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<br />'PRflCiUCT SPECIFIC CONpI7IONS7'
<br />1 DEMCtIIPTION 00.. FAUCIUCT
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<br />Lt l FLANGE FRAME ALUMINUM S14416£ kViiO WNIOOW
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<br />TISTT S11t.I �Vi' 111, fit. S1aVCA t)
<br />!) Nt },.}t'J PSF Us wn. DUCX I
<br />TEST LOADS a
<br />L12 FRf FRAMC ALUMINUM POILC IAING WINDOW
<br />17 1ltl ns, NATroHY
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<br />OIEtOk t0A0S • .i10..41A psi
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<br />301191t SH-704 IFLANOC OR Fill FAAMCf
<br />tlAtiCtST TE6TCD UtITSI
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<br />Tt67t0 GLASS •she* •x a n
<br />MA% tAHO StaiW $PAC".13.3/4`111.3JL`
<br />a /� •
<br />TCSTSO ULAttis • 102ig Alta
<br />MA%, JAND SCRCW SPAIN*-1}•314" 3, 11MV4'
<br />1.7 nVFAA[t Rasa,
<br />131 nANOCt S3 [n" vtd• a 7L t/i-Nqh • 1 TIa^deep
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<br />1a12 fJtht St3lE-videa7Stl2'Ngbatl7E`dttp
<br />LL CONFIGURAMN$ WX
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<br />TtfTaltt•f3jYstt3J4'.tiANOCtS0VtA1}
<br />rITLOADS ••67A.4XSPIP ill OA2•WO.GUCX1
<br />Ot6lOH LOaOI a .6]A. -t5.0 PIP
<br />astV4
<br />7LSYE13C-SL111, a6t•./IN26WO'a
<br />T[4T LOAD$ • •tti."bfAP1R 1 is MO.OYtKd
<br />Otj{EN 4DA05+•kIJ,.4L1p
<br />e F00 t"TSrLAROCST TESTED UNIT51
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<br />TtSTCO GLASS • a9s•ANNtaLTD
<br />L5.1 ►tA114l: ; 0 7/6" vNde It 31116- Nqb
<br />NAx. IA" StittW SOPt PAa - is 11t• t 11-31,
<br />NAx. JAMS 3tAttl SPAO#G • 11• t ttY1t#•
<br />u.2 fua S421e«Wide x362/4'%gh
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<br />(I{}3;p!{Ayla10.r0)4iit,To►T3
<br />2 �NAif=RtALGHARAMl5TIC6:
<br />2./ PRAM£ AHD V£NTMATtR}AtrALUMttUl4 ALtDY 6663•TS It firlut 3¢ect(it csttdskit trpeL
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<br />ELEVATION
<br />sAs amen-TDss
<br />Trill Sltc 4 %3 it6's i rLAAitf IIOVCR U
<br />T ETt,yAD>il+f2,0.«i pSPtlrORlMW0.97JGtf
<br />� 6Ht40A ••LLD • PSF
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<br />2.t t GLAINC HATEATALI 3116• A1131[ALCO GLASS itAO, Na.100,14l1! S 11121 FIAHaEFi1AMffie.HIt4rN00W
<br />YCSTCDOLASS • • .
<br />OS4 A"rICALED CLASS iLAM eta. t493.1894, t 15911
<br />M4x. tAtEO StAtw SPAt6t6 • t3' L It`
<br />atG:0AA1TIt10 rO7.tf1.5 aF
<br />7.2.2 CLASSIC METHOO+ EXTERIOR GlA2[a Usltm A CLEAR COtDAEO AaHCS1vi
<br />-SaHo"C" atavoia toNPot"1D tat t00il AND ALUMINUM AGLLCD OtAzw6 OCAO.
<br />TtST St3t • it• x fi 1Jt• • FLANot11 OVER 11
<br />Tf5TLOADS a•TT .TLOPSFj1*an2AWo•aiiCK.t
<br />23.I DAYLIGHr0PCN1lia613rt ILARCIdTT161[DUNITS!
<br />LO )if.- high ttLANGC OR fill FRAHEI
<br />USiaN LOADS . •=
<br />Frxto ttOritr 71V wtdt 1113
<br />OPCRADt.t VCNY, t, 7/E` w►de a 33 ar4" ht¢h IPLANaC OR FIN IRAMCI
<br />MAX. JAMe3AJtW aPAttNa• 17.11Y L tf•1rt'
<br />DMNaiO+PONAILEaF►}
<br />1JO3iS1
<br />2.1 FRAME ALL ALUMRAIM SCC71011S 1R061• trp. WNi' BUTT Ia111T. FRAMC CORULAS
<br />Olrg
<br />L xe.i-tit6StIMSORAWINSS 4I1NLC WIT" LAWSON alp -
<br />ARE StCURCO MTN TWO a9 v Vt' SHEET METAL SCREWS.
<br />Alm 6. ASI061ATe INC.
<br />owtMTiCarfuls
<br />fate, r OA41.141, (ate, a L61s• deta Iowa. aL-75011
<br />2, ALL W PCAFOAHtO AT PCA[6txattON TCST$V0
<br />LL
<br />3,2.E ►LAN6t k2AD, SOLID 6b6]-TS a l49' tat,
<br />4,2t9• tat• fate, a GA$7• IAt. fact 11 t5T6-deep IOWA.OL-7511!
