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<br />AT HeAD/SilL n 4" MAX.
<br />seE COlUHN 'A' FOR : cpHeAO/SllL
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<br />XO OR OX SIZES
<br />WJNDOWDJMS A DSJl-ANNGLASS
<br />
<br />WIDTH HEIGHT mer. (+) INT. (-)
<br />. 24" 4 60.0 67.0
<br />36lP 4 50.0 67.0
<br />48" 24" 6 SO.O 61.0
<br />6011 6, 50.0 61.0
<br />72"
<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 />a 48.S 48,S
<br />6 42.9 42.9
<br />4 50.0 61.0
<br />4 50.0 50.7
<br />6 38.S , 36,6
<br />6 36,1 36.1
<br />4 50.0 ' 67.0
<br />6 51>.0 61.0
<br />6 60.0 51),1
<br />4 50,0 S8,8
<br />6 50.0 50.1
<br />e 39.6 . 39.6
<br />4 46.0 46.0
<br />6 3M 36.1
<br />A ~ NO. OF ANCHORS PER HeAO & SII..L .
<br />Se~IES-8GOO ALUM. HORtZ. SLIDING WINDOW
<br />PQ~MRATIVa AN,A~YSIS CHART
<br />
<br />BASeD ON FTL -1130 OF 07-21.95
<br />TeST SIZE! ~ 72,1' X 4811 (OX)
<br />OeslGN LOADS = +50..0. .43.3 PSF
<br />WATER INFIl.TRATION TEST -=7,5 Psp
<br />!ES'fJ:P GLASS = os,a "'-NNI:ALl!1)
<br />
<br />24"
<br />361t
<br />4811
<br />60"
<br />72.1l
<br />
<br />36"
<br />
<br />.]'la
<br />. ~
<br />~o
<br />~..~ ~
<br />
<br />I
<br />
<br />I
<br />
<br />2411
<br />36"
<br />48"
<br />eOIl
<br />
<br />4511
<br />
<br />I
<br />
<br />33 1/4'
<br />D.L. OPG.
<br />
<br />I
<br />
<br />33 S/t6'
<br />D.\" OM.
<br />JG 1/.'
<br />YENi WIOTH
<br />73.
<br />WINDOW I'IIOTH
<br />
<br />~I
<br />~m
<br />~~
<br />'<
<br />
<br />37"
<br />53-1/8"
<br />.1411
<br />3711
<br />53.1Ia"
<br />74\'
<br />37"
<br />53.1/8"
<br />
<br />26"
<br />
<br />3B.3/8"
<br />
<br />60.5/8"
<br />
<br />iYPfCAL .EI.EYATlQtl
<br />TESTED UNIT
<br />
<br />J '.
<br />
<br />If;
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<br />~PPRO"y~D CONFIGURATION;; ,
<br />GtJlSS WlOTHS TO BE EQUAl. ON MOVING ~tjO f1XEO L1~
<br />. .. WOOD "~UCKS Nor BV lAWSON INDUSTRIES. MUST SUSTAIN
<br />.' -TVPICAI. ANCHORS LOADS IMPOSED BV GLAZING SYSTEfd AND TRANSFER,
<br />THEM TO iHe: 8U1L01NO STRUCTURI:.
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<br />1.-761
<br />L"76lt
<br />1.-7:54
<br />1..77a
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<br />WI ... (1...1/a" X 1/4" DMIN HOLE) AT 1-3/4'" FMM EACH ENO
<br />W2 '" (1" )( 3/1 alt W€EP HOLE) AT 2" F'ROM EACH ENO of V!NT
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<br />"'0011 BVCKS-
<br />
<br />Z1
<br />
<br />22
<br />
<br />NOlES;
<br />I. TKl3 PROOOC1' IS OESlaNEO ~ FER THIZ SOUTH FlORJDA eVlUllI/o COOIl:
<br />1994 romon FOR 1.l~I.(I-OAOE COUNIY Olt zoot FLORIO" InJILDINO coot. .
