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<br />6, 50.0 67.0
<br />6 50.1> 54.2
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<br />WIDTH
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<br />60"
<br />72"
<br />
<br />24'f
<br />36lt
<br />48"
<br />60"
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<br />24"
<br />36"
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<br />37"
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<br />_3/\t.".ANN.
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<br />_ GL'" ~i tip ~'
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<br />""'='\- @ ~
<br />
<br />II 10 S.H.S .
<br />1W' MIN, WOOD EHSIi!)
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<br />3/1611 ANNEALED GLASS
<br />FIN FRAME
<br />2x WOOD BUCK
<br />HEAVY DUlY RAIL
<br />TEST UNIT
<br />PERFORMANCe SUMMARY
<br />
<br />. '-it 10 $.H.5.
<br />,~" HIN, WOOD EMBEO
<br />SEE SCHEOUU 81!l.OW
<br />FOR ANeHOIt SPAClIla
<br />ITYP.I
<br />
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<br />
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<br />AEFERENCIE: IITL..1B9' 12."-97
<br />TUT SIZEI'~. 51...1Ia" x 75-111"
<br />TeST LOADS~ ~94.S, -94,S PSF
<br />OS$IGN LOAOS1 .63,0. .6).0 PSI"
<br />WATER INFILTRATION iIlSTI 9.5 PSI'
<br />TESTED C5LASSI ~/l6".ANN~~l.m
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<br />A . (lIl WgPOlt1T \~ EHBED,
<br />.~< IT'(P.1
<br />r 2M IP T.J 112S" .
<br />, ' WOOO SUCK .. .
<br />. ~ ...1IL;J1J~'.l. ^,J \" Ii' 11::.'...._-..;
<br />11"'. ~ ~ ' V
<br />o [)..,r-r-\ 0 "'\'. "I' 17 _~
<br />@@ I:~' ~ I. ~ v
<br />
<br />~ "'- -CL!tAR AOHllS1VIl <J
<br />at:OOING COMl'QWC1a Jr IP T.)
<br />WOOD BUCK
<br />
<br />to..-.- .
<br />
<br />UJ
<br />A'~l
<br />HEAVY OUTY
<br />HE!TING RA.11.
<br />
<br />, .\
<br />,~ .
<br />i
<br />
<br />!~201
<br />. ,II [@
<br />" ,a 2~'
<br />
<br />. ./11\ .
<br />
<br />
<br />@ ~ 3 ~2.291'LI.
<br />o HF:ICHT
<br />. , --f;U4" HAl(.
<br />SHIH
<br />.....- .
<br />
<br />'~o ~c><
<br />
<br />...
<br />
<br />
<br />~~~: ..
<br />
<br />18 5 2
<br />. ,Ill'l
<br />
<br />TVPICM' ANCHORS~ SE&" Ete1./CHART' f'OR SPACING
<br />. ~/16" TAPCONS
<br />WTa 2BY waOD BUCHS OR WOOD STRUCTURE
<br />. ,n MIN. PENETRAT{ON INTO ,WOOD
<br />THRU lBY WOOO BUCKS INTO MASONRY OR DIRECTlY INTO MASO~RV
<br />1-1/4" MtN. EMBEO INTO MA~NR'( . .
<br />
<br />~I.MtANTS: .'
<br />tACH VENT CORNER StALED WITH WHlTe: COL.ORE.O Se:AtANf,
<br />
<br />,...
<br />
<br />.m ·
<br />C1n
<br />
<br />r
<br />
<br />. /lI 10 S.H,S, .
<br />'11." MIN, \'1000 tMatO
<br />@ !i.1I2" FROH CQRNEAS
<br />. r. (ia MIDPOINT
<br />1
<br />
<br />K.~~
<br />~~
<br />
<br />II 10 !I.M.S.
<br />la" HI~. WOOD !'MBllD
<br />@ 5.1I~" FROI1 CQRNtl\S
<br />& @ HIDPOINT
<br />
<br />lz ~ IP.T.l .
