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k
<br />�37OR
<br />maef=
<br />7ie' WOOD BRAE . 2. r. AM'105"-14 04
<br />S4 & 5 8013-1ADO=A
<br />1Ax
<br />AWAE wffm1 1 3/4, ,
<br />/2^ IAPQDN 0 2 O.0
<br />1 1 1/4 1 1 311'
<br />AAKNOR Be 'r aeteC
<br />=1M elOca D.
<br />EOL-4. DR®21t.41 wow
<br />"VA RLAIRED -5
<br />II/r CAP
<br />. .............
<br />Mn 4 LIZ E IAAus LOCATION
<br />9 12' O.C.VARIES BBS OWL
<br />v- w< L CIM 2 • i ALUM. ANME ON
<br />"-- -
<br />POURED CONCRETE, 00NOWIT
<br />- NET. AUJIM. DENY IL3105- 156 SHEET ar BLOM OR 2'.' WOOD FRAME
<br />-1 - - - - - s t-1 11 REGU0
<br />\� 2- - 6063-" ALLOW 112-
<br />CPR. ALE. AIKIUE
<br />St.
<br />T/4%
<br />- - - - - - - M GAP
<br />1/4* BOLT 4 1 r ..072'
<br />• Woc_ J;0S. OR 610113-0, .10,
<br />VA1.0'aft cae'It AMIDLE
<br />CASE A (PLAN) CASE 0 (PLAN) CASE Q (PLAN) CASED Iff
<br />SCALE 1/4'-1' SCALE 1/4--1- SCALE 1/4-w SCALE
<br />OR Chut-44
<br />OR ELW PAXIMMITE
<br />PUMALL 0 00
<br />ON
<br />41) .9 0 .0Fa RED DaNCRIE Svc 0.'-0F= AT "X=Ru IrIx 0111, 2%4* WOOD OPENING
<br />cz FRAME RMUNNED -PPLIUW W* 10
<br />-S.x mrm s I D.
<br />2*.* WOOD "welew &
<br />J�
<br />RECLOU
<br />Ma.
<br />VARIES It--4 x)-�rxm FIQUILIEL TO
<br />S' Mae, WALL (NEVM CUT CID PAIRW
<br />X 9.0 DISTANCE
<br />CASE Q (PLAN)
<br />BMINIBIBI, e SCALE 1/4.1'
<br />0-te 0 KII.B.Ir X;% u... VAUD FOR DIRECT MOUNT OW41ATION ONLY
<br />rat
<br />CUITIFTED PANEL INFIA"TION AT WALLS Wl
<br />9 Nre AA197 SURFACE LEVEL VARIATIONS WIDBIN 3/4-
<br />CASE E (PLAN)
<br />SCALE 1/4*-1*
<br />CASE F (PLAN)
<br />SCALE 1/4--1-
<br />MAXIMUM A.S.D. DESI N PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />scHEDGLE FOR REGULAR siogm PANEL I wsuminoms INTO vmp STRUCTURES
<br />(VALID ONLY FOR PANEL (DINsTALLAnoNs As PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MAX AS 0.
<br />DESIGN
<br />PRESSURIE
<br />RATING
<br />MAILMAN ANCHORS SIRACM FOR E.D. . AS SHOW ON SHEETS 6 A 7
<br />APPIX41311
<br />,7VW7,,
<br />=
<br />OF THEM
<br />PANEL
<br />LENGTH
<br />L.
<br />(ft.)
<br />TAPCON
<br />LAG 90"
<br />I
<br />PANIEL.M1kTE
<br />FEMALE 0
<br />PANELMATE
<br />PILM
<br />WOOD BUSHM
<br />3
<br />Ir
<br />Ir
<br />13,
<br />13'
<br />13-
<br />13,
<br />IN (BOTTOM)
<br />6 11r
<br />6 1/2-
<br />a /2.
<br />1 ".
<br />6 1/2.