<br />~o FOR WINO .LO}J)3 ...s' P€R.ASCi 7 usmo conl1t;SPONOINO lOA.Dg.
<br />e. WOOD BUCKS ~ OlHEA9, Must at AHtHOReD PROPEA!." TO mtisftR
<br />LOAOS TQ TH~ SlRVCTIJR!, . ' ' ,
<br />3, ANCHORS SHALL Bit AS U5TEO, SPACEO AS SHOWN ON O~"lUf,
<br />ANCHOR EI.IBEOl-.lENT TO BASe W.ttRlAI. SHA\t. a~ G€YONO w"a.t.
<br />OR~SSINO OR STUCCO,
<br />
<br />DESCRIPTIOli W.U/ilAr. ldANF./SUPPU'ttt/RElWOlS
<br />
<br />fRAHlt HtAD &O&3"TS ,.
<br />fRAH~ SIL~ 6063.T5. .
<br />fRAH! JAMB 60~3.T6 ..
<br />fiXED RAn. 60&3-14 .
<br />vwt /-lEtTING R/llt. 60&NG"
<br />TOP MIll !JonaH RAIl. 6063.!!"
<br />J~HlJ STILE 606N6 ..
<br />c.t.AZlNG BEIIIl . A!.UlilNUH ROl.1. rOllMED
<br />fRAHtlVOit AssEHlll.'1' $CllE:VS .. . e lC 3/.' P.H. I'Hll.I.t?S
<br />fl)(. RAI\. SI!,.\. scRE.'J~ .. . a x a' p,H, PHILt.rP~
<br />vtHT JM1D ltAlI. 'J'.slRIfPING VINYL SI-41 orA. Il\JLB
<br />tiff Sf:Al. ....CATlitRSTItII'I'IHG - .191' l( .ato' 0geo-sool..9)
<br />fIN SEAl. \I!AiIIClUTR1PPIHG - .197' lC .350' (7&3400/,00(-7)
<br />FIN SEAL 'w'EATHtRSTIUf'f'IOO" ,lIl1' )( .'3lG' (793C.&~OI-~)
<br />
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<br />Sill. TRACI< INStllT
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<br />EXTERIOR
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<br />vt~OOIJ 'lInT"
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<br />me OPPOSI~
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<br />-058 ANN. GtASS
<br />
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<br />~~
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<br />
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<br />
<br />GLASS@(.!1,ja7
<br />
<br />-"- :: ~
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<br />~~-~
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<br />1\ 10 S.H,S .
<br />ta" MIN, WOOD EMS'!>
<br />,...t!il S IIZ" FROM CORNEAS
<br />!. c.& MIOP qlN r
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<br />/\ I '''' . · WOOD BUCJ<
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<br />- CUM AOHISSIVE
<br />3/'S....MIN. erODING COMPOUI/O
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<br />111." ~
<br />SHIH HAl(,.. [oW
<br />
<br />3/16" ANNEALED GLASS
<br />FIN FRAME
<br />2X WOOD BUCK
<br />HEAVY DUlY RAIL
<br />TEST UNIT
<br />PERFORMANCe SUMMARY
<br />
<br />'l-It 10 S.H.'.
<br />'11o~ MIN. WOOD EMBEO
<br />Sf! SCHEOultr BEt.OW
<br />FOR ANCHOR $PACflH1
<br />ITVP.I
<br />
<br />~r--
<br />
<br />AEFliRENCI:I PTL-1B91 12..11-97
<br />TUT 5IUI'_ 51...111)" l< 79-111"
<br />UST LOADSI .91..S, ..94.5 PSP
<br />~~~~~ h?t,e1~ATlot;~i.:;-~6~:g ~i~
<br />TEsreo GLASSI ~/tt.--ANN~A~m
<br />MAX. JAMa SUlEW SPACINGt 15-3/4" &. '8~3/t,'~
<br />
<br />~
<br />
<br />t.ln-
<br />2 ':50"
<br />
<br />-
<br />
<br />if:
<br />
<br />.375" at.AZH-{O r[)\
<br />DtPTH lal'm \V
<br />WIN()l'lW WIOT~
<br />
<br />JI
<br />
<br />-
<br />
<br />PLAN VIEW
<br />.-
<br />
<br />, 20 II
<br />
<br />A
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<br />
<br />I~ I .
