />
<br />3.l/4"
<br />(TYP.I
<br />
<br />i
<br />, i
<br />
<br />"It " S,H.S.
<br />H~" MiN. WOOD (MBtD ,
<br />AS SHOWN ON ELeVATION
<br />4,_ '!.M _ ~', . tSUe1~HgW~~c~~~~)' POR -1IaN ANN
<br />-,"I . M;loJO. , II ,~ S,H.S, NVM GLASS '
<br />DU! DrSTI \YaM I1IN, WOOo tHatD CI.!AR ADHUIVe:
<br />~'fP, 0 I f ~.. J~~~I~~RNEFlS \ \ i EODlNG COMP07
<br />~. <q' \{ rW~,V'
<br />r ~IC III T,! 1 125M
<br />. ' wooo aU(l< _ '
<br />, ~, (/~;ft';tX'1 Al/ \ - r1' I~_ _H";
<br />,1~'" , \ ~ V-.:
<br />^ . .&a ~ 1.lI15 11\
<br />@@ ::~ -m~ 'DH"'" 'j ~J' r~
<br />
<br />3m"-ANN, BEOOING COH?ClUNaZlC IP TJ 1.66&"
<br />CII."$! waoo BUCK
<br />~.1~:~~!,!~a "
<br />Ot"'tfllllltl I' @
<br />
<br />~ /' ' 'i
<br />I..ft ~::.
<br />@ l'~\::
<br />
<br />i A II
<br />
<br />ELEVATION
<br />FLANGE fRAMe
<br />SINGLE HUNG WINDOW
<br />
<br />~
<br />
<br />4
<br />
<br />...
<br />~t
<br />!5t
<br />en,..
<br />I
<br />at::.
<br />~o
<br />.0)~l:1
<br />o ~~
<br />.JO
<br />~I-
<br />1-, g
<br />t -::J:s-. ~,
<br /><I, !i ~
<br />c)M
<br />
<br />~:
<br />~...
<br />)o~
<br />...111
<br />~~
<br />
<br />/ '
<br />////
<br />///
<br />~ / .,
<br />
<br />-...I
<br />
<br />'r
<br />
<br />j" ..i"
<br />\ ~I'../.
<br />I!HOED.
<br />A ..
<br />4
<br />
<br />, 11.0
<br />
<br />I~ -
<br />
<br />y
<br />
<br />)\11 IU
<br />,~ i
<br />.31S" Gt.Al1NlS I[i\
<br />OEPtH (BITel ~
<br />WINDOW WIQTH
<br />
<br />. 0 .
<br />
<br />" '
<br />
<br />~f?/
<br />
<br />PLAN view
<br />
<br />ui
<br />~.U~
<br />l()
<br />~
<br />HeAVY DUlY
<br />MElmNQ RAIl.
<br />
<br />3/16" ANN~ALeD GLASS
<br />FLANGE FRAME
<br />1x OR 2)( WOOD BUCK
<br />HEAW DUTY RAIl.
<br />TESr UNrr
<br />PERFORMANCE; SUMMABV
<br />.. REFERENce. PTL41B90 12-8-91
<br />· 1--' Ie IP,T.I TEST Slzt, 53-VEl" x 7'--114"
<br />· , /, WOOD BUCK TEST l.OAOS. .9~,5. ..94.5 PSF
<br />~ ~, ..-'" 1fto.. MAX DESIGN LOAOSl .63.0, -&3.0 PSfl
<br />~ C SHIH' W^T~A INPtl.fRA'flON TESTI 9,5 PSI' ,
<br />~ ~ nSlEO at.MS'1 iU16"-ANN!ALf!O
<br />HA:<. JAMa SCAEW SPACINCU 15-3/4" &. 17-3/4"
<br />NON-IMpAot RESISTANt
<br />
<br />M (MNNEALEO G~g.Hll ANt.