<br />WOOD SUCK
<br />
<br />t.r.'tll"
<br />
<br />LlC(~.T.,
<br />WOOD eUCK
<br />
<br />HEADER & SILL SEOTION ,
<br />I>.. ,---<L L''''_
<br />
<br />ALT. SILl. SECTION
<br />-- .. ....----..
<br />
<br />NOT~SI
<br />, 'THIS.WINDQW SYSTEM IS OU1GNEO ANO Trsno TO COHilL Y WrTH THE
<br />RtQUIREMENTS 01' THIl \9;4 DM! (OUN1'V eOlTlON 01' Till SOUTH
<br />FLORIDA 8UI~OINa COOE 19.J1.B,C,1 CHAPTER 4. CHAPTER 2), CfMPTIiA U,
<br />UNoeR THlt SPIlClI'lC C:ONOITION~ SHOWN ON THIS ORMo/lNG.
<br />l. Z lC WOOO QUCJ<S SHALL aIIN9TALL.liO rNOf'lJV l.AWSON INlI.. AND ANCHOREU
<br />SO THAT THB GlJlI.OIt~(J IUSIS11 THl S\Jfl2RIHPOstQ lOADS In ACtORDMICE
<br />WITH AIQUIREHENTS OP ,nt. S.P.O.C, .
<br />J ANCH~ OdCRIOEO IN TH1S LA YOUl' ARE AS PER TESl' UNIT. 01'HEfl
<br />, CONOITIOIllS TO BE ENOlNGBREO Se:PARATe:l.V.
<br />I. ANCHDR CONtllTIONS NOT OEStRJBI!O II. THIS DRAWING ARE 10 BE !NQINUAEO
<br />ON A SITlE SPlEClFtC aASIS.
<br />A..b." l
<br />
<br />---...... . . j ....-;,__ I" III
<br />'.
<br />
<br />4
<br />
<br />I
<br />, i
<br />
<br />31\6".ANN.
<br />atoAS!
<br />~l:;JMf~a :',
<br />I /IIJ' f
<br />
<br />t.G'iJIl;;;~r -u~
<br />, ~r- J~ i1~ IO~
<br />@ " 21 l: ~VYDU1Y
<br />I A I MsmN(J RAIl.
<br />r! r n.
<br />I' ~Iill.
<br />'j~ ~f:!r=
<br />t18 ~:vr~
<br />I .
<br />I 2299"
<br />.@O' lr;1 "'~ SILl.
<br />. ~ ' m Hl!IQHT
<br />.6+" ~ ~ ". .
<br />
<br />. .
<br />
<br />~y~
<br />20 I
<br />
<br />.@ :: '0 "
<br />@
<br />~
<br />
<br />t.I8&"
<br />
<br />''''--
<br />
<br />~fJ
<br />· e
<br />~ :, .
<br />. .
<br />. *.
<br />
<br />I -~l1fi" It TAPCON
<br />1/ @4" fROM CORNERS
<br />
<br />4 '. 0\'
<br />
<br />4
<br />
<br />.
<br />.. oS
<br />
<br />8
<br />
<br />.
<br />
<br />-
<br />
<br />.4. d'* .
<br />
<br />J:I .'.
<br />, . I-ln.., 4
<br />I. ..' . EMBED.
<br />.. .. ~ .
<br />
<br />4
<br />. ~
<br />1';710" HIN.
<br />. tOi~~,t~~'t'
<br />JII6"ct'tAPCONS
<br />~ ,.. PROM CQ~tU!:lS .
<br />
<br />2
<br />r- 'fl." HAl<.
<br />,....l. Sl-i111
<br />'" '-- ~at.r.
<br />
<br />><~
<br />
<br />II lB 1H,S.