<br />
<br />IB 5 2
<br />. ~~ '
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<br />tW' MIN. WOOD tHB!D
<br />@ g.1I2" ~ROH CQ!{NEAS
<br />. &r (jD MIDPOINT
<br />r
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<br />
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<br />wooo SUCK
<br />
<br />I.n.,ll"
<br />
<br />LICIM.1
<br />WOOD BUCK
<br />
<br />HEADER & SILL seOTION .
<br />- , ---4>.4.....
<br />
<br />ALT. SILJ,.. ftl;Q:nof\.!
<br />
<br />NOTESI ,
<br />, THIS.WINOQW SYSTEH 11 OU1QNEO ANO Tuno TO CO~Pt..Y WITH THE
<br />REQUIREMENTS OF THi '9i4 CAD! COUNTY EOITION OF THE SOUTH
<br />fl.ORIOA 6~I~OINQ tOO! IV.B.C.! CHAPTfR 4, CHAPTER 21. CHAPlliR 3$,
<br />UNotR TH! Sj)l!ClFlC CQNOITIONS SHOWN ON THIS DR~WlNCl.
<br />l. 2)1 wooa QUCI<S SHALL ~11N9TAL';O mar'BY I.^W$O~ INI).J AND At/CHORta
<br />so THAT THI! I)lJtl.OINQ RESIS'lS THI SUjiIRl~OStQ LOI\O' ItI ACCORDANCE
<br />WITH REQUIREMENTS OP ,nt. S.P.S.C. '
<br />:I ANCHO~ OdCRIO~O IN THlS LAYOut MK AS PER nST UIIIT. OtHER .
<br />. CONOltll1ll1S "(0 5! ItHOlNUR.EO SIl:i"ARI\TU.....
<br />/, IIN(HOIl CONDITION9 NOT QE:StRJ8I!Q In tlilS DRAWINO "RI! 1 0 Bit eNQINUAfD
<br />ON A SIU SPECIfIC BASIS.
<br />.. . .
<br />
<br />--...... . ..-.---
<br />
<br />II
<br />
<br />UU"
<br />
<br />PLAN VIEW
<br />
<br />r-'MrJ' .
<br />I 20',
<br />
<br />'j~ I'
<br />118. a
<br />I _tl~ .
<br />, r-- 2.299"
<br />@ .. .!.!'J ~. ~t.~HT
<br />.6+"~ --. - r '
<br />
<br />.1t!,,,
<br />L-~, ".68{'
<br />@€"! :~ -mAR .."'StVB
<br />
<br />BtOOING COMPOUNO
<br />
<br />. .
<br />
<br />r r
<br />
<br />~~,:.~
<br />~ ,. I ~
<br />o @~ r~
<br />
<br />.
<br />
<br />4 . -
<br />. tI'.. .1.
<br />
<br />:1:1'."4", 4
<br />. EMstb,
<br />. . ~ .
<br />
<br />.
<br />'. 4'
<br />
<br />4
<br />. "
<br />1;1Ia- MIN.
<br />. ~O?~~.':~J"
<br />3116"cO 1APCONS
<br />CO) ,. PROM COMERS .
<br />
<br />2
<br />..r1l"" HA>t.
<br />., SHIH
<br />~attf.'
<br />.><~
<br />
<br />II l~ 8.H.S.
<br />W,"I1lN. WOOO Et1BIO
<br />ljlI to- fROH ca~Nt:~!l
<br />ZItIP,T,I... ~
<br />wooo auc~
<br />
<br />....
<br />
<br />HE~ & SILL SEOTION
<br />
<br />t.us-
<br />
<br />~OTe$J '
<br />,. 1HIS WINOOW SYSTeM IS D!SI~NEO AND Wnto TO CoMPLY WiTH THI!