<br />01AT1N0Sfa5
<br />LAO0RAT0RYtfTtiHMtEAtLF4
<br />1#1KAM $oil* 6063•TS
<br />41
<br />7.1,2 nkmk• JAMDSt Saito . 6043•7S L050" ert. late, It 1.t35" tn/. fate s T.a7S` date, 1OWa RL-TS II
<br />,A15-d tOw46i•78T11
<br />FIN IAMOs, Sato 40L3•16 L117" eat. {ate. a t431 ant. fates to,
<br />2,23 TtANGC $tit$ Soto 6063•T6 O aDi" caf. f ite• x 2.t]f`1At. tare a 167V ottp IOWG, pL.73031
<br />•POI U LU SOLM 9463-Ts 4a07- Mitt. face. it 2.291" ant. face v ISIS' dttp Iowa.01,42301
<br />2.1.E "Scioto RAIL STOAHOttow 60a3-Y6 I.OL- ant. face. t LStt- Ina, lac• x 0,164, deep Iowa. aL•T3031
<br />23A MCETaIa RAIL HOa HOLLOW 606$•Tt to1v ixt, fate. i I.S9411a►, fat* a 0100• deep town, 41 75¢#1
<br />2.L VauY [aNi ,�•„tAltrTntNa ALL ALUMM M SECTIONS t0.06t' tfP, wdo. DUTY JOINT. TOP ARC BOTTOM
<br />VTNr CORNtRs ARE SECURED WITH TWO as x 3141 SHEET METAL SCREWS.
<br />C•dldllen 7•ae, Alva Afia•. I
<br />2.4.1 klif RAIL STD, HOLLOW 6063.10 WOO" rat. 40:4.+tt I tot, fact x 0,1ti" dtep (Dwa nt-1a051
<br />tQPRAtt.110A "Billow 6061•16 100a"tat•btd,:LR3t'1nt.liaeab7i0"datllOwaaL-74091
<br />L4t3 8DTI0M ft#A1 HOLLOW 6062.16 L000" tat. fate. x t5¢0-iAt. fact x ciat0•' atop town, v1L.75061
<br />2A.1 JAMB RAIL, Salto 6063.16 a327" sat. act. a L040" Iht, late a 6.116" Cato Iowa AL•TS011
<br />IS Y.t VITLttI810-VEM
<br />OUI /* +rti eye latlYP. L9tAlLgR•
<br />2.5.1 5kfia Rav 0.100' vide a 1376` 1,fsh Voin am* Al VCIII say oM RAIL
<br />71.2 S1atts Rau 0.101• vide 9 AS4• NIh Pitt Wit" 1111TARAL PLASTIC rat At FRAME SILL
<br />2,5.3 Staglf Raw MIDI* wide 0,110' Nob PILE Wit"inTC401. PLASTIC Pitt AT EACH VENT IAhO R4A
<br />2.5A siA¢it Raw O.ttlt• wlae t 3f0" hI¢h PLC WITH INTiORAL PLASTIC FIN At PRtEO MttIM RAIL
<br />2.b
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<br />"OulknoftYJ .bn+t.inllnn.
<br />'t.6,1 • • Two SPA"RC i PULLEY DALANCE - JW CGMP- I AT EACH PRAHC JAHa
<br />TWO SPA3HO LDADtO AtUMUWN Jt00K-L0tle I At BA. EN0 Op aDTIOMRAU. . ,
<br />0NC Spina LOADCO ALUNtnUA MOCK LOCI) 1 AT tCNTLTt OF BOTTOM RAIL
<br />216.3 FOUR MASTIC VENT ULTERIOR FACE MCC - tit)f P40113 7 PVT VtNT JAMB RAIL
<br />IAA Iwo STEEL TAKC-GUY sALA1ICC CLIP - JW Camp• , AT CAC" FRAMC IAMB
<br />1.65 IW0 'OALANtE 11009 1, CAM - Mt" Pa1141 I AT CAC" ENo OF VENT tap RAIL
<br />I.6A Two PYC `U• SHAPE VC"r STOP + "w+60Ra" %nn1t Co. 1 AT TOP DP EAtNFRAHC JARS
<br />3.7 Flttpxatt5, -
<br />1.T.1 to wo f• WitP NOTCH O"C AT CAC" INxD OP SILL SCAttN RETAINER AT
<br />2.1.E TWO t'atieWtapitott t1RCAt1CAtATtSILL FlAtIat.71J2 CA.fRDMCAEND
<br />I.¢ ltUt ljit51 NONE USEO AT TEST' • •-IONLY FALSE, DECORATIVE MU1111111% ARC ALLOWED)
<br />rxiensioLLw 16..'. l...riltanR. I
<br />3JL1 t9TtAtOAMUHTIN,,HOLLOW 114113-tts 0610'vide"1.125'RIgDt.OtS`11p.-all Iowa. OL-15111
<br />304 INTCARIR HU11fuh SOLID t063-TS T 13S• Itlgh a .412't1p wail ;OwO NL+T}tat
<br />?A 80141011CtMGiTt i1ONC
<br />2.10 PADS, , , "ant '
<br />4.13 St4LATITSt• FRAME COR1fERS.FAAHES i,IHSrAL&ATIDNSCRCWSAli*FIXEDMCCtloo
<br />RAIL AT tH02 WEAL SCALED Wit" COLORED SEALANT, "PURYM SUPCA TEAL"
<br />S 1 ttc7tPICATroN tA0[L $N fAAMC "LAD.'•
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<br />DESCRIPTION tuavits
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<br />21
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<br />L 7326
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<br />32 •
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<br />2.1E ADO$TIDNALDtSCAtPTiON• MWSOt;t"OUSTRIr 0 ..