<br />WINDOW COMPAAAl1Ve:
<br />. ANALVSIS CHART
<br />DESIGN LOAD OAf'ACnv" PSI'
<br />wooo SCA~ (2ll WOOD I:i~ TAPCONS (lie WOOO euc~ TAPCON:l (1l( WOOD SUCI<)
<br />~m..J: fllml.... I,tOATIVC! ~lti.J: POSITIV! IlEIl"lIvr ~~:~Ji PDSITlvt N(~A"'V(
<br />II).' no,' ",S lH.t. n.1 ZLa,4
<br />6'),1 i",) . "1'''-' . ";'o,:i ,',.j , 1'IU
<br />tll ,,,,...111'" ,.. In ",. .. f)' . &.. . ... 1st ..... "t,..UIlI ,. Uh"''''' ,
<br />6).) . IIL,1 6U 'L,6 'U, IH.t.
<br />oi,i . 19.4 ." 56:'.... ..~ ;2.'0' .,.J eu
<br />6),) HU 6U 161,0 6U nu
<br />. ... ............. .. f l'." .. .,.... It U,iU""
<br />n.JII ISI ,,~!?~ '. 1l!;~. ,151 6!,! .. . ,!'.':! 111 ".J,~t. ,,~..,
<br />6),3 12... . 6),3 ilL,) 6U 11M
<br />. . II........ In It ...,. ... .. . .. ..
<br />n,) llM 'U 51.1 6),) au
<br />H.J II.., 6),) 117.6 6).). nu
<br />,i:''* 1W H' \i';:;to~ 6",3 at.2 4L11.u .. &,;-.. "
<br />i.t'j" . ",6" 1" .. "6'j:;o"" ,., "&;'" (11 .ij . eie.
<br />.n'''''' II . "I' I. .. . II '1' ..,.,.. ....".t,
<br />AU 61.0 . - &J,] noJ
<br />",J a04,' .", tH,1 6U nu
<br />. "';:I'HI' . \".t II 'ii:)..... "H9'i.'I~" . '''63:3' ... U'tO
<br />(6' . i.,:i ,.. 'u \0';),1.' (&1 6;:J' 5'.:1 tel w'5'i,". at 'ii:i. t
<br />62.1 ,/ , 13.1 ....I'i:.. . ....'~i.i ".. 6J,J ".&.
<br />au nu 6U. IH.O U1 "1l.Ir
<br />111 n,) IS''&' ,.. 6'i',j'" . ';00:; 61.3 129.0
<br />. .1 I"'. . "11'1'''''' . tlJ tt) I' ,Ht.1 .
<br />au 101.1 aU 11.9 6U n.
<br />6;" eM . ',;,:," . su 6U H,C.
<br />eU IIU 6U \lU au In'!
<br />6:U UU 1" "'3," .. a,:, .. ,u 10M
<br />"'1' ~. (9)' .,
<br />':13 eu n.J ".,0 6U 111.'
<br />.',6' , St.. . . i,.s' i....i.
<br />
<br />III
<br />
<br />,@( 'if
<br />
<br />:---
<br />..8
<br />, e
<br />· di ·
<br />. .
<br />. ~.
<br />
<br />I _3'/1(0"0 TAPCON
<br />'/ (,il4" fROM CORNERS
<br />4 '. II'
<br />
<br />4
<br />
<br />, .J
<br />
<br />U -~4"
<br />ITYP.)
<br />~N HAl<.
<br />(TYP.I
<br />
<br />.
<br />.. 4
<br />
<br />r -" ",
<br />I ($) I, :::d
<br />'kiD 7' · ~
<br />;~'\ ~
<br />l ~
<br />@ r.?J
<br />n I I
<br />-r:-
<br />,6~1
<br />. ~ 0
<br />
<br />,7 t!9 "
<br />1-- ~ 60t"4
<br />V'~Ir... '.Y
<br />@@j.: t
<br />" ,r-mAllI\OtlESIVE
<br />atoolNG COHPOUfiO
<br />
<br />8
<br />
<br />2.299"
<br />'- SILL
<br />C3J HEIOHT
<br />
<br />.
<br />
<br />WUIOOW
<br />OiMENslor;S
<br />~~W ~~enr
<br />\f.lIa
<br />2i:';iil
<br />: )',:: 26
<br />:1)-\10
<br />"-111
<br />2s:;/i'
<br />')1
<br />tUH' ...
<br />n.lla
<br />1'.1t1
<br />2 a~,i.i'.
<br />.... "T' n.II' tU
<br />. &1:';,.
