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<br />
<br />~\ll(ll\l.c. Hl'rLlt.lJ ~~~HJ~L-
<br />
<br />16 'il/IG' MAX. TYP.
<br />AT HeAD/SltL
<br />srE COLUIiN 'A' FOR
<br />. ND. or ANCHORS ~
<br />AT HtAD OR SILl.. I --.........
<br />
<br />40 MAX.
<br />
<br />- ~o/~"
<br />
<br />-
<br />
<br />2 'JjJt. hW<. 1'(P.
<br />AT HEAD/Silt. CORNtRS
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<br />
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<br />I- II II
<br />II II
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<br />11 II
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<br />I"l~
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<br />
<br />XO OR oX SIZES
<br />WJNDOWDIMS A DSB-ANNGLi\SS
<br />
<br />mIT. (+) INT. c-)
<br />4 60.0 67.0
<br />4 50,0 61.0
<br />6 50.0 61.0
<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 48.6 48,8
<br />6 42.9 42.9
<br />'"4 50.0 61.0
<br />4 5l>.O 50.7
<br />6 38.S . 36.a
<br />6 36.1 36.1
<br />4 50.0 . 61.0
<br />6 50.0 61.0
<br />6 60.0 50.1
<br />4 50,0 58.6
<br />e 50,0 50.1
<br />G 39.6 . a9.6
<br />4 46.0 46.0
<br />6 36.1 31M
<br />A ~ NO, OF ANCHORS peR HEAD & SI!.L .
<br />SERlgs -8500 Al.UM. HORI~. S1-IDING WINDOW
<br />PO~PARATlva A~f\~VSIS CHART
<br />
<br />BASED ON ffi-1130 OF 01,21.95
<br />TeST size ~ 7'Y X 4&" (OX)
<br />D1:SIGN LOADS = +50.0.. .43.3 PSF
<br />WATER INFILTRATION tEST ct 7.S PSF
<br />rES;rSO GLASS = DSI3 ANNt:AL~11
<br />
<br />WIDTH
<br />
<br />HEIGHT
<br />
<br />]la
<br />, ~
<br />~()
<br />Co- .~ ~
<br />
<br />I
<br />
<br />t
<br />
<br />33 1/4'
<br />0,1.. OPO.
<br />
<br />I
<br />
<br />. 2411
<br />36H
<br />48"
<br />60"
<br />12"
<br />
<br />24'1
<br />
<br />I
<br />
<br />33 5/18'
<br />D.1.. OPO,
<br />JG '/4'
<br />VEtl1' wlon~
<br />no
<br />WINOOW WlOTH
<br />
<br />~I
<br />~m
<br />~~
<br />!<
<br />
<br />24"
<br />36't
<br />48"
<br />60"
<br />7').lJ
<br />
<br />36"
<br />
<br />'NPICAI. EI.F..YATION
<br />TESlF.:D UNIT
<br />
<br />, '-
<br />
<br />Ih
<br />',,~
<br />..(>
<br />
<br />".
<br />';If,
<br />11~
<br />
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<br />~(J
<br />
<br />.I:t
<br />"J~. :
<br />'f~
<br />.o=r
<br />
<br />24"
<br />36"
<br />46"
<br />60"
<br />
<br />4B"
<br />
<br />.@.
<br />
<br />~
<br />
<br />37"
<br />53.1/8"
<br />.74"
<br />37"
<br />53.118"
<br />74~'
<br />3711
<br />53-1/8"
<br />
<br />2G"
<br />
<br />38.3f811
<br />
<br />50.5/8"
<br />
<br />APPRQYt:p GONFIGVR~TIONS '
<br />GLASS WIDTHS TO se: EQUAl. ON MOYINO ~tjo F1:(!m LITES
<br />. ... . WOOD "BUCKS Nor BY LAWSON INDustRIES, MUST SUSTAiN
<br />" r-HPICI\L ANCHORS lOAOS IMPOSED BY GlAZING SYSTEM AND TAANSF~.