<br />R~QUIREHu-lTS OF 'rH~ 1994 DAC!! COUNTY )iOITlON OF1H! SOUTH,
<br />PLOM1A alJl~DlNO COOIISI.I),<:.I CHAPTER 4. CHAP teA n CHAPTE.J\ 35,
<br />UNO!A 1HI specIFtc l:ONOltIONS 'SHOWN ON THIS DRA\~j/{o.
<br />:r. 1" DIU M WOOl) aUCl<$ SHAll.lJCINSTAI.UD INO'l'8'HAWS0f4INO.1 AND
<br />ANtHOAED SO THAT THIl eUlloOING RESISTS 1HI SVP~~HPOs(O LOADS IN
<br />ACCQf{OANCI WITH REQUIREMENTS 01' 1994 s,lI.a.c.
<br />:f. ANCHOR DESCRIBED IN THIHAYOUT ARt! AS I'El\ 'USf UNit. OTHER
<br />C:ONOlTlOUS TO Be ENOINEElua SEPMAUI. Y.
<br />4. ANtHon CONOITJONS Nor DESC~leEO IN THIS ORA WING ARC TO Of: ENOfNE!AEQ
<br />,Ot<f A SITe SPECifiC BASI9. .
<br />
<br />NON..IMPACT RESISTANT'
<br />___ u..~
<br />
<br />3/1 S'.ANNeAlED GMSS-HO RAIL
<br />WINDOW oOMPARAnVI! ,
<br />ANALYSIS OfiAR'l'
<br />\vu:ocw OeSIGN LOAO
<br />otMt<<~lilll' 'OAPAOrrf _ PSP
<br />~~m ~~~nr POSITI'" tI(<IATlVl
<br />If.tllI 6),) 51t,S
<br />1~.U'""Ul 1. . ,.,..,.... .. . .'
<br />24.1/2 11 6:'" UM
<br />3; ". III . &;" .lHitii~" u
<br />'ii:,i." . 'III he_'.
<br />1t-tl' UJ uu
<br />24.lii' n.m '" "J,' 'ii'i:': .
<br />'hHj'f"t '$1 ou'6';:," iii, . .
<br />. t'" hi' . .. ~..,u.. I
<br />n,U8 au \00."
<br />,!':.f/~.t ' I:' !!.~~ . ~...~!:t
<br />26.1/1 &o-$,a U.:J 20U
<br />"UI;i", t5. '. ,,:; . .. .. 'J~O . .'
<br />. .1. ................ ,UfHHt'.
<br />51"'. 6U III
<br />".11& 0),) 203.4
<br />i.:u; ,. It ii:Jwllo . 'i"I:'
<br />"31 ' 16f . 6'U .. Wi"
<br />. "..., "'O,IfIHI . , . 4:1..
<br />n-lIl ".J . ",5
<br />IM/. ,3.) 149."
<br />'1';i~ M '::'ti~ .. " ,to.~~~
<br />si:'ii', n a' m ..,
<br />.,.111 .1.1 10'"
<br />2a~:tii 14-tllt . 6;.) .... '''';;1.1' .
<br />it 1'1" ;;,j u.s
<br />',i:t,. 6ti"." 6l.
<br />lItt.IH PJ.R(NfHUIS UlllteATU N~ Cl'
<br />ANtHOAS Ptl1lAtlIJ
<br />
<br />WINOOW
<br />WIOTH .
<br />~.T,E.
<br />I 20-<)/1&.ITYP.1
<br />I fJ\' I ~:"2" HI\)(,~
<br />\CI ,YVIl.I" I
<br />
<br />-
<br />
<br />3-3/""
<br />T ITYP,)
<br />~
<br />-=1
<br />"'oJ
<br />ai:li
<br />a~
<br />~c
<br />.......;. (%~
<br />'r .~~~'
<br />
<br />:2'-
<br />
<br />q. ~
<br />o.