<br />1$',. HtW. wooo tHB!O
<br />(lIlto- fROM CQ~jojER!I
<br />Z IC IP, r,l_ , ,I
<br />wooo eUCK--'
<br />
<br />HeAD~~ & SILL SEOTION
<br />
<br />1.8'$"
<br />
<br />t'lOTi:SJ
<br />I. 'tHIS WINOOW SYSTeM IS O!SIQNED ANO n:m:o TO COHPI.V WltH THE
<br />MOUIRtHtNTSOF 'rHlE In4 DADE COUNTY ,EDITION 01' tHE SOUTH.
<br />PLO~laA 81JILOINO caOI! 15.f.e,e,J CHAP'l'ER ". CHAPTeR U. CHAPTUl35,
<br />UNDER TH! !;lltCiP1C CONOllIONS 'SHOWN ON Tl'IlS ORAWlItO.
<br />~. 1M OR lie WOOl) BUCKS SHALl. eCINS1'At.LED (Nor ay t.AWSQ~ INo.1 AND
<br />ANtHORED SO THAT THe BUilDiNG RESISTS THI SVP!A!MPOSEO LOADS Itf
<br />ACC~O^Ncr WITH REQUIREMENTS OP Wn S.fI.9.C.
<br />3. AN(HOA OESeRIDf'!) IN YHIS LAVOUT ARl! AS I'ER fEST UNlf,OTHf.:R
<br />CONOITIOI~S TO sa ENOINEERED SEPARATE/. V,
<br />~, ANCltD!\ CONOIT)ONS NO'!' OUC~ie(O IN THIS ORAW1NQ ARC TO DE ENGINEE:RED
<br />. o tot A SIT! SPECIFIC (MSIS. .
<br />
<br />NON:!J'i1PAOT RESISTANT'
<br />
<br />3J16".ANNeAUD ~~S8.HO flAIL
<br />
<br />WiNO OW OOMPARATIve ,
<br />ANALV81S OHART
<br />
<br />W!/':O(JW OeSI<3N LOAD
<br />(](MeNpIONs 'OAl'ACIlY. PSF
<br />~.~TH t1tlll~! POSITIVI tI(<IA TlVE
<br />,..CI'lll 6Hlknl
<br />IM/lI 63.1 SaU
<br />1...........,.1 ,. I......... .. . I
<br />2&.111 U 6:1.3 nu
<br />3; u. III . 6;11 .Uti~it~... ..
<br />'s;;:,j;. . 6)13 he:.
<br />It-lIl OJ,) '1M
<br />u.lii' 'Mil ., ','J,! 'm:'" '
<br />HII3'.". 'st ....'6lj:i'. is':, . .
<br />"st:.,;tt . ,.., q \H,~'. .
<br />"4flf .' U~ )1'"
<br />2':'''2' &0-5/4 .. I 6;:iM~. "'ioif"
<br />....tii.H tst '. A':; , .. '.1'''0' .'
<br />. .,. .........H.,.,.. 'f4 C~41'j'"
<br />u~v. 6).) 6U
<br />It.1IS OJ,) 203.4
<br />2S:V; " I. ,j:J.f.... . 'UI:'
<br />":11 ' (51 . ,'u .. Wi.I
<br />. fltlH UUtIHtII' , , .. ...
<br />n.lI. ".J , '7&.S
<br />It.1I. 6U 1:~'"
<br />";a:ii'i ,,"",'J,j iu.1'
<br />. " f ". .. '6",,1 d ,t .fH';i~:;
<br />IIn..... .
<br />n.". 611 11.2
<br />".VII 61.1 IOU
<br />2,t~.ti; 14...1/4 . ,jJ .. ,.. 1"';>>.1' .
<br />;, m" ;j.i n.s
<br />.,:1:"8 ,;:,n"1 6t'
<br />tltr,IU PAlltNrnUaS 1lI1l}t"ATtS Ilo. all
<br />"'litHORI Ptll I....'"
<br />
<br />WINOOW
<br />WIOTH .
<br />
<br />. N.T,t.