<br />19.1"
<br />.",IU
<br />24.112
<br />IUi', i' sa.
<br />. 51-1'8
<br />1f.II"
<br />~. ,.
<br />Z~:,!!2, 6)
<br />)1
<br />" ,
<br />no'"~
<br />. ".1/.
<br />, u.~,i
<br />. n 14-114, IT'I
<br />'''-1.''
<br />
<br />, .
<br />
<br />y ~'
<br />20 I
<br />@ I' . =rr_
<br />~"M
<br />18
<br />~
<br />
<br />a
<br />
<br />~. .4 IJ:' ~l:3'/4": 4 ,'.
<br />. , I!'I1BEO.
<br />4" · ~ ·
<br />"
<br />1~710~ Hilt
<br />
<br />. EO?~~'!:JT'
<br />3/16"<l1'APCON$
<br />@I ~.. PRON CQRNE~S .
<br />
<br />@
<br />@
<br />\..
<br />
<br />'m r-1'4" HAl<,
<br />_,...r. SHIH
<br />:Jl'I8 t t.'
<br />
<br />~>('----
<br />
<br />U 10 SoH.Ii.
<br />lVI"kIN. WOOD EI1IUO ......
<br />@l6" fROti CORNER!!
<br />, "
<br />2 J( (P.i.!._ ,/
<br />wooo euct{-J
<br />
<br />,tiEADEf\ & SILL SEOTION
<br />
<br />fna-
<br />
<br />~DTeSj
<br />I. THIS WINOOW SYSTeM IS OESIONfD AND TUTeO TO CQHj)LV WiTH TH!
<br />MQU1'HI1~TS OF 'rH! 1994 IMOE COUNTY ,EDITION Oil THE: SOUTH,
<br />PLORlQA eUILO/NO CODE! IS,F,I),C.I CHAP't'ER 4. CHA~UR ~J. CHA?TEJ\ 35,
<br />UHOtR THf l'iPtC1JlIC CONOllIONS 'SHOWN ON THIS ORAWlIlO.
<br />2, 11l Oil 2 IC WOO() BUCKS SHAll. all: IN:n Auto (NOT av "AWSON INO,) AND
<br />ANCHORED SO THAT THE BUilDING RESISTS THE SVPE~MPOSEO LOAOS IN
<br />ACCOROANCIE WITH REQUIREMeNTS Oil \994 S.P,9,1;.
<br />3, ANCHOR OESCAlsto IN YHIS lAYOUT ARI! AS PfiR YEn lSNIT,OTHtR
<br />CONOlTlOUS TO BE ENOINfElUO SEPMA'U!..,.
<br />4, ANCHQR CONDITJONS NOT OcSt~leeo IN THIS ORAWlNa ARt: TO Of: ENGINEERED
<br />,ot-f A SITI SPECifiC BASIS, .
<br />
<br />ALT. HEADER & SIl.L SECTION
<br />..-- --
<br />
<br />lIo.m P...~tH11lU:IS II;lll(AllS 110, C,
<br />AHCI10RS Pm u..K\I
<br />
<br />~"
<br />
<br />703Q ftW. 31th CT.
<br />f1FJ A WS 0 N MIAMI. tLottlOA 3J141
<br />~ ~DtlS'RIES.IHC' (305) 696...8660
<br />UAUUrACTURER5 or WINDOWS .. ooon$
<br />
<br />l
<br />
<br />- - ..,/
<br />
<br />fr
<br />6'r. _ I
<br />
<br />6,r -I
<br />~}
<br />
<br />THERMA-TRU INSTALLATION
<br />
<br />KEY DIFFERENCES CHECK LIST
<br />
<br />RouQh op'enlngs ure 114' sf'iuller on euch side und 114' sf'iuller on -the
<br />heuaer 1ha.n stundurd Therf'iu- Tru rough opening diMensions,
<br />
<br />Use only u f'iuxlf'iuf"t of 1/4' thick shif'is,
<br />
<br />Predrill -the jUf'ibs und heuders using 118' drill bit Predrilling
<br />increuses structuro.l perforf'ia.nce,
<br />
<br />Use only 2-112' wood screws (#8 und #10) when securing the pre
<br />hung fruf"te to -the rough opening buck, Drywull screws1 deck screws1
<br />unci nuils ure Insufficient unchorsl o.nci should not be substituted for
<br />wood screws,
<br />
<br />Be certuln of the nUf'iber und plucef'ient of ull screws securing the fruf'ie
<br />to the rouQh opening buck. Consult the urchitect or engineer of recorcl
<br />concerning -Fo.stenlng the buck to the rest of the building structure,
<br />
<br />CONTRACTOR TO PROVIDE A 1 x P,T. BUCK STRIP CONT, AT
<br />OPENING SIDES AND HEADER,
<br />
<br />** 1 x BUCK STRIPS ~ILL BE ACCEPTABLE PROVIDED THE
<br />3/16' DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS
<br />SHO~N, THE T APCONS ARE TO BE CONTINUOUS THRU THE
<br />DOOR FRAME{. 1 x P,T, BUCK STRIP AND HAVE A MINIMUM
<br />OF 1 1/4' EMBEDMENT INTO THE MASONRY JAMBS.