<br />2w M
<br />a'
<br />a 1/4'
<br />12 1/2'
<br />5,-w
<br />Oft
<br />LESS
<br />as
<br />13*
<br />3*
<br />13;
<br />(YOP)-
<br />"S. -46
<br />OR
<br />LESS
<br />13'
<br />13,
<br />13'
<br />13,
<br />(601110111)
<br />13*
<br />13"
<br />3-
<br />13-
<br />8 1/2
<br />-
<br />(lap)
<br />13*
<br />13"
<br />13'
<br />13*
<br />Ir
<br />19 (BOTTOM)
<br />6 1/2-
<br />6 1/2"
<br />6 1/2'
<br />6 1/2'
<br />a 'Ir
<br />Mee)
<br />--
<br />-
<br />6 1/4-
<br />12 1/2-
<br />a I/C
<br />(90IT-1)
<br />4 1/2-
<br />4.
<br />6 1/2-
<br />6 1/2
<br />4 1/2-
<br />to 1/2'
<br />9 1:/2'
<br />1:2'
<br />4-
<br />1r
<br />1-
<br />13-
<br />1 13-
<br />• SEE TABLE 01 FOR WX. A.S.D. DESIGN LOADS it WilL PANEL LENGTHS WEN SPACER (9 IS
<br />USED, 1>ORRESPOND9i13 ONLY TO ALTERNATE 2W ON 94EET 6
<br />MAX. A.S.D.
<br />DES"
<br />PRESSURE
<br />RATING
<br />MAJONUM ANCHORS SPACING FOR ED. . AS SHOWN ON SHEETS 6 Ar I
<br />APPLICABLE
<br />I & ANY
<br />comew4vm
<br />OF THEM
<br />WAXIMUM
<br />PANEL
<br />LENGTH
<br />(11.)
<br />TAISCON
<br />LAG SCREW
<br />PANELMIKTE
<br />FEMALE 0
<br />PAN."U"A"E,
<br />PLUS
<br />WOOD MAKING
<br />13,
<br />13,
<br />13'
<br />Ir
<br />13'
<br />ew ITEM
<br />Ir
<br />Ir
<br />Is,
<br />Ir
<br />1.
<br />Tit (Wrfw
<br />6 1/2-
<br />6 t/2-
<br />6 1/2.
<br />6 */2-
<br />6 1/2'
<br />29 (TOP)
<br />-
<br />r
<br />-
<br />6 1/4-
<br />-
<br />12 1/2'
<br />- -
<br />6 1/4-
<br />2111, (WT.-)
<br />3
<br />OR
<br />LESS
<br />7 112
<br />a,
<br />30 M
<br />r
<br />3w (B0YTON)
<br />13*
<br />i3w
<br />+45. -48
<br />TO
<br />13,
<br />1 13-
<br />13'
<br />13,
<br />13-
<br />13'
<br />to'
<br />w
<br />it
<br />Ir
<br />13,
<br />Ir
<br />a i/4;
<br />iw (wroe
<br />6 1/2-
<br />6 1/2'
<br />6 1/2'
<br />6 "1.
<br />6 1/2*
<br />(TOP)
<br />-
<br />-
<br />5 1/4*
<br />12 1/2-
<br />6 1/4-
<br />6ji)
<br />TO
<br />-
<br />7 1/2-
<br />7 1/2'
<br />ITOP)
<br />5 1/2-
<br />It.
<br />-
<br />3w monowo
<br />13-
<br />1 31
<br />1
<br />L
<br />'r 4
<br />13*
<br />73"
<br />1 10'
<br />4W (SDITOM)
<br />• SEE TAKE #1 FOR WAX. A.S.D. DESIGN LOAM & MAX. PANEL LENGM VIRIEN SPACER TS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />Jwz-jL
<br />a
<br />A.S.D. DESIGN LOAD
<br />MAX"N PIINEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-0*
<br />> 44D PSF TO 50 PSF
<br />5'-2-
<br />> 50 PSF TO 60 PSF
<br />W-10:7
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE MMALE 0) OR PANEL MATE PLUS
<br />ANCHORS & W1 SV;W-tq& 1/2* O.C.
<br />MAXIMUM A.S.D. bESIGN PRESSURE RATING (1a.z.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL (1) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL(DINISTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P.-J.)
<br />MAXIMUM ANCHORS SPACING FOR MIN E.O. PER SCHEDULE BELOW
<br />APPLICABLE
<br />TO SECTIONS
<br />PANEL
<br />UDICT.
<br />v
<br />MAX. A.5,0.