<br />204~1\t."ITYP.1
<br />
<br />
<br />_' TVP.I _ T '(Po
<br />I-
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<br />l:L4"'/2~
<br />Irypl.
<br />...:.- 6~fl2" HA~.
<br />IHP.' "
<br />
<br />:.--
<br />
<br />..'
<br />
<br />ELEVATION
<br />fIN fRAMe
<br />SINGle HUNG WINOOW
<br />
<br />_.
<br />
<br />. '
<br />
<br />1]( IP.T.' WOOD BUCK APPRovro~saOMPL't'iNG\\UH~~ - .
<br />HO\' o't LAWSON lND SOUT!tf.LOnJOASUILOfNGCOD.If
<br />HUST sustMIl [HPQS(COATe"nV~Mhu' -,1'~ 1""'0\
<br />LOA!)S BY. ~ ~
<br />, ~cO"~
<br />· IlUlWllIO COOl! COMPUAN~~ ma
<br />- ACCE?TAH08No. Qt~ 116'.1 ~ '-,:
<br />'. ~ H
<br />t13/1il" ~ T^PCO~
<br />A ISEt! SCHEDUle:'
<br />r . BELOW FQR NUHaEA
<br />01' At/CHORal
<br />.
<br />
<br />WrNOOW
<br />W10TI1
<br />
<br />fl4" SHIM
<br />MA
<br />
<br />H.T,~.
<br />
<br />I :4~/1&~, I
<br />i0 i
<br />~
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<br />:r~'It...
<br />tTYP.l
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<br />,..' HAX.-r-
<br />11''1'1',1 i
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<br />~1lI
<br />r~
<br />"'w
<br />~2
<br />-i'ij
<br />
<br />U - c ~T'YP.)
<br />/aN MAX.
<br />(tVI'.1
<br />
<br />oJ
<br />
<br />\ ~
<br />
<br />.
<br />
<br />~k"~'
<br />
<br />EMlno.
<br />..
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<br />/ '
<br />////
<br />///
<br />~ / .,
<br />
<br />b~ ..
<br />'Ill
<br />
<br />.
<br />0/1
<br />
<br />-..I
<br />
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<br />
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<br />
<br />~
<br />
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<br />
<br />I .J
<br />
<br />EleJATION
<br />FLANGE fRAMe
<br />SINGle HUNG WINDOW
<br />
<br />I'
<br />
<br />7030 NflW. 37lh CT.
<br />m. "AilATS O' N MiAMI. (LOAm 33141
<br />,; . Y y (!OS) G96~a&SO
<br />,I; fiOOSTRiES,tHC
<br />UAMJrACTURER5 or WINDOWS , noons
<br />
<br />:"'
<br />
<br />ft
<br />61- I
<br />
<br />6'T -I
<br />~}
<br />
<br />THERMA-TRU INSTALLATION
<br />
<br />KEY DIFFERENCES CHECK LIST
<br />
<br />RouQh openings C\re 114' sMC\ller on eC\ch stde C\nd 114' sMC\ller on -the
<br />heC\~er thC\n stC\ndC\rd TherMo.- Tru rough opening diMensions,
<br />Use only C\ Mo.xlMuM of 114' thick shiMS.
<br />Predrill the JC\Mbs C\nd heC\ders using 118' drill bit. PredrilUng
<br />increC\ses structuro.l perforMC\nce.
<br />Use only 2-112' wood screws (#8 C\nd #10) when securing the pre
<br />hung fro.Me to the rough opening buck. Dry,wo.ll screws, deck screws,
<br />o.nd no.lls o.re Insufficient o.nchors, o.nd should not be substituted for
<br />wood screws.
<br />Be certo.ln of the nUMber C\nd plC\ceMent of C\ll screws securing the fro.r'ie
<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 FRAMEr. 1 x P.T. BUCK STRIP AND HAVE A MINIMUM
<br />OF 1 1/4' EMBEDMENT INTO THE MASONRY JAMBS.