<br />
<br />.eu" ~~
<br />
<br />. 0'
<br />ef~
<br />~~
<br />~15
<br />g~
<br />O~-l ~ :/~W
<br />ITVP I.
<br />. &~U2" MAX.
<br />IT'(P.I ..
<br />
<br />oJ
<br />
<br />/
<br />///'
<br />////
<br />~./ '~
<br />
<br />J
<br />
<br />il
<br />
<br />" '
<br />
<br />~f~/
<br />
<br />o
<br />
<br />if
<br />
<br />It=
<br />
<br />---
<br />
<br />ELEVAilON
<br />FIN FRAMS
<br />SINGLE HUNG WINDOW
<br />
<br />_.
<br />
<br />, .
<br />
<br />APt .....t
<br />, l( lP.r,1 wooo eUCK ,.PROYEOA$ C:OMPLYJNG\\UH ..:.
<br />NOT G't LAWSON IN~ SOllTltFLomOABtln.O/N<JQO~.II
<br />HUST SUStAI14lHPQSEfQAT6[10W~bU 1~J .100\
<br />lOA!>S B. ~
<br />' , ~~~O~OlVTSfH
<br />114" 'HOt · IItJ<OuIaCODl ,.~ ""'"
<br />HA - ACCEf\TAHOe NO. M ~ If 6'~~ "':::
<br />'. ~ ..
<br />1:3114." qI TAPCO~
<br />1st! SCHEDUle:'
<br />. BtLOW FQR NUMBER
<br />D~ AtlCHClASI
<br />
<br />Wi!iOOI'l
<br />WIOll1
<br />~,T,E.
<br />
<br />h :-~/tt.- ~I
<br />i~ i
<br />
<br />. :J~Ut...
<br />4" HAXrr- 11YP.1
<br />11''l'P.t i
<br />--
<br />. ---l
<br />!;:.
<br />......
<br />"'r;o
<br />et:.
<br />~a
<br />. rID' ;g
<br />~..IQ
<br />~...
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<br />ll)~
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<br />;je
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<br />II -
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<br />" I
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<br />~f?/
<br />
<br />// //
<br />/ //
<br />~//,
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<br />.
<br />~.. .,4.
<br />l,."
<br />eHBeD.
<br />"
<br />
<br />.
<br />tI
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<br />
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<br />
<br />. Cf> if
<br />
<br />1 '"
<br />Ll C4"
<br />ITYP.)
<br />/i"HAX.
<br />(ryp,1
<br />
<br />I J
<br />
<br />ELEVATION
<br />FLANGE fRAME
<br />SINGl.l: HUNG WINDOW
<br />
<br />.
<br />
<br />I'
<br />
<br />7030 H_W. 37lh CT.
<br />~. ,. AitATS 0' N MtAMI. (lOAm 33147
<br />,; , V V (aoS) 696..8660
<br />It! IiOUSTRtE5,tHC
<br />IMNUrACTtJRtRS or WINDOWS tic DOOMS
<br />
<br />-"
<br />
<br />~
<br />
<br />ft
<br />61- 1
<br />
<br />6'T -I
<br />~}
<br />
<br />! .
<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' sMo.ller on -the
<br />heo.aer tho.n sto.nclo.rcl TherMo. - Tru rough opening diMensions.
<br />Use only a Mo.xlMUM of 114' thick shiMS.
<br />Predrill -the jo.Mbs o.ncl heo.clers using 1/8' drill bi-t, PreclrilUng
<br />increo.ses struc-turo.l perfOrMo.nce.
<br />Use only 2-1/2' wood screws (#8 and #10) when securing the pre
<br />hung fro.ME? to the rough opening buck, Dry,wo.ll screws} cleck screws}
<br />o.ncl no.lls o.re lnsuf ficlent anchors, o.ncl shoulcl not be substltutecl for
<br />wood screws.
<br />Be certo.ln of the nUMber and plo.ceMent of o.ll screws securing the fraMe
<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 bUlldlng structure.