<br />DESIGN
<br />PRESSURE
<br />PLAYING
<br />MA)MMUM ANCHM SPACING few LOW LO. PER GG+c"L BELOW
<br />APPUCABLE
<br />TV
<br />AMXIYtw
<br />LENGTH
<br />UPCOM I
<br />SOLID-SET.1�2
<br />I`EMALf ID
<br />PLUS
<br />ZAMAC-AMILIN
<br />CALL -IN
<br />tApCON 1
<br />souii-
<br />0
<br />PLUMS
<br />Mx -IN
<br />I TO
<br />To
<br />W
<br />OF D-It"
<br />or THEM
<br />+45. -45
<br />Olt•
<br />1.121s
<br />W
<br />13'
<br />13,
<br />1.'.
<br />is"
<br />13-
<br />Ir
<br />13*
<br />Ir
<br />13,
<br />13,
<br />Ir
<br />13r
<br />Ir
<br />I MP)
<br />OR
<br />LESS
<br />1
<br />+45. -45
<br />To
<br />'w'-ft
<br />13.
<br />lar
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />13"
<br />Ir
<br />1 13'
<br />Ir
<br />it 1/2,
<br />1 (w)
<br />5-
<br />OR
<br />LESS
<br />-
<br />13-
<br />13,
<br />13,
<br />Ir
<br />13-
<br />13"
<br />Ir
<br />117,
<br />13*
<br />13'
<br />Ir
<br />Ir
<br />I (BOTTOM)
<br />13'
<br />".
<br />Ir
<br />13'
<br />13"
<br />13'
<br />Ir
<br />13,
<br />Ir
<br />I W
<br />Ir
<br />is 1/2'
<br />1 (surrom),
<br />Ir
<br />IV
<br />I:r
<br />13,
<br />Ir
<br />13'
<br />'r
<br />Ir
<br />13,
<br />13'
<br />Ir
<br />13'
<br />2 MM
<br />Ir
<br />13*
<br />Ir
<br />13*
<br />13*
<br />Ir
<br />13"
<br />?3d_
<br />Ir
<br />Ir
<br />13.
<br />11 1/2.
<br />2 (w)
<br />IS-
<br />IS-
<br />Ir
<br />IY
<br />13-
<br />13-
<br />i2F
<br />13-
<br />13-
<br />IY
<br />13-
<br />If
<br />2 (BOTTOM)
<br />13"
<br />Ir
<br />13"
<br />Ir
<br />Ir
<br />Ir
<br />it
<br />13,
<br />Ir
<br />13*
<br />13'
<br />It 1/2'
<br />2 (BOTTOM)
<br />Ir
<br />Ir
<br />tr
<br />Ir
<br />Ir
<br />Ir
<br />13!
<br />: 13-
<br />13-
<br />13'
<br />'y
<br />13'
<br />A (TOP)
<br />ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />'r
<br />-i -11e
<br />13'
<br />-1/2-
<br />Ir
<br />Ir
<br />13-
<br />Ir
<br />11 1/2'
<br />3 (TOP)
<br />12 Ilr
<br />12
<br />12 1/2'
<br />6 1/4-
<br />6 1/4-
<br />12 1/2-12
<br />1/2'
<br />-
<br />-
<br />16 1/4,
<br />6
<br />12 1/2
<br />12 I/P
<br />a 1-17
<br />;-2
<br />12 1/27
<br />6 1/4*
<br />i Ile
<br />i (Bartow
<br />ir
<br />r
<br />r
<br />err
<br />Ir
<br />B,
<br />w
<br />.
<br />r
<br />S'
<br />7 1/2'
<br />-(w"01Q
<br />4 (TOPS
<br />5 I/r
<br />w
<br />IV
<br />a'
<br />S 1/2"
<br />r
<br />7 Ilr
<br />C
<br />S'
<br />4 Mai,
<br />Be,
<br />e
<br />-
<br />1.
<br />4 (ICTION)
<br />
<br />f3'
<br />-
<br />13*
<br />±:_
<br />-- - ---
<br />1:__
<br />- -
<br />- !'__
<br />- - -
<br />!:_
<br />-
<br />- -
<br />4
<br />Ir_
<br />13'
<br />Ir-.