<br />THEM TO mE eUIL01NG STRUCTURf:.
<br />
<br />IDY O~ aev
<br />,... I.IOOD DUCKS
<br />
<br />tl' .
<br />:.:.:: . '4 . ~ , ." . ... ~ .
<br />I I '. ".
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<br />
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<br />1,699. ~. -. I
<br />e,le~ L' 050 ),126
<br />I LM up, -1
<br />'-1:~ 100.J
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<br />[',343-
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<br />
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<br />1.-761
<br />1.-761)
<br />1.-7:54
<br />1.-77a
<br />1.-7S1
<br />1.-756
<br />1..167
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<br />AS RCOI.l,
<br />AS RtOD.
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<br />
<br />(..0170
<br />I'\lS-003 ,
<br />I'\lS-OOS
<br />PIJ~-Oa4
<br />
<br />1.-72a
<br />1.-163
<br />1.-164 .
<br />/,-74a
<br />t.-741
<br />L"7$J
<br />
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<br />a ,
<br />a.
<br />,
<br />2/ "[NT
<br />a
<br />
<br />~ 'iVEEPHotgSJ
<br />WI ... ().-IJall )( 1/4-" DRAIN HOLE) AT 1-3/4- FROM tA~,j~2
<br />W2 :I (,. l< 3/1 a" WEEP HOLE) AT 2" FROM EACH ENO Or v,"'"
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<br />VENr TOP IBOTTOM RAlI.
<br />
<br />@ ...
<br />
<br />VENT \Jll)TH
<br />
<br />IS\' em as~_
<br />VOOD BUCKS
<br />
<br />2' ~~
<br />
<br />D.L. opa.
<br />
<br />~E
<br />
<br />-
<br />Nm~ -
<br />t. THIS PROOlJet IS OESIGNEO I-S feR TH! SOlJiH flORiDA IJlJlLOltIO coo~
<br />1994 EOmo~ FOR l.ILUIl-OAl)! c<>VktY OR zoot n.ome,," atllLOINO cODE. .
<br />~o FaA \'/tHO .LOAD3 ~. PER.ASl:S: 7 USINO COflRE:!lPON~IHO LOAD'.
<br />e. WOOl> BUCKS f1( OTHEAg. MUSt Ol!: ANtHOA(D PROPERl.Y TO T'flMSftR
<br />LOADS TO THe: STRUCiURE, . . . .
<br />;J, mCHORS S~LL 6lt AS USTED, SPACEO AS SHOWN ON O&TAII.l3.
<br />ANCt10R EMeEO/dtNT TO BASe MAttAIAl. SHAtto ail SEYONO WALl.
<br />DRESSING OR STUCCO,
<br />
<br />DESeR1P1'IO~ w.T.E~u.r. mNF,!SUPPU'E1l/REMAmiS.
<br />FRAH&: HtAD &0&1-TII ..
<br />rRAHt SILl. 6063-1&. ..
<br />FRAHlt JAIU 6063-15 ..
<br />FIXED RAn. 60&3-TG ..
<br />VUlT KEtnN~ R,W. GQ&:J-TG"
<br />TO? MID Dono~ RAIL 6063-T!"
<br />JAHS STILE 60~:1-T& ..
<br />c.t.A2lNG BtAll ALUl1JN\J1i ROLl. f'OliHtD
<br />fRAHElVtNt AsstHlll-V $CRt\lS . . a x 3/4' P,H, P:1II.t.iPS
<br />fiX. RAIl. 511.\. SCRt\lS .. . a lC at P.H. PH1LU?i__
<br />vtHT JMiB RAil. \I'STRlfPING VINY1. 1/.4' llrA, &\J!.B
<br />Flit StAt. \/CATHtRSTllll"i'lNO - .t61' lC .2tO' oaeO-&OOl..9)
<br />FIN stAt. IJCATHWTR1PPmG - 019'1' lC .3S0' (183.H,OOl-1) .