<br />CONTRACTOR TO PROVIDE A 1 x P.T. 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 />SHOWN, THE T APCONS ARE TO BE CONTINUOUS THRU THE
<br />DOOR FRAME{.l x p.r, BUCK STRIP AND HAVE A MINIMUM
<br />OF 1 1/4' EMBEDMENT INTO THE MASONRY JAMBS,
<br />
<br />f..' {...'
<br />
<br />rt -1rr.. ~:
<br />
<br />I W 6' 6L I I I I I
<br />
<br />{/
<br />I l.16'
<br />
<br />. lrtt':~~
<br />
<br />6LIII II
<br />
<br />rrEll
<br />1
<br />2
<br />3
<br />"
<br />5
<br />G
<br />7
<br />9
<br />9
<br />10
<br />.TxPIC~' ANCHORSt SEe.. E~~/cHARr' fOR SPACING II
<br />
<br />. 3/19" TA?CONS 12
<br />13
<br />INTO 2BY WOOD BUC1<S OR WOOD STRUCTURE
<br />, I n MIN. P~N~RATlON INTO ,WOOD ' :~
<br />THRU IBY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASQ~R'( 'IG
<br />1..1/4" MIN. EMBEO IIITO MASONRY . . 17
<br />
<br />.SE~LANTSt .' I: '
<br />EACH VEl-lT CORNER Se'ALItD WITH WHITE COI.ORE.O SE".ALANT. ,,' ~a
<br />2.
<br />22
<br />
<br />- i'-- -
<br />SPACE
<br />EVENL Y
<br />- I--' -
<br />
<br />- 1--'10 -~ -
<br />
<br />SPACE
<br />_ ...oI,EVENLJ:_
<br />
<br />1- :I 6' 6'111 II I 1- 16' 6,r II I I I
<br />
<br />t~ :l'H rnr= J6; :3-11 tl< i
<br />~t&!~ 6-16:
<br />
<br />~~'L3!-
<br />~+rr ~~
<br />
<br />I ~ I I I .]6-,
<br />
<br />-
<br />
<br />I f I I 116'
<br />
<br />~ III U:l'
<br />
<br />SINGLE DOOR
<br />
<br />SINGLE DOOR W SIDELITE SINGLE DOOR \./ / SlDELlTES
<br />
<br />'.k
<br />
<br />(...'6'
<br />3~
<br />3' +T f-~
<br />I~ III U6'
<br />
<br />f-r
<br />6'L I
<br />
<br />..1 ""'.
<br />, I~ ~I
<br />~.~~
<br />':p,:-~ ~~. .~~
<br />
<br />Jl 1I ~ ~ !--.<i) ..
<br />
<br />. 'j J
<br />. ~'"
<br />~., ~~.
<br />~.
<br />.1V/
<br />
<br />, ,," 10 S.H.S.
<br />,~.. MlN, WOOD tfolatO ,
<br />. AS SHOW,. ON ELCVATIOH
<br />"'._ J' _ --', . ~~Il~~gi'i1fc~~~~V POR - V8--AN~
<br />. ..'l,.. Mll-H, . II '0 S.H-S.' GLASS .
<br />~O~~~STII ~=J1~'o'1tOC~~~:iD \ CL~M ...DHUlV7&
<br />t." \ l' EO DING COMPOUN
<br />4 . 4 <I l.lO HiP01t-lT .y E~Ef'
<br />. . ............ <!r2lCIPT'1 1\~;5" . .. ..
<br />......... J WOOO BU(l{ 12 ..
<br />. . 'lI~" 11")(. ....
<br />
<br />. ~, r' SHoH J ^ \-- <r. ..;t/~.~_ --
<br />"}f. [)., 2F, . ' ,," . "" II' 0# ~ .. ~I
<br />@@ I:~. ~ T. \.<<J '" - - -
<br />k ""-.......CL!ARAOH!SIVIl J
<br />3 ""'.ANN. atOOlNCI COMI'OW02lt lP T.)