<br />
<br />~tb'
<br />rt ~rtITr;~
<br />I W6'6L III II
<br />
<br />brr'
<br />rx
<br />~~}-I ~~
<br />I~ 111-16'
<br />
<br />f/
<br />I 1-16'
<br />
<br />1lItt'~
<br />
<br />6LIII II
<br />
<br />- I--' -
<br />SPACE
<br />EVENL Y
<br />- i--' -
<br />
<br />_ I--' w_ -
<br />
<br />SPACE
<br />_ ~~EVENtl_
<br />
<br />1- h 6' 6'1 II I II .L h 6' 6,r II I I I
<br />b~ 3'U ~illi . $' l~J ~t~.
<br />
<br />II I I I" J6'
<br />
<br />ili~liI!~
<br />
<br />SINGLE DOOR
<br />
<br />SINGLE DOOR 'vi SIDELITE SINGLE DOOR IJ I SIDELITES
<br />
<br />:llt P %
<br />6'L III II
<br />(-
<br />
<br />-3!1 t.. l'
<br />-. I
<br />I I
<br />
<br />.h' 6'
<br />~
<br />3' -f'-:r f- ~
<br />I~ 111.16'
<br />
<br />(r...
<br />
<br />6.r::- ,,," ~ I I , II" ,. t:r6'
<br />
<br />3'lr[~~ ' l1 ~~, }~UI ~
<br />
<br />DOUBLE DOOR IJ I SIDELITES
<br />
<br />! .
<br />
<br />3' J'
<br />1 I
<br />,I I
<br />
<br />fr
<br />1_~6'
<br />
<br />I '.,
<br />"
<br />
<br />
<br />
<br />
<br />~. i1:./ JI:@ I
<br />y IU1'W. D.
<br />Iy....:: '<==" )rv.~ ~ :5
<br />WI....... __ . ' @l, ,~ei
<br />:~~ ~
<br />
<br />AfY~
<br />
<br />~~
<br />
<br />~
<br />V
<br />"
<br />
<br />fr
<br />6'L I
<br />
<br />G_
<br />
<br />'-
<br />
<br />- --'.
<br />
<br />SPACE
<br />EVENL Y
<br />- i--..
<br />
<br />- ~ ~ -
<br />6t '=~f b..-..LI !16'
<br />tni . r-3!l- ~ I '~
<br />
<br />DOUBLE DOOR
<br />
<br />~ CREATED 11/11/02
<br />120 MPH
<br />3 SEe, GUST
<br />
<br />,
<br />
<br />D E D'AN5CO
<br />
<br />ENGINEERING, PA.
<br />P.o. eox 3~ - APOLLO eEACf.4 - FLORIDA - 3~'2
<br />~ - (813) ~4& 0166 FAX - (81.3) 64& <a6caB
<br />t:e 4510 @THESE OOA'MNGS AND DESIGNS AAE lHE J01NT PRct'ERlY Cf DANSCO ENGINEERiNG, P,A. ANO lHE
<br />- CUENT ON THIS PROJECT. ANY Rf:PROOUCllON 00 UNAUnKlRIZED USE IS PROHIBI'IID, - 2003
<br />
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