<br />Flit stAt. 'w'f:AiHERSTRlf'ftOO" ,(1)1' l( .31G' m~-6001~~1
<br />.
<br />
<br />..
<br />
<br />VEN1 rAt!! GUIDE:
<br />VEri't ROll.ER HOuSING
<br />VENT ROLW/VIiEEI.
<br />SILL 11lAl:1C [NStAT
<br />Voo LATCIf
<br />\100 l.ATCH SPRlllG
<br />
<br />Pl.ASTlC
<br />PLASTIC
<br />111lASS
<br />6~-T6
<br />6~63-T6
<br />
<br />..
<br />AT a-lIa' FRCK EHIlS fA HI~SPA~
<br />AT EACH EN/)
<br />
<br />@
<br />
<br />AT B' FROM eUllS
<br />
<br />- .
<br />
<br />@
<br />
<br />-TVPICAL ~~cHORS
<br />
<br />rrEll
<br />1
<br />2
<br />3
<br />.c
<br />s
<br />G
<br />7
<br />8
<br />9
<br />10
<br />TxPIC~' ANCHORSl SE~. ELE'i./CHART' F'OR SPACING 11
<br />
<br />3/16" TAPCONS ::
<br />INTO 2BV WOOD BUCKS OR WOOD STRUCTURE
<br />. I" MIN. PeNETRATION INTO .WOOO ' ::
<br />THRU lav WOOD BUCKS INTO MASONRY OR DIRECTlY INTO MASO~R'( .l6
<br />,...t/411 MIN. EMBED INTO MASONRY . . 17
<br />~E:^LANTS: .' lit .
<br />CACH VENT ;ORNER SeALED WITH WHITE COLORED S~L4.Nr. ." ~~
<br />21
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<br />.1;
<br />
<br />13
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<br />
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<br />
<br />4
<br />
<br />EXTERIOR
<br />
<br />\I1NDO'J IJIOTH
<br />~O,)c'\YQI,IT
<br />me OF?OSI~
<br />
<br />J
<br />
<br />-
<br />
<br />ROLL FORMEO ALUM'
<br />G.v.2INO BEAD
<br />.--05a ANN. GtASS
<br />AOHESlVt .
<br />1EOOINCJ COMPO\JNO
<br />
<br />//'-" \ \
<br />
<br />W
<br />" ,-'It
<br />
<br />-
<br />
<br />PL~ZINQ PE~Al.t.
<br />
<br />FIXtO IJ!cr, RAil CORt;ER
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<br />F'lXED MfG. RAIL
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<br />,7~O -i? ; :;;1
<br />. II :-fft. I
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<br />.65& ~ I
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<br />
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<br />
<br />1I1~ S.H,S .
<br />1W' MIN. WOOO EHsro
<br />,...@ 5 112" FROM CORNERS
<br />&. (& MIOPl?IN r
<br />
<br />2 lC (P.T.I WOOD BUCt<
<br />. NOT BV t.AWSOtf INO,
<br />MUST SUSTAIN 1l1POSEO
<br />..0,\08 --:-
<br />
<br />.
<br />
<br />tit... 1\
<br />SHIH HA)(_ l-
<br />
<br />3/1611 ANNEALED GLASS
<br />FIN FRAME
<br />2x WOOD BUCK
<br />HEAVY DUlY RAIL
<br />TEST UNIT
<br />PERFORMANce SUMMARY
<br />
<br />~r>z.
<br />:.-..-...;. sHi~q..,
<br />r.1r.g" ~ I~'...........
<br />..,"\ .6~?~ Lie III.T.I
<br />/II II ~ . WOOD illICit
<br />0@: m,
<br />I _ Cl.IAR AOHSSIVE
<br />3/W'''ANN. BEODING COMPO UNO
<br />QI.AS ..
<br />It
<br />~lt~~~f:1Cl . :' @
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<br />@ 11 ~~.29~t~alir
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<br />
<br />. CLIlM AOl{f:sfv.:
<br />atOolNG ~CHPOUND
<br />.-3/W'-ANN,
<br />GLASS
<br />
<br />~b
<br />t-o'
<br />
<br />. ~ It 10 S.H.S.