<br />1P.T.1 WOOD OUCH WMlffal"
<br />Ift0 S,M S. - HOT DY LAWSON END,
<br />t" INN, WOOD £HEED MUST SUSTAIN IMPOSED '
<br />LOADS
<br />AS SHOWNDNELEVATION 3"Sit"
<br />,SEC SHE CDULE BELOW FOR 1/6•-ANN, . A _ i' MA iTYP.1
<br />• t" t NUMBER OF ANCHOROI MASS ITYR :i
<br />• Ty,p is %. Mot. .
<br />TYP. iY," ESN. wa0p EMBED ' . CLCAR'AD1lCSIV[ t/t" SNtM
<br />I {0 J:" FROM CORNERS EDGING CoMPDun MA •
<br />. a' . .-,p . Y pHf0E0lHT tTYAa `' • �� ��
<br />2x IP.T.1 3/16- 0 TAPCCRI 40
<br />WOOl) BUCX f2 3 ? lux 54;.H$um a. BELOW
<br />tat- MAX. + raR NUHQtfl CHORS)
<br />OF AN
<br />D
<br />oil
<br />$IESM//
<br />.Tti - �,�, .607 I.675' --. iD � ♦ •i'- t � �/ `
<br />A 1 • li C I-
<br />•. .e S. t
<br />• CLEAR ADHESIVE 1 x {P T,1 ,
<br />3t16•-AIIN. B£ODa1G COMPOUND w00o BUCK Iaea- 3Ti" ny ArnlG D
<br />1lf:2
<br />GLASS t7CPTH1alvel
<br />.3)$-01,AXING " w w or-%f a
<br />PPLAN VIEW
<br />�OFGLASS
<br />! TAPCON Ca
<br />d • Ydi 3/16,116 'LX UR 2x W000 DtJC;K D~
<br />• • � • a � t" FRnM CORNERS STANDARD t"tA1L
<br />I. L09L yt • A• TEST UNIT
<br />Lt3 " c, • p& FtllliMA 9LIME+IARY
<br />•
<br />1 x O(P iP.Y:i FTL-sa9z a-B 9T
<br />B .' • . BUCK REFERpNCEt
<br />d TEST 51ZEI 53-iJ8" X 7L-7J4" iTYP.1
<br />21 I STANDARD IliS'HHWAX. TEST LCAOSI «fs/1.5, N671S PSF
<br />EI.I~VAiION 6" MAX.
<br />DESIGN LOADS$ �I�;,9.4Ntr�O PSF FLANGEFRAME ,TYP.) j
<br />i MCCTINO RAH. TESTSO CLASSI � SINGLE HUNG WINDOW
<br />T`9' MAX. JAMS
<br />SCREW SPACING$ 15-114" a 17.3/i"
<br />.. ww1"MwI,M
<br />-CLEAR AOHESW C
<br />n .001NG COMPOUND
<br />V tiILlaMrat•.�,...,,,t�,�,.� ,t
<br />1 2 PRDOUCTCQttf OLDNWISIDNN ie 28
<br />¢.eat" • • atHLa3iGCifOECat1?UIiTDLEG%YrY-,E
<br />+ ACI;EPIANC6h'O. 1'1Q I -r-R- -
<br />' ice%
<br />t
<br />•.a • 2 , + •. 7PCONSSMAX.
<br />4' FROM
<br />• a � d Lut•CORNERS
<br />4 '
<br />EMD
<br />. I.7/0to.
<br />" HfH, . �
<br />rDT4,f 15T. 1 x iP.T.3 d
<br />wtwD OUCH `
<br />•
<br />Nth" o TaPCOtNS . IN 06
<br />Cl 4"PROM CORNEAS 1 a - � •
<br />HEADER & SILL SEC7I0. _ tno-
<br />#lDTti : EDa coal.
<br />i. THIS WINDOW SYSTEM 11 OCSIGNlO AND TI STCO TO COMPLY WITH INC NEACaT sN
<br />QER &SILL SE
<br />DREai MURNTS OF THE lit),OAOC COUNTY EDITION OF THE SOUTH
<br />CRK1A BUILDING CODC IS.F.O•CJ CHAPTER 4. CHAPTER 23. CHAPTER 35. ALT.,H•, •N.
<br />Dtn.,Hg SPECIFIC CONDITIONS SHOWN Off IN& DRAWJNO-
<br />2, li'OR 2 x WOOD DUCKS SHALL DC tNSTALLEO they BY LAWSON MILT AND
<br />At ORDAO90 THAT THE eC MTN REQUIREMO100 RESISTS life ENTS OP f99t S.P.O SUPERIMPOSE
<br />D LOADS 1N
<br />3. ANCHOR 0$SCRtOCO RI•TWS LAYOUT ARC AS PER TEST W,1T. OTHER
<br />• [ONCOMNS TD OC ENGINEERED SEPARATELY. Na wpARCNtHt3161RattATtE T10n Ot
<br />L.