<br />a"AS! WOOD 8UCK
<br />.,.:;tA~~ ~:' ~ ,
<br />; UiJ ",J J~ U ij'lI "1J~
<br />. If .:.; r~~ ~'l ~-=r
<br />
<br />~ . ~1 'I H2A.WDU1Y
<br />I A 1 MttnNa RAIl.
<br />
<br />.../':11 ~
<br />.@' J
<br />.3lS" Gt.AlING@O
<br />O!!PtH IBITr}
<br />, wmonu WjnT~ '
<br />
<br />3/16" ANN~ALeO GLASS
<br />FLANGE FRAME
<br />, ..-' 1l<OR2JCWOODBUOK
<br />... V-~l1fi"lot UPtON HEAW DUTY RAIL
<br />. oS . ~ (,iH" P R OK C01U.'tR S Ii;St jJNlT .'
<br />. · !. 4 I. Ill' . f,!i8fgRMANOa SUMM~B'l
<br />1 .. Re:FERENC~1 PTI...1UlJ 12.8.91
<br />,,.,, : *. : .' ~~~~~L(K ~:~f ~~~OSI S!=J~~. ~9~~5~~;
<br />I'~., ~ J/t.-HAl( DItSIGN LOADSI .63.0. -&U PSJS
<br />,; ,.. SHIH' WAUR INPfl.1'RATIO/ltlESTI 90S PSI' .
<br />--" ............ T!=SUO Gi.ASSI ,U,1~....~NNtAll!O
<br />HA:<, JAMa SCREW SPACING 15-3/4" &0 17-314"
<br />NON~IMpAOr RESISTANt
<br />:lj1IMNNEA!-EO GtlIS9.HO AM,
<br />WiNDOW COMPAM'tWe:
<br />, . ANALYSIS CHART
<br />WlNOOW DESIGN LOAD OAPAOftY. PSI'
<br />OiMEN.IOHf WOOD SCAEWS (Z;c WOOD Bua: TAfICONS (f~ WOOD SUCt<) TAPCON9 (Ilt WOOD SlJet<)
<br />~er~ ~~e~ ,~m~: Pllmlvl t,tClATlVC Q,Y. Of POSITIVI! NEGAllVe ~~:;J: PllIITlVr Nt~ATlVr
<br />'''-\1m llU u~'t 'M \U.lr 'U ZLU
<br />2"~i;i' &",3 ;1'.' . "l."". . ",.c,:i s'"j . 1'IU
<br />" . h '6 fll 'tuultlU ... I" .... . 1)1 ' . I' . .. IS' "U, '~U,hUl II,,,.",,,, ,
<br />. '7.. 6?o~ . . I\L,' '" !~L" '.M '.1,1. sp, I!U
<br />S).IIIS &),' '''' su n.o 'M ea.'
<br />".". f),'ll at.u 6U tiU 6U rtU
<br />_lIuun., . . . t ,.. 'It"" n -. It.., ,. .11.... It UIll,"..1
<br />1~.11I U#)II m ",..'M.. n!;~. ,(sl 6H .. . .!',':Y. 111 ,....t~t. 1,~.1
<br />. n 6-).a 12.... . U,l \11,,' 61.1 ,'1.\1
<br />,,1.1'. .... . . ....,.... ... ,. ...... . U . II , .
<br />n,lI. n" DM a.., 51.' 6U . au
<br />It.lIlI &).. \8.., 6J.J nu UJ. 11M
<br />,...,..~.. . " ".Wi ... "'''41 ...." . " It ~ .h. , .. ,n '"
<br />,H~~.".2 50-"1 tS! "~", Uf:'.. lSJ .. ..~,~:t.... to' ..G,!;! m ',o!'~ . ~l~'
<br />)f n:l tU 61.1 ,,,, &:u aU
<br />.. ftt n 'n'''..... . .... .. . . . u I' I....'., '....n'.
<br />&l.1I0 . U 61.0 .. - &).:1 6z.'J
<br />.\1:,~t." . l~~?~lfUI 2~~.! tI I~?'\~"'" ..~J',"~~~" . I"~'?:~' . nl.~
<br />~!~."~. s~ 161 . ~.':~... ,:. ~'.!'~" , I&f !?;'. ~u lei ....~L " .lJJ'~ .