<br />1~" MIN. .....000 EM6E1J
<br />SEE SCHEOUU BEt.OW
<br />FOR ANCHOR SPACIllG
<br />1TYP..
<br />
<br />Info"
<br />
<br />~5
<br />
<br />AEFIiRENCltl FTL..1891 '2.11-97
<br />TUT SIZ!.', 51.~1/a" x 75-112"
<br />Test LOADSI ~94.S. -94,S PSP
<br />~~i~~ r~f,e1RATION~i':T~e::~ ~i~
<br />TESTED (jLA~Sl J/lr....,Il.NNgt'lt:Q
<br />MAX. JAHB SCAEW SPACING- 15-3/4" & '8~]/4'~
<br />
<br />/
<br />
<br />J
<br />I'rs
<br />
<br />1\11
<br />
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<br />
<br />NON.IMPACT RESiStANT'
<br />___f'IIlo4 1
<br />
<br />-
<br />
<br />PLAN VIEW
<br />.-
<br />
<br />WINOOI"
<br />wroTH.
<br />
<br />u ',+
<br />~10
<br />HEAVY OUTY
<br />ME!TINO RAIl.
<br />
<br />I .\
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<br />I 20~~1lIl," (TYP,I
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<br />
<br />3/1G'.ANNeAlEO ~~SS.HO flAIl.
<br />
<br />WiNDOW OOMPARATIve .
<br />ANALVSIS OHAR"l'
<br />
<br />Wlt:OOW DI!SIGN LOAD
<br />DIMfNPIQNS 'OAPACrrv. P$F
<br />~.l,llrH tlt!ll)iT POSITlYI N(Qo\TlVC
<br />..'Ctllll bNU'.11
<br />'''''' 6),1 51U
<br />lltttl""'UI ,. ".....,.. ,. ..
<br />a.I'1 u 6:'" nUt
<br />1; If, tlt . &;11 'f'fi1i:~. If
<br />~ ts:i:,i," . &),3 h,:.
<br />1t-lIt OJJ u''''
<br />Uolii' n.m ." ,'u 'ire:&." .
<br />,u'i'ft'. (SI ~u'6Ij:i" ;~i" . .
<br />· It:',;.' ".1)' I \".4" .
<br />".11' , I:' !!t~~ . ~.4,~!ft
<br />ii':IIi' &O.SII U.J 201.'
<br />..u';iUt ts' . ~ 6t:; , .. .. ""0 . t.
<br />. ... ......"......... ...Ctu....
<br />u.va 6U In
<br />".VI OJ,) uu
<br />ii:tI; " .. ii:Jmth . 'i,'.:,
<br />ton ' ISI . 6'2.1 .. ',ii,I
<br />. .."" HlltltU.- . . t ...
<br />U,I/' n.J , ,..,
<br />It.tl' 63.1 t~'"
<br />'id:/,i 6J ....,;,; ill..2
<br />. 1". l,j '4 ',tii .t t1 'H'\"\~:;
<br />si:'ii'i n I' m . ,.
<br />.!?:.\~!. 61.1 IOU
<br />21.1/2 14.\/4 . 6j" ... '"',;1,'-;' .
<br />;, 1tI" ;;" u.s
<br />. 'II' ''''''''4't'
<br />SM/O 6U. dU
<br />tllJ.IN pJ.IlCNTHUIS IIII1lt:AltS NO. ell
<br />....litHCRS p~ l"tllI
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<br />~ I ""'_.
<br />:~'8 W1 ~ 2 .
<br />"I" 1~S,H.S.
<br />. H~" MIN. WODe tHeED
<br />.181 @ S.lJ2" fROM CQ!{NESlS
<br />C It ' I &- rjilHIOp\)m
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<br />11109,1,1.9.
