|
ONE BY WWD -
<br />BUCK BY 01HEk
<br />CAULK BETWEEN W DW-DWF
<br />FLANGE d WOOD 6UCt(
<br />I
<br />PERIMETER COLK
<br />BY OTHER
<br />MIFE;—/
<br />NOT#`
<br />BUCK WIDTH
<br />INSTALLATION ANCHOR,
<br />FLANGE, TYPE
<br />Y1gtLD01M1.FRAME
<br />GAULK-BETWEEN JAMB
<br />WOOD BUCK. &
<br />MASIGWY OPENING
<br />BY OTHERS
<br />1 11//4" MiN.
<br />EMBEDMENT
<br />PERIMETER CAI
<br />'BY OTHERS.
<br />WINDOW wrohi"
<br />EXTERiOI
<br />L7
<br />CAULK BETWEEN
<br />WINDOW FLANGE
<br />WOOD BUCK
<br />SECTION 2
<br />WINDOW
<br />WDH.
<br />i 4
<br />TSIZE
<br />CALL
<br />WfQow D
<br />EroM
<br />SIZE (IPtCIiEs) t
<br />i AS REM
<br />12
<br />to.1/B x 2s
<br />NOTES)
<br />13
<br />19 1/8 x 38,3/8
<br />14,
<br />19 t/6 Y, 50 5/6
<br />14=44
<br />19 1/8 XA4 SJS
<br />14+5
<br />15
<br />19 1/8 x 56 AA
<br />Ik 1/$ x m
<br />lb
<br />19 1/4-x'72
<br />ANCHORINSTALLATION
<br />CAUL K: BETWIEEN
<br />W0011'BUCK- &
<br />MASONRY ,CkNINIG
<br />BY OTHERS
<br />EXTERIOR '� "1 BUCK
<br />HEIGHT A C
<br />FLADOW NS IYPAME ( D E
<br />S�81FRE
<br />J K 2
<br />PERIMETER CAULK
<br />BY OTHER
<br />WINDOW
<br />HCT.
<br />F G
<br />PRE CAST SILL
<br />BY OTHERS CAULK BETWEEN WINCOW FLANGE
<br />& PRE CAST SILL WITH VULKE I
<br />116',AD0ESIVE CAUtx OR
<br />SECTION _ 1 APPROVED EQUAL
<br />GENER& NOTES`
<br />1) SHIM, AS READ; AT EACH INSTALLATION > ANCHOR WITH LOAD, BEARING SHIMM, MAX:
<br />ALLOWABLE 'SHIM STACK•TO BE 1/4`
<br />4 WINDOW FRAWE MAATERIAL; ALUMINUM ALLOY 6063
<br />3) CAULK BEHIND WINDOW FLANGE .AT HEAD 'AND JAMBS,SILL MUST BE
<br />ATTACHED. TO THE SUBSTRATE WiTH , EM 116 ADHESIVE CAULK OR APPROVED EQUAL
<br />4) APPLICATION OF VULKIM 116 ADHESIVE. CAUL.I( AT FRAME SILL MUST COMPLY' WITH SEALANT
<br />MANUFACTER£R'S RECOMMENDATION
<br />5) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE
<br />6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHART
<br />SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED.
<br />ELEVATION
<br />VIEWED FROM EXTERIOR
<br />1H3 1 26 1/2 at 38 .3/9
<br />-IH4 26 1/2 .x S0:5/6
<br />U44+4 26 1/2 it 54 6/8
<br />1H4+5 26 1/2 x S.S.5/8
<br />IHS
<br />26 ig !x D3...
<br />1H6
<br />28 1/2 x 72
<br />147
<br />lto 1/2 x 84
<br />304
<br />30 1/2 x 26
<br />30x3
<br />30 1/2 x 30 3/8,
<br />30x4
<br />30 1/2'. x 50 3/6
<br />3N4+4.