<br />t3F
<br />13,-
<br />13,
<br />I
<br />!Y
<br />ur
<br />sffo-pi-
<br />IF
<br />'3
<br />t3'
<br />13-
<br />
<br />Ir•Ir
<br />13,
<br />13-
<br />-1�3
<br />1i;
<br />Ir
<br />--
<br />13;�
<br />----
<br />tr
<br />Ik
<br />IX
<br />--
<br />i I
<br />-
<br />s
<br />L(-Too
<br />_13
<br />Ir
<br />Ir
<br />IY
<br />Ir
<br />13-
<br />-
<br />13' -
<br />F13
<br />13"
<br />L7-1
<br />(BOTTOM)
<br />IT
<br />13-
<br />--
<br />s3r
<br />I 1- 1/2'
<br />5 WTO M)
<br />13*
<br />IY
<br />t3,
<br />13'
<br />Q'
<br />Ir
<br />11.
<br />---1
<br />.--
<br />13'
<br />-:--
<br />13'
<br />Ir
<br />IS 1/4"
<br />13'
<br />6 7/4"
<br />6 (TOP)
<br />6 (0077.-)
<br />IS
<br />IS'
<br />Ir
<br />13'
<br />13,
<br />jr
<br />Ir
<br />Ir
<br />13*
<br />11•
<br />Ir
<br />11 1/2'
<br />6 (10P)
<br />-
<br />G -1/4'
<br />-A
<br />6 1/4�
<br />6--
<br />1 1/1'
<br />-
<br />6 1/4'
<br />6 Ile
<br />6 1/4e*
<br />W
<br />i7/
<br />-
<br />5 1/4
<br />1/4-
<br />6 (Wrt.-I
<br />13-
<br />S'
<br />it
<br />10 f/2-
<br />137
<br />7-
<br />111-
<br />7 1/2
<br />1;
<br />5 1/2
<br />13*
<br />4 1/2"
<br />If LOP)
<br />TO
<br />14'-4'
<br />I
<br />Ir
<br />r
<br />Ir
<br />13'
<br />13'
<br />a 1/2'
<br />Ir
<br />& 1/2-
<br />1 1/2-
<br />6 1/2'
<br />Ir
<br />5 111rit
<br />0OP)
<br />�5'-r
<br />To
<br />9 .-G.
<br />I
<br />ir_
<br />13-
<br />13-
<br />tr
<br />9 1/2
<br />Ir
<br />12 1/2110
<br />1/2
<br />7 1/2
<br />Ir
<br />r
<br />It (BOTTOM)
<br />Ir
<br />I f
<br />7 Ilr
<br />tr
<br />13,
<br />13,
<br />to,
<br />13"
<br />to'
<br />•a,
<br />13,
<br />6 1/2 .
<br />I (BOTTOM)
<br />10 1/2-
<br />13-
<br />7-
<br />-4
<br />13-
<br />7-
<br />7 1/2
<br />5 1/2
<br />1 Y
<br />4 1/2*
<br />2 (TOP)
<br />1 3'
<br />13*
<br />Ir
<br />Ir
<br />13*
<br />13'
<br />a Ill'
<br />Ir
<br />IS 1/2'
<br />9 1/2'
<br />-
<br />4 1/2
<br />-
<br />13•
<br />5 3/2 •2
<br />(TOM
<br />_13
<br />_13�_
<br />13,
<br />Ir
<br />1 9
<br />'r
<br />1 2 1/2
<br />to 1/2
<br />7 7/2
<br />13•
<br />6 1/2'
<br />2 (BOTTOM)
<br />Ir
<br />7 1/2-
<br />13-
<br />113-
<br />13-
<br />to'
<br />13,
<br />to-
<br />it'
<br />•
<br />13"
<br />6 1/2'
<br />2 (BOTTOM)
<br />7-
<br />13-
<br />13*
<br />13,
<br />19 1/2
<br />10 1/2
<br />7 112
<br />'3*
<br />L/2
<br />3 crop)
<br />12F
<br />7 1/ r
<br />t3"
<br />III'
<br />Ir
<br />to'
<br />i3r
<br />ir
<br />11'
<br />1.