<br />,~" HI~, WOClO tM8S0
<br />@l5-1I2" FROH CORNtl\S
<br />&. @I MIOPOIHr
<br />
<br />l2 ~ Ip,T.) .
<br />WOOD a\Jct<
<br />
<br />'.11'''.
<br />
<br />L It(P.T.1
<br />WOOD Buet(
<br />
<br />'---
<br />
<br />HEADER & SILL SEOTION .
<br />--, ...-
<br />
<br />ALT. SILJ. f!t;QJJQ.f\1
<br />
<br />ELEVATION
<br />fiN FRAMe
<br />SINGle HUNG WINDOW
<br />
<br />NOT~SI
<br />, THIS......INDOW SYSTEM IS OISIQNEO ANO TeSTEO TO (OhIlL Y WITH THE
<br />RtQUIREMENTS OF THIi \U4 OAC! COUNTY EOITION OF THE SOUTH
<br />PLORlOA 8UI~OINa tOj)~ 19.1,B.C,' CHAPTf:R 1" CHAPTER n. CHAPTIiR 3$,
<br />UNOER TH! SPIlCIFIC CONOITIONS SHOWN on 'tHIS ORAWlNG.
<br />1. Z II WOOD DUCJ<S SHALL B<< IN9TALL.6D 'NOT'BV LAWSON lrill.) AND ANCHOR!U
<br />SO THAT TH! OUILOINO IUSIS1S THE SUP2RlMPOSlQ LOl\DS In ACCORDAHCE
<br />WITH REQUIREMENTS OP '9910 s.p.a.c. .
<br />) ANCH~ OIlSCRIl1f:O IN TIn L""'OU" AR! AS PER Tnt UNIT. OtHER .
<br />. COUOITlllli/S TO BE f:N01NUREO S~PAIM TELY.
<br />I. AN(HO~ CONtllTIONS NOT OEStAJBea It. THlS DRAWING AA! 10 BE I!NGINUAEO
<br />au A SIU SPECIfIC BASIS,
<br />
<br />-.
<br />
<br />. .
<br />
<br />--..... . "_I_I'" "'..."
<br />
<br />.'
<br />1)( IP.T,I WoOO BUCK APPRovroASCOMPLYjNG~flit~l.. . WrNOOW
<br />HOT 0'1' LAWSON IN!> SOtlTltfLtlRlOA BtJllOlOO CODlf WIOTH
<br />r~lJsSustAIN IHPOSElbATG .-'~ .:'( -1~ 1100\ "r.:~;,i~.. ..
<br />. .~~~ - to) !
<br />
<br />114:: SHIM _ · 8U~lIaCOOECOMPUAN~E Qif'fCII
<br />H" ACCE?T.woeNO- Ol~ 116L.1'J.:.. ..I
<br />'4 ~ u
<br />/.:31\4.. ~ T APCOt4
<br />(5E( SCHEOIJL!'
<br />. BEI.OW FQR NUMBER
<br />OF At/CHaRSI
<br />.
<br />
<br />- ;'~114"
<br />10'\ HAl<r (TYP.l
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<br />, I
<br />
<br />,," 10 S,H.S.
<br />. 1~" MIN. WOOD (I'\!IEO .
<br />. AS SHOWN ON ELCVATIOH
<br />CI . 4._ I'" .0.\ . ~'~al~H5ju..."Jc~~\~V POA ~1Ia.-Atm,
<br />..... .. . MI~. ' 11'0 s.to1.S. GLASS
<br />FO~~~STII ~~~,!1f'~'o'1..ocOo~t~:ID \ CLEAR AOHUIV&7
<br />.. n... ,.., i\ i tODING COMPOUN
<br />4 A 4 (f . @l H19POIHT E'HIlED.
<br />. If '{P.l
<br />. ............. <V-~lC(PT.1 1.1U".