<br />ANCHOR E SpECON NOT
<br />DESCRIBED Of THIS DRAWING ARE to EC CNWCRtD
<br />ON Atttx0A5 ptA t [Na
<br />Cq
<br />ram•
<br />,
<br />• z it IP.TJ
<br />r WOOD SUCIC
<br />NON••IMPAC RESISTANT
<br />I 1t tP•t,l Wawa eUCR
<br />a t0 lt.H 5• WT 8Y LAWSON 14II1 � 1
<br />tK",INN. WDOO f.HBEO MUST SUSTANi0a! w t H.7 "
<br />AS SHOWN DN ISAI LQ40% tj
<br />y d IWU SCHEtWRC rLOWtCR tf$"•ANN. , t+ I 4" MAX tTYP.1
<br />!t« , i • HunatR OF ANC RSI A
<br />R to SJt,S. • GLASS i 1TYP.1
<br />D1s Ills" M19. WOOD EH06O )GEAR ADHESIVE iftf• SIGH
<br />d A P! t rip imippo NTORNERS I33D1NaI:DHPoufR MA
<br />a p4
<br />. �P•t` to 'd'A
<br />WORD BUCK 1 • 3 1It§' m TAPCON' tl f
<br />' " /
<br />.Tti�9- a ." fe s fs ��•�r� �
<br />.L.M.. .•rr..+.
<br />lit
<br />..rw.,•Nw
<br />to t I EH844.
<br />CLEAR ADNESNA + tr N a
<br />3/16--AN9. l)tODING CoHpatmot It tp Y.1 t3 10
<br />WOOs .1
<br />CLASS D ONCE ] 4 air?" tell" \ .✓ a /�o� ��
<br />,11s- AXI1'G 1 t • ,
<br />• MAN Viij1Ctf t CC4llA86i `a"
<br />t¢9 " ' 1lSi" 9 TAPCON T I p ilol{ j
<br />' 9.... /.43• .4 • lAR-PRaME'oRNtRB �S13�J
<br />1 • a • E
<br />• H REP6RENtEt PTL-Td4O 12«8-97, t"
<br />f3 i i e• a a i . lit IP.T.}} 7CST. S1291 53,6i/0, X 7l..tdt." . ;G„j E}CATIaw d"MAtGP,t
<br />t HSAVYOUIY ® _' Ol1CK .TEST LOADST .94.5.,.914's PSP
<br />• 1 t INBSTITNO RAIL , i/A" MAx. DESION LOACISs »83,0, "11.0 PSF
<br />FLANGEI+RAtIRE tTYP.t
<br />ItHitl WATER INPRI TRATION ICITt 9A PSF SINGLE HUNG WiN0
<br />TESTED Most
<br />ltAXttUAM SCREW ctUnM fftt AtSS'tPRltMMT » S t7N3fA"
<br />•
<br />c Z29r
<br />OMIT= COMPOUND
<br />.2
<br />N&i01it
<br />.6
<br />•
<br />D ,
<br />"4 • A•• w d �� • ,
<br />�,:�
<br />"
<br />•
<br />t •
<br />17
<br />2
<br />•1•T/O' Mitt.
<br />t*IJi" HAXY
<br />•"L S1frM
<br />env Pt • 0 t0 N.N.S.
<br />oMo nuEas°
<br />c o
<br />3tu-t► TaaraHs
<br />(o E" FROM CORNERS T x tP.TJ
<br />WOOD OUC
<br />• ,jjC_-A0ER & SILL SECT ON
<br />,
<br />AA,
<br />THIS WINDOW SYSTEM IS OL'SIf1NED AND TESTED TO COMPLY vATN TNT:
<br />Ai•,"�', "ILL SECTION
<br />RIGUIREHEHTS OF THE{ 19114.DDADE COUNTY 401TiON OF Inc SOUTH
<br />E ONI CON[INT OHS)SHOWN aA THIS ONAWI i�CHAPTER St.
<br />ttNOCRR TTHBUILDING
<br />CCIFIC
<br />S 1it OR ? x wljoo aUC SHALL O6102TALLCO (NOT DY LAtW+ SON INIIJ ARD
<br />$O YHA [THE SUtLOiNG RESISTS Tilt SUPkRiHPOSEO LOADS IN
<br />1 IX9
<br />ANCtNOREO
<br />ACCGROAAN86TN ITEOLAREMENTSI OF t404•$.P18.C. .
<br />,
<br />' ANCHOR g$ClWconitioNS ViIN THI Ea OUT ARK At PER Tell UNIT, OTHER; .
<br />TOOt
<br />ANCHOR CONDITIONS NOT USCROCO IN INS DRAWING ARC TO CC ENGINEERED
<br />10116111 PAUNTIRSIS INDICATES WA, OF
<br />ON A Site SPECIFIC BASIS, .
<br />Aktt10R$AtAJAHe
<br />on"M
<br />t,R3Y"
<br />A
<br />STANDARD
<br />MEiiTING RAIL
<br />I fi
<br />.' ':0/1S�ANN1�iFLiOlJi6tJ•tNDRAI. '
<br />WNNODW OOMPARATIVE
<br />ANALYSIS DRAW.