<br />
<br />{..'.h'
<br />
<br />rt ~rr L~:
<br />
<br />I ..16'6L III II
<br />
<br />P' . If Jt'~
<br />
<br />I :..16' 6L I I I I I
<br />
<br />6.S'
<br />X
<br />~.-~ I~ '
<br />I ~ I I I LID'
<br />
<br />- - -
<br />
<br />SPACE
<br />EVENL Y
<br />- - -
<br />
<br />-~ ..,..-
<br />
<br />SPACE
<br />_ ~ EVENL1_
<br />
<br />-\
<br />
<br />-I
<br />
<br />1- J 6' 6'111 I I I
<br />~J ~ 1'~1
<br />6'
<br />
<br />1- 16' 6,r II J I I
<br />J6: 3'J
<br />
<br />SINGLE DOOR
<br />
<br />II I I 1-r6'
<br />
<br />~~I U~
<br />~J~.
<br />SINGLE DOOR W SIDELITE SINGLE DOOR \// SIDELITES
<br />
<br />~~~
<br />~~
<br />'(..' ~h
<br />
<br />~~~
<br />l'
<br />
<br />;.~,
<br />
<br />6-' 1:'
<br />3./t~t .. fO-1'
<br />I " .. l'
<br />6'!- JI I II ~
<br />
<br />6't: II I I I \
<br />
<br />~Lr~k~ 11 !1' ·
<br />
<br />DOUBLE DOOR I.J / SIDELITES
<br />
<br />! .
<br />
<br />1'1
<br />'1
<br />I
<br />
<br />~t-3-':
<br />
<br />~
<br />6'L I
<br />
<br />fr
<br />I .=L6'
<br />
<br />~' l'
<br />1 I
<br />.1 I
<br />
<br />~-
<br />
<br />:...
<br />
<br />~
<br />
<br />12 ,~?)
<br />
<br />= - -~
<br />........ II liD ~
<br />~~
<br />l::l-~- lY
<br />13
<br />-.11S" Clt.AtING@O
<br />DItPtH IBITr} .
<br />,WIN TU
<br />
<br />PLAN view
<br />
<br />3/16" ANNeALeD GLASS
<br />~~~RG!J~~6 BUOK
<br />HJ:AW DUTY RAIl..
<br />TEsr UNrr
<br />peRFORMANOI:i aUMMABX
<br />.. Re:FER(NCfrl PTL..,89rJ 11-a.n
<br />· ........., l( IP,T.' TEST SIUI 53-1/B")( 14-114"
<br />~ . /. WOOD BtltK TEST LOADS. ..9~.', ..94.5 Pst:
<br />..--"'" 1It.- MAX OIiSION LOADS1 .63.0, .&3,0 PSIS
<br />r' SHIH' WATt:R INPIURA'J'IOJlt lEST. 90S PSI' ,
<br />I nSTEO Gt.^SSI iUW'.~NNtAL!D
<br />HA:<. JAMB SCREW SPACING '5-3/4" l!t \7-314"
<br />NON~IMpAOr. RESIS!ANl;
<br />
<br />3I1lf.,6,NNEAl.EO Gt.ASg.HO RNt.
<br />WINDOW COMPAlWnVE
<br />. ANALYSIS CHARi
<br />
<br />WlNOOW DESIGN LOAD OAPACnv. PS~
<br />OiMliNstQN' WOOO 8Cl\EWS ('l.c MOD 1:l\Jel\1 ToYeONS (fM waoo auelO TAPCONS (tlt WOOD Buet<)
<br />~f.Or!! tltta~ ~!r!.~! pOSitIVI 1t1ClATIVC QTY. QP POSITIVI! fiEllAT1vl Qn'!.'?! PllSl1wr flto...mt
<br />...,..., tf<(M'" ",C'HW'" S.AEI>" .
<br />'''.1/m 6).:1 ;n~,1' 1M lH.olr n.... a'o.&
<br />.""t$...... . ., .. ,...",..... -11 ..... ,. . , .