<br />.......... , wooo aU(K
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<br />'. ~ ' 61tH I 7\ J;i -
<br />'1)"'.., 1\ .\l. /'
<br />
<br />· ~'KI.. . . ..~. to'S 17 r;;_~
<br />@@ I: 'ro 1. I~ 7
<br />:- CLtAR AQHCSI....1l -:7
<br />31l6".ANN. BEOOING COMPClW"a IC II' TJ
<br />01."$1 WOOO BUCK
<br />~l:~Mf~Q :1, .
<br />a jl . f
<br />ton:;~
<br />@.~ ~1 ::
<br />I I
<br />I A I
<br />
<br />ELEVATION
<br />fLANGE fRAME
<br />SINGIJ! HUNG WINDOW
<br />
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<br />.........'1
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<br />10
<br />"d1
<br />H.l!AVY DUlY
<br />ME1mN(J RAIl..
<br />
<br />PLAN VIEW 3(16" ANNeAleo GLASS
<br />. ~)(~~il~~gBUCK
<br />_111&"0 TAPCCN H'd^WOUTVRAIL
<br />" @4" fROM COANERS TeST UNIT
<br />4 '. 4' PERFORMANce sUM~MBX
<br />.. REFERENCE. PTt..189G 11.a.91
<br />· ~'lC IP.T,J TEST SIZE, s:J-urr)( 14..1/4"
<br />· ,/, WOOD BUCK Tl!sr 1.0AOSl .94.5, .94.5 pst:
<br />r~.,.~ lIfo"HAX DESIGN LOADS1 .63.0,.&3.0 PSJl
<br />.:.::: I-.... r" SHIH' WATtR INPILTRAl'10N TESTI 9,5 PSIl ,
<br />~ r ____ I TfSTEO I31.,&,SS, llI6".ANN!ALI!O
<br />.,t!9" !1A:<. JAMS SCREW SPACINGl 15..3/4" & 17.3/4"
<br />. ..L.. .6:".. . NON.IMPAO'J': RESISTANt .
<br />
<br />~ '~ '" )' :lI1IMNNf~eO GtASg.HD RNL
<br />@@j l~. WiNDOW COMPAAA'TIVI!
<br />.. Iii It , :.0.... nllM ~OHESIVI! ' ANAl.VSIS cHARi
<br />. stOniNG (QM~CUNO WlNOOW 0 SIGN LOAD OAI'ACI1V. PSI'
<br />OiMENSlQNS WOOD SCAEWS CZlc WOOO SIJel( TAPCONS UlC WOOD EltJc~ TAPCONfl(tlt WOOD Bue\<)
<br />~~m ~~e~J mrt~: POSII'lvl I1tO...TIVE QT'\'. Of POS1"V! IiEClATlVr ~l:~~ POS111vr N(~A~IY(
<br />\v.llm 11).;1 laM n,) IU.4 U.J Z4Q.6 .
<br />2'.:';;;' &',,1 ;".2 Ill' 'riJ"~' . "i"o,:i eH . 1'1),1
<br />: )1:: u 111 ....r:~~ ... ::'. ';1'4,; ..: ;~~h" . j,.~: IS) '....,.F.....: ';'i'L:l: .
<br />S).1I0 n,) 1U su n.o .:t.J aU
<br />".111 6U 14U au IU.G u,) nu
<br />'11"'''''' . . . 1 .... ht....4" "" II'" .. 41'''' tt 111'........
<br />1~-"Z IMII m ....ap~., n!;~. '151 6!.! .. . .!'.':J. 17I ,..J.~t. ,,~..,
<br />.n 6U u... . ,U 84.' UJ m.o
<br />Hi,:tii .. "~l .. Dt:;". ". i'J.3 ri:"" u 02.! ii.i
<br />t!~'~!I!t. ~1;1.. ft4 w.. ~!,~~..~ 6.'~ ~~).6 ~.]f! .... ..". ~!.Jl!.
<br />.!~~.1/.2 u.s" tU "~.., U6:'., 15) ,...~.?:L..." ..e.!;! tH e.H ~l~'
<br />)f n I 91.6 U2 6U &:J.J U'I."