<br />ORM
<br />LOADCAPA111TY-Pap
<br />1V0U0tftiOl4
<br />r>r�"s :
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<br />0
<br />O BHaED
<br />M CORNERS
<br />HEAVY DUTY
<br />MEETINti RAIL
<br />2 x tP.,r I WOOD suci1
<br />HOT BY MUST SUSTAIN TAW OiAWSON ND EO
<br />LOADS
<br />» 3/164 ANNEXED GLASS
<br />SHINMA FIN FRAMECLBAB ADHESIVE
<br />ecoutNB COMPOUND 2X WOOD BUCK
<br />• Ft�
<br />I
<br />,�•�s" a AZItG
<br />DEPTH a1rE}
<br />wrNDaw tilo7t
<br />• PLAN 11181�11
<br />o tD SAS. NEAW DUTY RAIL '
<br />7 t4maw= those TEST UNIT
<br />PORANCCHDOR9
<br />RACCW4 PERFORMANCE SUMMARY
<br />1YYP�1
<br />• REFERENCE, PYL"t8ot12:it-97
<br />TEST SNIE1 56"t/V X 75.112"
<br />TEST LOAOSt .94,5, -94.0 PSF
<br />DESIaIRLOADS1 061.01-63.0PEP
<br />WATER INFILTRATION TESTI 9.5 PSR
<br />• ^'"`••'"""- TESTED t'sLASSt "
<br />MAX. JANO SCREW S A tNG1 15-3lA^ A 10•3/t 1.
<br />NCtiV-IMPACT RE-9ISTANT
<br />ft Dw
<br />�
<br />DESIGNILOAD
<br />CiAP'ACtTY•PJ3P
<br />-
<br />a
<br />Wolff MtXRfi
<br />PaSipYt ktOtyYIV4
<br />t8
<br />28 itin
<br />21.Nt
<br />//
<br />/
<br />{4
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<br />TIErsI'uHr .
<br />D /4" MAit. tt 10 S.M.S.
<br />SA,It
<br />lat�i
<br />3A. !t 3f."
<br />4TJ hl3
<br />#&'k t
<br />//
<br />`
<br />Ip.
<br />N t0 NHS.
<br />tit"MIN. WOOD EMeEO
<br />WOaO SUCH
<br />NOT BY LAWSON IND.
<br />SUSTAIN IiPtISEO
<br />�{S SNaWNIt"EGHVATIaN
<br />)SEE SCHII t BE1.0W FOR
<br />LNair AOS
<br />NUMBER OP ANiHCR31
<br />1!6`-ANN.
<br />I1LAi{S
<br />.
<br />CLEAR AONME .
<br />Eat1NNG COMPaU
<br />ill" Stm .
<br />HA
<br />• +,
<br />DSB"3mm•ANNEAL90 GLASS
<br />: e
<br />FLANGE FRAME
<br />st� go TAu ssELaw
<br />1x OR -"tax WOOD BUCK
<br />= POR NUHf1EA OF ANCHORAI
<br />STANDARD RAIL
<br />7E sT UNIT
<br />5 •
<br />t
<br />,
<br />PERFi?RM,4N®E SUMMARY
<br />.
<br />- +` A
<br />REPER£NC>t, PTt-t895 lx•11-97 •
<br />EM rA
<br />TEST S1261 370 X 74••TJ6"
<br />fl t Y"So
<br />Oi AZRNO
<br />�
<br />• •e
<br />1 x mr.)
<br />• WOOD DUCK
<br />TEST LOAOSt 47y D..77.0 PSP
<br />DIlSION LOAOSt -113, -S1.8 PSF
<br />WATEA INFILTRATION TEST, 9,5 POP
<br />DEPTH
<br />1111TEi
<br />`W/
<br />w
<br />TOT90 CLASSI .
<br />MAX, JAMB SCREW SPACE -sw a 134W
<br />1Ju- a TAFtaif
<br />NQ(tt-llVl„PAI_i' FlESISTANT
<br />,
<br />• 1 z tart
<br />•F. WOODDUCH:
<br />• •
<br />it 1
<br />i j
<br />!/ HAM
<br />SHIM
<br />qq .
<br />i
<br />CLEAR M"VQ
<br />BtiODICOMPODI;
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<br />BUtIO
<br />t.799-
<br />tLM
<br />� HidtGtNT (�) t0
<br />ITWC
<br />NEGATIVE
<br />S �✓
<br />42
<br />24Ri
<br />• " . 36
<br />�
<br />b"
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<br />j i
<br />bt.,
<br />T•7�4" 1*4 4MBEn. WACO DUCK
<br />t,1
<br />tT3A
<br />tWTYP i
<br />w
<br />ILL
<br />P1 s /16' 9 TA Ok
<br />j i"FROM CORNERS . AL,. HEACtER #r 811,L' f1sCTItiN
<br />ra
<br />HER.& SILL SI=CTION
<br />i•.7
<br />.