<br />n n.J tOM U,' n..1 n" t'-C,
<br />. u. .1 . . .......... . I ......,... .... .
<br />, 52-\10 6U 13.1 52.6 ioU &U 6U
<br />f\L T. Ht;AOER ~_SlLl.. SEOTION ,,",,,. .", Uu &U, '3M 61.1 \)S.II
<br />'i.:v! .:u ,13.4 . ... 6',:i'" . ';0'0;; U.) 129.0
<br />..u... 6J '1J. d "'1' . "It"'"'' . t,J 19) .. ,"i I' I
<br />), "., IDU 6),) '1.t 63,3 n..
<br />9:r.V" 6;".M . ',;,:,." $(I.' &U 6....
<br />. "-11' U,) ItU n.J \IU 6U ISL1
<br />'2(,."i e:u nu "i,.) ". as:1 .. 'U 10M
<br />. n "'.114. m ',,:1 ai:, .. 111 U-l &Ii:! m 6S J iu"
<br />"O.n4PA~tN1H(SllaNcncA'tINo.4' 'f'..". 1~.6' . .,.. ..., ';9.s' ,,'.i.
<br />AHCMOIIS Pm J,r.KIS
<br />
<br />_L 3ft
<br />
<br />61- III II
<br />
<br />6'1111 II ,
<br />
<br />:l'H[ ~ r.
<br />
<br />DOUBLE DOOR \./ / SIDELlTES
<br />
<br />:-~,
<br />~'
<br />
<br />-3." .~,
<br />'I I
<br />I 1
<br />
<br />~
<br />
<br />(-
<br />
<br />-~,.
<br />SPACE
<br />EVENL Y
<br />-1--..
<br />
<br />I I
<br />
<br />3-1 h,
<br />.. ..
<br />
<br />,
<br />
<br />I tl I
<br />I --;;-1
<br />
<br />,.
<br />
<br />II I I ih'6'
<br />~~
<br />
<br />6if -I
<br />, l6-i
<br />
<br />-3l!.
<br />.3:~
<br />It:. I f.. I
<br />
<br />~' ~'
<br />1 I
<br />.1 I
<br />
<br />ff
<br />I .:[6'
<br />
<br />(:.
<br />
<br />--10-
<br />
<br />SPACE
<br />EVENL Y
<br />--Ieo
<br />
<br />I ~ I
<br />M' 1
<br />T
<br />
<br />I - 16'
<br />~~
<br />
<br />DOUBLE DOOR
<br />
<br />& CREATED 11/11/02
<br />
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />r
<br />
<br />'"
<br />
<br />D E D\AN6C:::O
<br />
<br />. ENGINEERING, P A.
<br />P.o. eo>< 3~ .. APOLLO eEAC1-4 .. FLORIDA .. 33&12
<br />~ .. (813) 64& (2')166 FAX .. (813) 64& ca6ca&
<br />cIS 45~ @THESE ORA'MNGS AND DESlGNS ARE l11E JOiNT PROPERiY Of DANSCO ENGINEERING. P,A. ANa THE
<br />aJENT ON THIS PRMCT. ANY REPRODUCTION OR L1NALlTHORlZEO USE IS PROHlmrro. - 2003
<br />
<br />LENNA~ I-fOMee
<br />
<br />8CALENOTEO
<br />DATE \1/02
<br />DOO~ .. WINDOW INSTALl-ATION5
<br />
<br />TAMPA OlVl61ON
<br />
<br />\..
<br />
<br />DE JOB NO. FM .. &021
<br />
<br />AOHESlVt .
<br />~EOOINCJ COMPOIJNO
<br />
<br />; 1\
<br />'~=1Ufl
<br />/'l~ ~
<br />',,--'1
<br />
<br />-
<br />
<br />P~UN 6.V.
<br />
<br />6DW2..L. ~
<br />
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