<br />.. "1 U ...."....1.. ,U.. .. . .. .. .. ....'...., '"'UI'
<br />5I.v. U,) ".0 . - II).) 6z.J
<br />.":.!!.I . .~.~~,.... 2~~~.. .~~:~..... ~"J~.',~.. . ,.~.~~. .. ",.~
<br />24,1/1 U.J . \'1.9 IU 94.1 UJ 11M
<br />'''i','' SIP (,. t,'ii to. II'. ;0';,,'-' (&1 ..:, "jJ (81 H"slii.'. ."ii:i..
<br />, HI .1 , . ........" , t ......... to ,... ,
<br />. 51-". n.J lU 11.6 &.D,S >>.:t u.'
<br />AbL HF;AOER ~_Sll.l. SEOTIO~ 1,",11, n.' 21U .,.s. 13U 6U"U
<br />'i,~vz n,J ISI.4 . ... 6'j'.j'" , . ;~O:i 51.3 m.o
<br />uti'" 6J I1J..' tlf'. . ,..'UU,,,, . t11 ttl ,. ."1" .
<br />)7 n.1 101.'7 6),) ".9 au u.'
<br />~'_"I' 6;.1 eM . 'S',:$'" SU IlU 6~,1.
<br />. ".ttl e:u Iln .~u ... '!G;Q .. u,J 15L1
<br />'".,n' .:u no.\ U,' ".1 IU \09.5
<br />. . 14-'''. t1l ..... " 111 191 s) i.'
<br />Ho.rnp...~W1tlUISIHlllC"HSH),OP . n. "1. . 1M n,] ";0 . ~. . .s,.~
<br />....IlCMdRS PCR JAKlS . n.u. . IU SU -". 19.1 SU .
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<br />" ..... . EMBED.
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<br />'m...r 11"" MAloC.
<br />I !i~IH
<br />II III 1H.S.
<br />W,"KtN.WCODEI1BIO "" ~fl<at(.'
<br />@!'to fllOH CQ~NER9 ,; l>,/ '/"
<br />:llelP.T.,... ,/ '~
<br />WOOO aU(~
<br />
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<br />4
<br />. ..
<br />1;'71&" MIN.
<br />,I;O?~P'I:J't,
<br />3116"10 TAPCONS
<br />@) '-PRON COllNERS .
<br />
<br />HEADt;R & SILL SeOTION
<br />
<br />U1'S.
<br />
<br />~OTeSJ .
<br />I, THIS W1NOOW S'l'Um IS OESIONtO AND wm:o TO COl'II'LV WITH T/{!
<br />A60UiIUHUlTS OF tHE 1994 OAl)! COUNT V .EDmON 01' tHE SOUTH.
<br />PL01UQA BUILDING COOElIS.f.e,C.. C~APTER ". CHAPTeR a). (HAPTEI\ 3&.
<br />UNOtR THI SPECIFIC CON01TlONS 'SHOWN ON THIS ORAwma.
<br />2. 114 OR ~ Ie wooo aUC1<S SHALl. BlIN31' AUlD tHor 8't't.AWSOH \NO,. AND
<br />ANCHORED SO THAt THI BU/I,OING RESISTS THE SVP!t~MPOUO LOADS IH
<br />ACCOAOM~cr WITH REQUIREMeNTS OF \994 S.U.C.
<br />3. ANCHOR OESCRlsro IN YHISl,WOUT ARI! AS PER UST UNlt.O'tHtR
<br />CONomOt~S TO BE ENQINEEREO SEPARA'UI. Y.
<br />4, AN(liO!\ CONOITJOHS NQ't DESC~letD IN THtS ORAWlNG AR~ TO DE ENGINEEREO
<br />.Ot-f ^ SIT! SPECIfiC BASIS. .
<br />
<br />~"
<br />
<br />7030 H_W. 37th CT.