<br />r
<br />LT
<br />N99.7
<br />1.! WINDOW 13YSTEFi 15 aESItSNCO AND TESTED to CdnPLq,1t My" IN '
<br />1EMSNTls OF THE 1494 DADE COUNTY EDITION OP SOUTH
<br />Lj
<br />is '•
<br />tiji
<br />T1fe
<br />nZOU 114
<br />FLORIDA GULL *M COOL t6.P.0.141 CHAPTER t CHAPTER IS CHAPTER 35,
<br />UNDBRTHE SPECIFIC CONOITIONSSHOWN'ON,'Mt%011AWN19.'',
<br />Did �IRkANNI=ALEDl1UI89•SilsltAlL
<br />VTINtIt)4V CDA1l1AITATlVid .
<br />ANALYSIS, CHART
<br />ltaf/6tn9:: M113NLOAD CAPACTY-POP
<br />' WOOD TAPCDNffi
<br />iTCN
<br />/d:1"r rr,
<br />-
<br />►Osi11Ys
<br />Ala
<br />tNCOATtVt
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<br />Se
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<br />H-t/f
<br />914A
<br />633
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<br />61,T
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<br />•. .•
<br />411
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<br />-
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<br />It°2H,
<br />,•„6it'.
<br />,i�1
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<br />1Ei•1/131
<br />tf.ais HI
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<br />i1tYP.1
<br />"VATION
<br />FLANGISMAME
<br />6'•MAX
<br />iTYP.I
<br />SINIALEHUNpWlNOMA
<br />N la1
<br />2, 1 x OR 21T WOOD BUCKS SHALt BE UISTALLSO INOT BY LAWSON IN l
<br />ANO ANC#OREO 50 THAT,"[ 81111,01N0 RESISTS THE SUPERIMPOSED LOADS
<br />110618M oil Nims lADtrATEt ka• aP
<br />ANCHOR$ PER A"
<br />INACCMANC6 WiTHfi141JUI;HCHTS Ota 199E S.F.O.C•
<br />3. ANCHOR DESCRIBED 10 TIRE LAYOUT ARC At PER TEST UNIT, OTHER
<br />1s1T
<br />• iti9A "
<br />CONDITIONS TO At IMMttACD SEPARATELY .
<br />is""
<br />it. ANCHOR CONDITIONS NOT ONSCRROtO Us TWO DRAWING ARE TO DE GNt1H UOIID
<br />H. ..-.H.
<br />W ?fA
<br />OR A SITC SPECIFIC OASIS..
<br />13813'•3MM-ANNEALED QLA11SS
<br />•
<br />' 11 tD S,ItS.
<br />FIN FRAME!
<br />1111" 1404 WOOD EMBED
<br />s 1!21PROM CORNERS
<br />/2X WOOD BUCK
<br />. •
<br />T� N18FD1NT
<br />4 x IP.T.1 WOOD BUCK
<br />rr
<br />STANDARD RAIL
<br />NOT BYLAWSON M-
<br />MAST SUSTANt1MPOSED
<br />T5ST UNIT
<br />LOADS
<br />PERFORMANCE SUMMARY
<br />tI4"
<br />SHIM HAX
<br />1/A- MAX.
<br />SHIM
<br />REFER, NCIit PTL-ia94 i2"if-97
<br />CLEAR ADHESIVE
<br />.269
<br />TEST SIZE) S4>tib'Y Ii 6L"
<br />BEDDING COMPOUND
<br />TEST LOADSt *62-00, 42.00 PSF
<br />D66'ildN Lt1ADSt rAtf39• a6T.83 PSP
<br />3116"'ANN.
<br />R 14 S.H.S.
<br />-�•-� .6a7" 2 x 1P.T4!
<br />I
<br />WAITER INFILTRATION TESTY 9.4 PSF
<br />GLASS
<br />1Y," 1UN1 WOOD Eti0E0
<br />{ WOOD BUCK
<br />1
<br />TESTED OLASStt3"�jN A #13
<br />8
<br />27 $tilt SCHEOULC BELOW
<br />MAX. JAMS SCREW SPACtNCi 13" Ile 14-710"
<br />12
<br />MR ANCHOR SPACING
<br />> <"\ t3 I 4
<br />iTYP.t
<br />1(a�►1
<br />CLEAR ADHESIVE
<br />•
<br />tJ$"•ARM. atDOING COMPOUND
<br />.
<br />GLAS
<br />19 OtA tN� JI
<br />• �k3El�+rff tBtTEI
<br />13 » �
<br />DCPTM 191TElG D h t.O9L"
<br />^1•JiNO WW W�IOTIf__T i �»
<br />PLAN VII;Itti >,✓ z :
<br />13
<br />sTANDARO
<br />MEETING RAIL ;
<br />'
<br />i. THIS WINDOW SYSTEM I5 DIESIGNED AND TESTED TO COMPLY WITti T"E
<br />THE SOUTH
<br />Vol u .
<br />ACQUIREMENTS OF THE 1994 DAD£ COUNTY EDITION CP
<br />Y w
<br />FLORIDA 81.111,01140 COC£ IS♦P.11.C.) CHAPTER L. CHAPTER 23♦ CHAPTER 39.
<br />DRAWING.
<br />C
<br />UNDER THE SPECIFIC CCNWTtQNS SHOWN ON THIS
<br />2. 2 x WOOD BUCKS SHALL BE INSTALLED INOT BY LAWSON 1ND.) AND ANCHORED
<br />. SO THAT THE 81ALDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE
<br />w
<br />WITH REGUIREMEHTS OF 49 it, S.P-8.C•
<br />3. ANCHOR DESCRIBED Ili THIS LAYOUT ARE AS PER TES r UNITE OTHER
<br />ELEVA7#ON
<br />i-3dGN
<br />ITYP.I
<br />CONDITIONS TO BE EHOINCIAID SEPARATELY.