<br />30 1/2. x 54.511
<br />30x4+5
<br />30 1/2 x 55 5/8
<br />30x5
<br />f 30 1/2 x 63
<br />30i
<br />I 30 IA x 72_=
<br />1 30 1/2 x 84
<br />22
<br />37 X 26
<br />23
<br />! 37 x 36 3/6
<br />24
<br />37 x 50- 5/8
<br />244+4
<br />37 X 54 5/8
<br />24+5
<br />37 x 65-5/8
<br />25
<br />1 37 X 63
<br />26
<br />27
<br />� 37 X,72
<br />37 X 84
<br />4226
<br />42 X 26
<br />4238
<br />42 X 38.3/9
<br />4250
<br />42 X 50 5/6
<br />424+4
<br />42 X 54 5/8
<br />424+5
<br />42 X 55 5/5
<br />4263
<br />42 X 6J
<br />4272
<br />42 X 72
<br />4284
<br />42 x 84
<br />4828
<br />48 x 26
<br />4838
<br />48 x 38-3/0
<br />4860
<br />48 x 50.5/8
<br />461+4
<br />an x 54 $/6
<br />454+5
<br />48 X 65_5/E
<br />4863
<br />48. X63
<br />4872
<br />48;9 72
<br />32
<br />53 7/3 x 25
<br />33
<br />03 t/D M 38, 5/0
<br />34
<br />53 1/8.x.50 5/a
<br />34+4-
<br />53 1/8->19 54 5/8.
<br />34+.5
<br />53 1/8'X 35 5/8
<br />30
<br />53 1/B X 83.
<br />36
<br />53 1 /8 X 72
<br />kPCCR4 ANCHOR, tOCjkllON CHART
<br />ASTW El3W
<br />W PRMME
<br />TAM ANQW LOCATION
<br />IV, P WILL
<br />Aq_ TY iN PSF
<br />LOCATIONS
<br />9
<br />tom
<br />-309
<br />A;0
<br />F.41LI
<br />N 1/A x to !A"
<br />-W:-(b'$8) I
<br />-193
<br />AC
<br />Fi%fl l :_
<br />fR r M tfjllt
<br />-00 Via)
<br />164'
<br />A C
<br />F.C,HJ
<br />k 1/A r 231JIt
<br />-4!O
<br />-150
<br />A.0
<br />F QNJ
<br />16 t/A r 2S i f1A
<br />-70'
<br />147
<br />A;c
<br />F:"
<br />1i1J1<t2i:910
<br />-70`. (166): ,
<br />-132
<br />Ac
<br />O E,E,G,HJ
<br />WI A x 2! 1/4'
<br />-Sb. (S.". .
<br />-118
<br />AC
<br />O.EE `l.H1
<br />fi.1/ttA*
<br />-.55 {Ma .
<br />-104
<br />AC
<br />D.C,F.4+I,►
<br />%41 t 31
<br />-w
<br />-130ti
<br />AC'
<br />F;G,HJ
<br />2l1A *! * 3A
<br />-817 (S58)
<br />-100
<br />kC
<br />F,GJIJ
<br />231/2 [ ti 1Sf It
<br />-! (5$B)
<br />-1.01
<br />AC:
<br />F;c.HJ
<br />23,/2 [ 93 t/16
<br />-60. ( ,
<br />-100
<br />AC
<br />F.G.H./
<br />23 1' [ 25 i/16
<br />-70 i .
<br />-10D
<br />AC.
<br />F.GMJ
<br />231Az 254/N
<br />-70 (55g
<br />-9t
<br />kc
<br />F:C,HJ
<br />ti i/t 09 IA
<br />-55 (SSB)
<br />-78.
<br />A.C'
<br />F,O,NJ
<br />66
<br />AX
<br />F,C tHJ
<br />o 1/2 a 313A
<br />-50'
<br />-113
<br />Nc
<br />F.C,HJ
<br />21IA r N 3/4
<br />-80
<br />-60
<br />AC
<br />F4HJ
<br />271/2 416 am
<br />-55 (SSg)
<br />28
<br />A.0
<br />F.G Nil
<br />121/2 t a 1%16
<br />-50 {
<br />_77
<br />AC
<br />F.0 HJ
<br />211/2 [ 21;Vd
<br />-49
<br />-76
<br />AC
<br />F.G.HJ
<br />271)2 [ 26 9/M
<br />-49 (S'$*
<br />-76
<br />AC
<br />F 4H.1
<br />27 1/1 x a 1/+
<br />-w (D'se)
<br />-71
<br />AC
<br />F.GmJ
<br />27'A r W 3A
<br />-50 (D88)
<br />-50
<br />AO
<br />FG tfJ
<br />271# r 313/4
<br />-eg
<br />kc
<br />F:4HA
<br />u%!0 3/4
<br />-80($S8)' i
<br />-IV
<br />AC
<br />FXG N3.
<br />xiis"
<br />-55 (SO)
<br />-57,
<br />Alt
<br />F,G,HJ
<br />31 x av,9:
<br />=-SO {S 2)
<br />-55
<br />AC
<br />F.C,H,I
<br />31 A 251/06
<br />-49 (S'SB)
<br />-55
<br />AC
<br />F.G,H;1
<br />3i x 25"
<br />-49. (sw)
<br />-53
<br />A>C
<br />F.G.143
<br />34 i 291/4
<br />-50.