<br />2..,11 /11 6).1 ,St.) 1>1 n.1 10'.. IS) eu "),1
<br />: ,',:: 26 fW"i'~~ .. 1 ~', ';r".; ..: !~~h" . "" ~f,j: ....I&'~!ttUl ': t;'i,&j; .
<br />$)-\10 63.2 1U SU 11:.0 .101 01.1
<br />,'~~,1{.' f 6!1~ t. 'd~~~~!'" . 6)J , l!"!'~ .. 6J'~III.' Ii .~~"!~
<br />2~.1I. ,,-m m N..f~:! '. 11M. ,151 6!.~ .. . .!I,':1. 11' ..".t~t. 14~,'t
<br />'" n.a "... . 'u nq au 111.0
<br />uu,. ... .,. If H'" . . u .. ...... . u . . 1 ,
<br />n"l/' n,~ 0", 6U S'" eU 1202
<br />1!~~~!1!" ~1~1..... N' ~')~~..... .,!~ 1IJ.6 ~.:tl! .... .'. ~?Jt!.
<br />.!~~.".2 510111 tSl "~ N . \Ie:',. ISI ....~.,:~~......, "~!:2 01 ',H . ~z~ 9
<br />)1 n:l'U U:lI ,J,t n.... 8'I.t.
<br />.. H. n 'U'''''' I II '.U' . . . . . .. .. I "". .. ...."It,
<br />SI.1I8 UoS ,1.0 ... &).1 n.J
<br />,"~.l!,O . ,~,?~..,.. 2~~.~" .~~:~..... ~HJ~,~~.. , ,..~.!:~. ., 1U,~
<br />~~:.'/~, s& (61 I ~.':~ .... .:. !',!I?a" . fij ,~~). ~4.' (ei "'.~!HI ..I .'J.!I~ .
<br />u n.1 10M n.J SU 5'.' tM
<br />. I" " . . ..u....~. " It .."".... It .... 1
<br />IL' EO 510lfG 6U'U 5U ioU &U u.c.
<br />t'L T. HE.AOER ?t_S L. S TIO~ ,,",If, 6U 2'2.1 .J,). I1U 1l:t.1 1)8.lI
<br />'i.:vl n,J ISJ,.&. . ... ~;;:i'" . . ,'~i 81.3 129.0
<br />...U.I' 6J 111... '''''. . ""UlU" ,ell tt' ,. I.... U l
<br />)7 6U 101.' IU 1'.9 6U tU
<br />!:J.;,e' 6;" 61.1 . ',;,:," 'su &).3 U,4
<br />. . "_tie. e:u 1111.3 n.J m.o 6U aSL'I
<br />U.,,, 1:1.3 no.! 1'1 'f"" ,. os:, .. I" It.) '09,5
<br />" 1&'.."1.. '11 ".u .. . ..
<br />n ." . eM 'U ":0 61:1 1U
<br />flO.mPA~tli1tltsISINlllC"'HSN~O" u.,,; 19.6 . 59.6 "-. 'i9.s' i"i.
<br />"'flCI1Cl~S "eft J"KlS
<br />
<br />.~,
<br />~~ ----
<br />,'U!9"
<br />L- 5: ",6"~
<br />
<br />0rsf :~ -m.. '...."VI
<br />
<br />at01>INO (OMPQUNO
<br />
<br />-'SPACE
<br />EVENLY
<br />-~
<br />
<br />- -'..
<br />
<br />SPACE
<br />EVENL Y
<br />-I----
<br />
<br />,
<br />
<br />I tt I I 1f.,
<br />I 11 h' 1
<br />
<br />.. I
<br />
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<br />~~
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<br />l-h6'
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<br />
<br />.3l!
<br />~f-
<br />!f..' 1:.. j
<br />
<br />DOUBLE DOOR
<br />
<br />& CREATED 11/11/02
<br />120 MPH
<br />3 SEe, GUST
<br />
<br />,
<br />
<br />D E DAN6CO
<br />
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