|
OR GUICH an 2, m r . 4Ir 3105 14- 14 gp.
<br />rme W= FROW 403-To ALLOW OW.SAAK
<br />MAKE: wormigs . 3/4-
<br />2 11r TAPOON 0 ot�
<br />2 1/r
<br />r ' 4r�, ALLQW' -"o 0
<br />vouno OONCRM CON"111-
<br />01.1104 OR rc WOOD Fmw i A/0'C'MIN, 311r`�.r*
<br />"e QAP
<br />RLOMWIm (A
<br />"alum L-4 R(j mar AwAm I 'le CAP
<br />Too
<br />r . :2*. AW III LOOK UMNION
<br />A , S. iw
<br />Ir NO. w< 1. AUAL a Oil
<br />. g i: =2' 31' AW54
<br />ALARL moo!- "w" am
<br />I'' Kamm
<br />31011-6114 1 -(i 7
<br />IM-TO ALLOW 2 1/2*
<br />cm. 1/4
<br />-- - - - - - m- GAP
<br />1/4-0
<br />So or ttl- ALLOW
<br />W/4,DW C.61t Aow NxLr.
<br />CASE A (PLAN) CASE I (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4--l' SCALE 1/4'-1' SCALE 1/4'.1* SCALE 1/4--1-
<br />P7O1U4N1 moWOBLOCK OR comcmm
<br />aW
<br />SsOUD-W)
<br />at CALK-0
<br />Pam 000mcouk_VW A1 *uwt
<br />Comm q sNmI ; n or we" omFin o
<br />.
<br />ovERLM.nD MWA MPAKD -2 4Pat4m 11
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<br />1-4 (D OR® zmmsew wmmn'ema a
<br />r �D mm crno PAE) to
<br />1XITANCE
<br />am CASE 0 (PLAN)
<br />ag'w- .......... WALE 1/4•l-
<br />. VALID FOR DOW MOUNT INSTALLATION ONLY At
<br />%AE COMM PANEL *SVUATM AT WALLS W/
<br />No. 44161 SURFACE LEVEL WM71M WITHIN 3/4-
<br />FLORIDA BULLRING CODE (Men High wkwolfy Hurfto
<br />CASE E (PLAN) CASE F (PLAN)
<br />24 am wv&wm mu um 0-ma oR
<br />SCALE DRIP
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL MINSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER ALTERMT!VES 1W THRU 4W. ON SHEETS 6 & 7)
<br />MAX. A.S.O.moom
<br />DESION
<br />Potn$M
<br />RATING
<br />ANCHOR& SPACING 1`01111 ILD. - AS SHOWN ON IHEETS 6 So 7
<br />0111�0
<br />M300vam
<br />=
<br />or Two
<br />PANEL
<br />LENGTH
<br />*v
<br />(110
<br />INtm
<br />to
<br />Pule
<br />WOOD am"
<br />or
<br />or
<br />Or
<br />13*
<br />Ir
<br />10
<br />13'
<br />or
<br />Ir
<br />Ir
<br />or
<br />IS (wm"
<br />4 11r
<br />6 113r •a
<br />fIr
<br />a Ile
<br />6 I/r
<br />1W m
<br />Bole
<br />12 Vr
<br />Sole
<br />mw.-)
<br />W-47,
<br />an
<br />r
<br />a'
<br />LESS
<br />r
<br />311 imanuo
<br />130
<br />43'
<br />Ir
<br />13;
<br />or
<br />+V�
<br />LESS
<br />13,
<br />1
<br />ir
<br />or
<br />or
<br />oo"w4
<br />or
<br />Ir
<br />13'
<br />or
<br />8172.
<br />• (TOP)
<br />ir
<br />or
<br />Ir
<br />13'
<br />9*
<br />1D (MMM)
<br />61/2-
<br />61/2-
<br />• !A.
<br />a 11r
<br /># 1/2-
<br />cim
<br />I/e
<br />121/2,
<br />TO
<br />41/2-
<br />4-
<br />SI/2-
<br />61/2-
<br />4 1/2*
<br />4 1/2'
<br />r
<br />r
<br />to 11r
<br />9 Itr
<br />12,
<br />12'
<br />MP)
<br />ir
<br />or
<br />Or
<br />13,
<br />(martom)
<br />• SEE TAKE 01 FOR-011111"M CUM LOAM & MAX PANEL LENGTHS WHEN SPACER" IS
<br />USED. CORRESPONDING ONLY TO ALTERNATE 2W ON 94EU 6
<br />1/4-0 TASK
<br />ANCHOR 0
<br />Commumm
<br />,140
<br />MAX. AM
<br />DOM
<br />PRESSURE
<br />RXIMIC
<br />MkV" ANCHORS SPACING MR CAL - AS SHOWN ON IIEFT6 6 & 7
<br />APPLICABLE
<br />To
<br />ALTONOW
<br />A=
<br />or THIDW!
<br />yaWWIN
<br />040111
<br />LDc'H
<br />IV
<br />00
<br />TAPOON
<br />1.04 SCREW
<br />PANE311013E
<br />FION" ID
<br />PANEUIWE
<br />PLUS
<br />WOOD ousi"
<br />Ir
<br />,r
<br />Ir
<br />13'
<br />Ir
<br />lwm
<br />Ir
<br />Ir
<br />Ir
<br />or
<br />r
<br />10 (wiffom)
<br />11r
<br />a 11r
<br />a 1/21
<br />9 11r
<br />(1019
<br />-
<br />Bole
<br />12 1/2-
<br />Sole
<br />r-v
<br />7 1/2*
<br />r
<br />er
<br />an
<br />LESS
<br />7 JIr
<br />a"
<br />Ir
<br />r
<br />Sw (woomm)
<br />Or
<br />13,
<br />Ir
<br />Or
<br />13,
<br />(1011
<br />-48
<br />TO
<br />75-78
<br />Or
<br />Or
<br />13,
<br />(WM)M)
<br />or
<br />or
<br />Ir
<br />Ir
<br />1.