<br />-5
<br />AG
<br />FG.HJ
<br />31t333/4
<br />-yp �
<br />-52
<br />A.0
<br />FG.H;1
<br />31 r 38 314
<br />-44 (05B)
<br />-49
<br />AC
<br />F,C,HJ
<br />31 t 103/4
<br />-00 (SSB)..
<br />-40
<br />AC
<br />F4HJ
<br />.39 x R Isla
<br />-55 (SSB) 1
<br />-40
<br />A.0
<br />F.0 HJ
<br />31 x 23 f/te
<br />-50
<br />-40
<br />AC
<br />F.O,HJ
<br />31:25!/16
<br />-49
<br />-40
<br />AC
<br />FC,HJ
<br />3s r 25 9*
<br />-44 (SS@)
<br />--40
<br />AC
<br />F0,H3
<br />392290
<br />-40
<br />AC
<br />F.G.HJ
<br />31 x A 3A
<br />-50 058) I
<br />--40
<br />A.0
<br />F.G.HJ
<br />b x 39 3A
<br />-49 05B) .
<br />-49
<br />kc
<br />FAMA
<br />6 t t6 3/4
<br />-65 (6S0).
<br />-40
<br />AC
<br />F4i1J
<br />45 r %,"
<br />-So (OSB)
<br />-40
<br />AC
<br />F.C,HJ
<br />45 t 23 t/0
<br />-50'-(3/16')
<br />-40
<br />A.0
<br />F."
<br />6 t a51/t6
<br />-30 (S%1r)
<br />-49
<br />AC
<br />F•C.HJ
<br />4 12S 1/*
<br />-50 (3/16�
<br />-40
<br />A,C
<br />FG,HJ
<br />o t A
<br />-45 3/irl
<br />-40
<br />A,C
<br />F.CJU
<br />446 x 33 40A
<br />45
<br />-40
<br />AC
<br />. F.GJLI
<br />91 t/6 w 10 a/4
<br />-65 (00)
<br />-40
<br />AC
<br />F.G,HJ
<br />a 15 a f013/H
<br />-So. (068)
<br />-40
<br />AC
<br />F.G,K,t
<br />56 )A [ 23 IAP
<br />-w
<br />-40
<br />ka:
<br />F.O.NJ
<br />661/A x x51%q
<br />-50,
<br />.4g
<br />AC
<br />F.G.HJ
<br />561/A as l-i
<br />-so
<br />_,p
<br />kc-
<br />FG.N.1
<br />611A t 2l1/4
<br />--45 3/16')
<br />-40
<br />kc
<br />F.4i.H.l
<br />301/A [ 33'
<br />-43 Op &I,
<br />EM:CAPPEO 13Y RESULTS 0 V AIM PEREORMANC2 TE51916. WHM.7HE WATER-RES&ANCE IEST REOU I? (IF 15X OF
<br />'DIMIGH LOADS APPLIES POSIM OESIGI4'LOADS WILL BE LIVED TO 4&0 RV DUE TO WATL72 TESTRRESSURE OK
<br />6:0' PSF ACFIIM ON TEST:
<br />2) NSTALLATIONI. FLAM FRAME WINDCWN Cp11f RM OR MA$WZY W.MI.!G USE6- O!ik
<br />TAPCON ANC H7R -W SUFFOW LDiM TO PROVIDE WWII-1/4 EMBEDMENT S AME
<br />AT. LOCATIONS SHM1 0.4 'CHART;
<br />��: SEE t1evA1)ONS FOR 1� f i'O 72W�ON LOCATONS
<br />4J IF DO&T W10WIi 3RE IS NOT LISTED N MiCHM-CHAR'4 125E ANCHOR 013AN11TY LIST®
<br />VJ* NEXT LARGER . 5I M FM THE APPROP1i IE DMW -PRESSURE _ R£0b.
<br />CUM
<br />xs�s
<br />tOM tM. Gdrt A6 • »( 752K-FA IN 619022-0d6m, i1( 75391
<br />ASSEMBLY DRAWING
<br />SERIES 1450/1550/157O SINGLE WJHG WIICOW
<br />CIRN. CHKO SCALE
<br />AR IP N/A
<br />ALLOY waltI DACE WE wWIHER
<br />12/G8/03 Bi iNSTALATION 1450'
<br />SHEET NO.
<br />W5
<br />
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