<br />4 ANCHOR CONDITIONS NOT DESCRIBED IN TH16 DRAWING ARE TO BE CNG#N£EREO
<br />FIN FRAME
<br />SINGLE RUNG WiNDGW.
<br />6-T/2" MAX.
<br />ITYP.I
<br />ON A SITE SPECIFIC BASIS.•
<br />CORNERS t
<br />it
<br />dMEl6HY
<br />S i SHiF'tMAX.
<br />WOOD BILK
<br />ALT„ SIi-L SECTION ,
<br />"to S.H.S•
<br />I19" MIN. WOOD EMBED
<br />0 S-tfz" PRO" CORNERS
<br />- i � tiSiPOtNT
<br />I:ADER & S
<br />i
<br />I]t30•�otrl.ppSiF11IJS11 i1IJ186I.1#� I;AII.
<br />1WNi3OW COMPAIMATIVEI
<br />ANALYSIS, OHAiiT
<br />DWOR
<br />WAO
<br />COMMUB
<br />CAPAC
<br />". PSF
<br />WNOTH.
<br />Room
<br />pasinvir
<br />NEGATIVE
<br />I9"Tad
<br />61.3
<br />♦•.• NMt.,
<br />3stl.7
<br />M.N.1 N,Iw-
<br />♦ ,..
<br />24 172
<br />=6
<br />6�1N
<br />t14,6, .
<br />all"
<br />13I
<br />1,1
<br />t2r.61.N
<br />51+1/t
<br />.:a3,y
<br />6I7
<br />e2.6
<br />am•
<br />4111
<br />1 1H. NNN
<br />16nf/j
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<br />lt•1/d
<br />53N I
<br />• 11'*.NN
<br />N.N1H
<br />lot
<br />NM •« NN
<br />N•• M•
<br />• i ii1H .
<br />•il''tMT••,1
<br />31.116
<br />60 E
<br />10-1/9
<br />-63 �
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<br />•HNNMN H,
<br />4D•fU0
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<br />ill
<br />N:..«+a'� . ,
<br />Eli,
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<br />44,I1 . '
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<br />86
<br />17.1
<br />37
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<br />2f=fn
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<br />of,#
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<br />art
<br />'. 60fNN1
<br />f. 600
<br />Ir1-us
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<br />IA•Tn
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<br />Ti-ifs
<br />ill •
<br />S3•Tt@
<br />k1A IN i•wnanfauali fnwn.la ii HN•,rr
<br />x IP.'[! ANC"OR8 PCR iAttp •
<br />!GOD BUCK
<br />NOT TESTED
<br />ID
<br />IS 187 f:j"MIN. WOODEHsttO v f57 "6yj• fi+•
<br />5-1112- FACH FURNBAS fW.
<br />fl6MufPOYfr f1.vi it,1 "�R; I ' S
<br />7#.tlt 63�lM1
<br />, , , t6f4o f
<br />to" 4Y
<br />M
<br />t d S R
<br />•Ii "Hnr. WOOD CHBEO 2 x tP.T.} 7 N iw' I61 tL3 ' , • t7f:2
<br />6s 5-112" FROK CORNERS WOOD SUCK • `i2.Nf' alp MIDPOINT E to tP TJ
<br />WOOD BUCK »It -1111 -M Asa • it1R1
<br />HEADER & SILL SECTION is•,t ;, � .
<br />ALT. SILL SECTION ' ': " ua .. " 11¢a RLVATION
<br />-- 57.111 631 ' 1L2 , N SINGLEFIN F RAMS D" ITYP I
<br />. � f 11; 4, i1.1 1#9.a H NQ WINDD! T 1n" HAX.
<br />t 7tH8 WiNOaw SYSTEM is DESIGNED AND T6STE0 To COFtPLY WITH rme ! YPJ
<br />• RSODUtEHEWS OF life 1994 DADS COUNTY EDITION OF Tilt: SOUTH ThilJ 7t•TJ6 ' SX3 ' •- tat;T'
<br />FLORIOA OUILAINO CODE ISA.B.C.1 CHAPTER A CHAPTER 23 CHAPTER AS. 37 in ' 53
<br />UNDER THE SPECIFIC CONDITIONS SHOWN ON MR ORAWRtt# i1•t/f i ""• ;A • 2. , 2 a WOOD ODUM SHALL 5E INSTAtt6D INOT OY LAWSON INQJ AN0 ANCRMW
<br />80 THAT THE AULDIND RESISTS 109 SUPIIRIMPOSlCO LOADS IN ACCaROANCE IZIN PAAIkTHriaS eNnJtATEt tr0 0P
<br />WITH 1190MREMENr9 GF 400L S.F.Ox. AN[HOASPtR JANO
<br />1 . AtfEHaR OESttR181O3 Nf THIS t.AYOlfr AREAS PER TEST UNIT, OTHER • -
<br />caNO1TION8 TO OC ENOIHEIRED SEPARATELY.