<br />~. ... ArTATS O.N MIAMI. rt.ORJOJ\ 3:1141
<br />,; . Y Y (.ro5) G96~86&O
<br />II; "'OUSTRiI5,lHC
<br />UAMJrJ.CTtlRERS or WINDOWS. ooofl$
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<br />I'
<br />
<br />:'
<br />
<br />ft
<br />61- I
<br />
<br />6'T -I
<br />
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<br />
<br />THERMA-TRU INSTALLATION
<br />
<br />KEY DIFFERENCES CHECK LIST
<br />
<br />RouQh openings ore 1/4' sMoller on eoch side OI"tC~ 1/4' sMoller on the
<br />heoaer tho.n stonaord TherMo. - Tru rough opening diMensions,
<br />Use only 0 MoxlMUM of 1/4' thick shiMS.
<br />Predrill the jo.l"lbs o.nd heo.elers usIng 1/8' drill bit. Prec(rillfng
<br />increoses structuro.l perforl"lo.nce,
<br />Use only 2-1/2' wooel screws (#8 ond #10) when securing the pre
<br />hung Fro.Me to the rough opening buck. Dry,woll screws) deck screws)
<br />ond nuils o.re Insufflclent onchorsJ ond shoulcl not be substituted for
<br />wooel screws.
<br />Be certo.ln of the nUMber ond plo.ceMent of oll screws securing the froMe
<br />to the rouQ.h opening buck. Consult the orchitect or engineer of recorel
<br />concerning 'Fostenlng the buck to the rest of the building structure,
<br />CONTRACTOR TO PROVIDE A 1 x p,r, BUCK STRIP CONT. AT
<br />OPENING SIDES AND HEADER.
<br />** 1 x BUCK STRIPS ~ILL BE ACCEPTABLE PROVIDED THE
<br />3/16' DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS
<br />SHo\olN, THE T APCONS ARE TO BE CONTINUOUS THRU THE
<br />DOOR FRAME{,l x P.T. BUCK STRIP AND HAVE A MINIMUM
<br />OF 1 1/4' EMBEDMENT INTO THE MASONRY JAMBS,
<br />
<br />f...I ~'
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<br />ft ~ff 3:
<br />
<br />I l-16' 6L I I I I I
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<br />1 .16' 6L I I I I I
<br />
<br />6f'x
<br />~ ..t-rr t- ~
<br />I ~ I I I -16'
<br />
<br />- !--' -
<br />SPACE
<br />_ _EVENLY
<br />
<br />- -' .."...-
<br />
<br />SPAC[E
<br />_ -' EVEN.~_
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<br />l=} :rU f~rl6' :l'U l;;.
<br />6 ~~~ ~/h
<br />SINGLE DOOR SINGLE DOOR \01 SIDELITE SINGLE DOOR \1/ SIDELITES
<br />
<br />II I I 1 16'
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<br />EVENL Y
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<br />DOUBLE DOC!R
<br />
<br />'.
<br />
<br />& CREATED 11/11/02
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />r
<br />
<br />D E D\AN6CO
<br />
<br />ENGINEERING, FA.
<br />p.o. 190)( 3400 .. APOLLO eEACf.4 .. FLORIDA .. 3~12
<br />~ oM (&13) 64& t>f66 FAX - (&13) 646 ~~
<br />sa 4e)t(l) @niESE DRA\\1NGS AND DESIGNS ARE ll1E JOINT PROPERlY OF DN',SCO ENGINEERING. P.^- ANO ll1E
<br />CUENT ON llilS PRMCT. ANY Rl:PROOUCllON OR UNAU1110RlZED USE IS PROHIBITED, - 2003
<br />
<br />'"
<br />
<br />l.ENNAR t-10Mee
<br />
<br />6CAl.E NOTED
<br />DATE ",en
<br />DOO~ .$ WINDOW IN8TAL.LATIONe
<br />
<br />TAMPA DIVI&ICN
<br />
<br />pFtL\lLN ay.
<br />
<br />'--
<br />
<br />DE Joe NO. FM - ~,
<br />
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