<br />[13
<br />Ir
<br />3
<br />6 1/2*
<br />3 CTOP)
<br />2 1/2'
<br />1�2 /21
<br />I
<br />"
<br />5 Ile
<br />6 1/4-32
<br />�!
<br />1/216
<br />1/4-
<br />-
<br />-
<br />6 1/4-
<br />-t
<br />6 1/4-3
<br />(BOTTOM)
<br />_
<br />12 In
<br />1/2'
<br />6 1/4'
<br />1 Ile
<br />12 1/2'12
<br />I/v
<br />a Ile
<br />s %/4-
<br />3 ii-oriom)
<br />-66p--
<br />- -
<br />5 1/2'
<br />7*
<br />3 1/2'
<br />r
<br />4*
<br />- 1/2'
<br />3*
<br />0 1/2'
<br />31
<br />- (TOP)
<br />1 1/2-
<br />3-
<br />r
<br />5.
<br />r
<br />4.
<br />a.
<br />4"
<br />jjj�!j
<br />1 1/2* 1 1/2*
<br />I Ile
<br />1 1/2*
<br />3-
<br />Ir
<br />5 1/2'
<br />-
<br />7 1/2-
<br />--
<br />4 (BOTTOM)
<br />•,
<br />8,
<br />5 !/2'
<br />-
<br />7 1/2'
<br />/,
<br />-
<br />4 (BOTYGM)
<br />-�-3�i';-
<br />-T3�-
<br />13-
<br />13'
<br />. 1/2'
<br />I
<br />13r
<br />19 1/2'
<br />10 1/2"
<br />7 1/
<br />w
<br />s (TOP)
<br />a Ilr
<br />is'
<br />13*
<br />Ir
<br />to-
<br />ir
<br />to,
<br />it*
<br />I w
<br />•It
<br />I /2�
<br />5�
<br />Ir
<br />13,
<br />13-
<br />it 1/2'
<br />_79-ro
<br />Ilr
<br />1/2
<br />7 /
<br />12F
<br />14 1/2'
<br />5 (BOTTOM)
<br />0 1/2'
<br />Ir
<br />13,
<br />Ir
<br />to*
<br />Ir
<br />to'
<br />It-
<br />1�2-
<br />i (Wrrom)
<br />3�;
<br />10 1/2'
<br />Ir
<br />7'
<br />Ir
<br />1/2,
<br />5 11
<br />is,
<br />1/2-16
<br />(1--
<br />r
<br />tr
<br />W
<br />i3l
<br />8 'IV
<br />IS'
<br />6 1/2'
<br />9 172-
<br />5
<br />If
<br />1 5 1/2-1
<br />CTOP)
<br />6 t/4*
<br />5 1/4"
<br />6 Ile
<br />It 1/4'
<br />-
<br />I
<br />I -
<br />•
<br />6 Ile
<br />8 1/4-
<br />5 1/4
<br />1/4
<br />-
<br />-
<br />16 1/4'
<br />16 1/4'14
<br />CSIOTTO-111
<br />SEE SW It "M ANIMONS TM Ar SPAC%c MR IMSTAUATKAS 000 01000 MAK BLMDM
<br />• WAWAIM MOM SPAENGS AM WMM HOOF. DISTANCE ARE INISCAM ON THIS SCHMAL AX1 to
<br />LESS THIN NOICATED 04 SDIENU ROM AMCNIX SPACING we WATVHVING SAOCM %am ON
<br />so"" BY THE TOLLOWNIQ FACTORS. FOR TOM OPIDS001111, TO K POSSIBLE REMNED SPACING
<br />DIRAMEE, MSS FA" SHILL Pa BE LESS TWA eel"Al WOW M00170 FOR EACelo ANDIOR TYPE
<br />OR no SCHEDIAX
<br />1/4*
<br />Ile,
<br />Ilel
<br />SCHN TYPE
<br />-12f I
<br />- --ft*
<br />-
<br />_
<br />wwmw AMONOR SPA0114 (1.)
<br />3
<br />3
<br />a
<br />111.
<br />a 1/7
<br />'
<br />3
<br />3 Ilr
<br />OWAM
<br />3
<br />, try
<br />3 I/r
<br />4
<br />AMM omm (M)
<br />FACTOR
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