<br />L AIWWR CON011fONS NOT O olisEO IN TM5 DRAW fla ARC TO OE EtNORICERE'O
<br />OR A SITC SPECIFIC OASIS.
<br />wool) DUCK
<br />It to St1S, NOT OY Li1W5QN tNO.
<br />Sit -;TA WOOD EMOEO MUST SUSTAIN IHPOSEO
<br />AS SHOWN Off ELEVATION LOADS
<br />• , a ly°= + 4 N 10 S.M.S. iSEE SCPIEOULE BELOW FOR _ ue"-ANN • I
<br />O E am
<br />• 11i•' MIN '000 EMagG NUMBER OF ANCHDR6! CLASS ,
<br />a TYP. t , i" FRat{i4pNER8 CLEAR AD1IE81VC I/t" SHi14 • . a
<br />a °9f+>aPOIHT EaDINaCotlPauN DS6-3mm-ANNEALE0 V,.ASS
<br />WOODBjitK# • e " : ' .. FLANGE FRAME
<br />fz 3 23 ISECSCHEDULE BELOW ') x OR 2x Wet©C1BUCK
<br />1/ SNfHf1AX' A FDIIMURIIER OS ANCHORS! STANDARD RAiL.
<br />:F+9- TEST UNIT
<br />1.a s TD A PERFORMANCE SUMMARY
<br />(A j 1t f , • �a R6FERENCCI FTt•t¢93 t=-if-97
<br />C18AR ADHESIVE TEST SIZE, S3-1/a" X 63"
<br />f!f"+AfRL OEOCtNG COHPDUNa • EHry • TEST LOABSI-62.00. "42.Co PSP
<br />GLASS x x Ia.Ta iJ i R IP,Ta DESIGN LOADS, -Lt33, •:L33 PSF
<br />16 1374" OLAtIIa Wcoo SUCH WATER iNWILTRATIGN TEST, 9,S PSP)
<br />a7S•GLAZINt! Waco DUCK D ;HSTEOLLaSBt r1>3IS.9MiL.ANN$ALIrO
<br />OSPTHlDI7Ei a
<br />I$ W W "AN. JAMD SCREW $PACK a, IV 113"
<br />• 3/15-9 TAPCO14 NON-IDfi 3ACT RESIATANT
<br />a•
<br />• A• a - a ttE-FROHCaRHERS PLAN VIEW -. , I
<br />7� 143 " as .6 a ' 4 . Wa60 BUCK �H
<br />S I B t/ SfOH X•
<br />: 11 STANDARD
<br />I MEETING RAIL
<br />I ��
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<br />BEDORNG COIIPOUNO
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<br />10164I6 TAPEONs ALT. HMER & SILL SECTION
<br />¢t 6- PROM CORNERS
<br />HEADSg 8t SIRE, -SE 0 Lon
<br />l.� aDw SYSTEM IS Eitt$I11N£O AND TESTED To COMPLY WITH THE
<br />REDU1RCMtNTS Or THE 102L DACE COUNTY EDITION OF "411 SOUTH
<br />FLORIDA 81011,0010 £DOE t51'.O.0 i C "APVCR A! CHAPTER 21 CHAPTER 35,
<br />UNDER Tat specific CONDITIONS SHGwn ON 706 DRAWN M
<br />058.31t1Rt•lENNgALEO t;lA8S:8T0 RAIL
<br />MlINOOW 10010PARATM
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<br />2, t x DR 2: x waDD Gutxs ARAM. OE INSTALLED RIOT@Y LAWSON ND t No. xP bat u�rc BP
<br />N D ANCHORED
<br />$0 T R8QL�lIAB UKA O RESISTS S INC SUPCAMPFSCQ LOADS ANtNDRs PER JAMS
<br />2: Aff"lil OESCIUSSG IN THIS LAYOUT ARC AS PER TEST UNiT. OTHER
<br />CDNtHTN)NS TO BE ((RIICREll SEPARATELY. "Doolittle
<br />M
<br />i. ANCHOR CONDITIONS NOT DESCRIBED IN INS DRA WINII ARC TO CC E"41119CRED
<br />ON A SITE SPECIFIC BASIS.
<br />• 70,30 t'ii X 3 f 1h 11! E B
<br />A1WS U` N "m
<br />INGUSTRIE.7yl�,
<br />MAI FAC# USERS Or "ROM Ac OXAS
<br />p� i" HAx Uy"p 1
<br />tTYal
<br />..Y,_.."..._. a.
<br />p r
<br />1
<br />120 MPH
<br />0 CREATED 11/11/02 3 SEC. GUST
<br />I l�lrP 11 1}� i�P 1 `� 1 Z`Mrrr f 1 Aw
<br />IOU- BOX 34M •" AW+C?LLO BEACH - FLORIDA - 33512
<br />ED "510 �✓CUENT ON THIS PROJECT. /7:Z'%THESE DRAWINGS AND MNY REPRODUCTION ORUS ARE THE JOINT NE UMIZED USE ISSIPROHiBiTSAP•A 003 AND THE
<br />LENNAR HOMES
<br />SCALE NomD DRAU N I�.v.
<br />DATA, It/= TAMPA DIVISION
<br />DOOR 4 WINDOW INSTALLATIONS
<br />DE JOIS NO. F" •" Sol SPU13-L
<br />
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