<br />ON (top)
<br />Ir
<br />or
<br />Ir
<br />13"
<br />61/401
<br />IV munw)
<br />a 1/2-
<br />6 Ilr
<br />a j1r
<br />a 112•
<br />41/2-
<br />01"
<br />0
<br />1
<br />6 1/4"
<br />-121/2'
<br />A Ile
<br />wff�-)
<br />To
<br />7 11r
<br />fM
<br />51/2'
<br />r
<br />r
<br />WON)
<br />12"
<br />!3'
<br />13'
<br />51/2-
<br />mm
<br />fY
<br />Ir
<br />I r
<br />f
<br />I,
<br />DOOSTOM)
<br />(am -)I
<br />I
<br />• SEE TABLE #1 FOR MM. A.S.D. DESIGN 100�& NIX. POINIEL LENGTHS WHEN SPACER 0 ISI
<br />USED. CORRESPONDING ONLY TO ALTUIPIAM 2W ON SHEET 6
<br />zu"
<br />P.&D. DEaIOPN LOAD
<br />WAVOM MM
<br />UNIM
<br />40 PSF OR LESS
<br />W-a"
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />W-10" -j
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE _FpAALE 0 OR PANEL MATE PLUS
<br />ANCHORS & W/ ?_VW f•.N4 1/2' D.C.
<br />,INSTALLATION DETAILS FOR UFE SAFETY PANEL
<br />JYTO POUKEI-MYCIPTE 01t- COYCI?XF-W, LK STRUCTURES
<br />IL
<br />sm 11an is 6 If Rw #JCNM "K a wwm FOR
<br />OVALL~ 111110 wm PA" KILOOM
<br />womm ANCHM VACON " ~- Im OWN=
<br />ART OOOM ON INS SDO"L NOR EA &M IWAN
<br />I 1 11 ON =dV" mm no" 11 Comoo BY
<br />MwrLwo WACO sew IN somm of THE
<br />FOUMN 0119%fte. IN M - SI 1 -70 K POMM"
<br />NMXM SPACNI ODUPO ~ PWO SNAILL NOT K
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<br />I/e.
<br />AIOs im
<br />-
<br />Tom
<br />mommum. mem" WNW 00
<br />3'/S
<br />IN
<br />tr
<br />-
<br />3
<br />(VALID ONLY FOR PANEL (1) INSTALLATIONS AS PER SECTIONS I TMRU 6. ON SHEETS 4 & 5)
<br />MAX. A3L0.
<br />OEM
<br />PRESSURE
<br />PATING,
<br />(P-0-0
<br />VAXUM MOSCOW WV=G MR WIN LO. M $04MRE 911.00 OF
<br />APPLIC1411.1
<br />O'C"BUT
<br />own"
<br />MAIWAIM
<br />=
<br />T
<br />00
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<br />RATING
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<br />APPLICABLE
<br />31C11ON1
<br />PAND.
<br />LOOM
<br />INACON
<br />SMA�-KY
<br />FW.E
<br />0
<br />1100111M.11111101
<br />Pin
<br />ZOMC-OOLIN
<br />J"
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<br />IAPOON
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<br />mutdc
<br />So
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<br />VMAC-KUM
<br />ON
<br />CAIX-91
<br />7:wn"
<br />10
<br />-m-
<br />To
<br />- 10
<br />v
<br />Aw
<br />Wit
<br />OF INN
<br />6�:
<br />AM
<br />9&
<br />-.16m;
<br />To
<br />OF THEN
<br />#45,
<br />opt
<br />In$
<br />Ir
<br />or
<br />Or
<br />or
<br />or
<br />or
<br />or
<br />Ir
<br />P131
<br />Ir
<br />or
<br />I (mn
<br />+w -as
<br />Ir
<br />Ir
<br />Or
<br />or
<br />Ir
<br />or
<br />Ir
<br />Ir
<br />or
<br />Or
<br />Ir
<br />11 1
<br />1 (mm
<br />on
<br />tin
<br />or
<br />or
<br />Ir
<br />Ir
<br />or
<br />Ir
<br />or
<br />or
<br />or
<br />-13'
<br />or
<br />or
<br />Ir
<br />I (WrMM)
<br />or
<br />or
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />or
<br />or
<br />Ir
<br />-ir
<br />Ir
<br />11 1/2
<br />1 (ODnw)
<br />or
<br />or
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<br />Ir
<br />Ir
<br />Ir
<br />Or
<br />Ir
<br />13-
<br />or
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<br />2
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<br />or
<br />or
<br />13'
<br />or
<br />Or
<br />13--
<br />I "IS
<br />11 1/2
<br />2 (TOP)
<br />or
<br />13,
<br />13,
<br />1 r
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<br />Ir
<br />Or
<br />13'
<br />13'
<br />or
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<br />13"
<br />2 (Wrm)-
<br />or
<br />or
<br />- or
<br />or
<br />or
<br />or
<br />Or
<br />or
<br />or
<br />or
<br />Ir
<br />111/2
<br />2 (11011116)
<br />or
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<br />I Ir
<br />13,
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<br />or
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<br />or
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<br />or
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<br />Ir
<br />Ir
<br />11 1/2
<br />3 MOO)
<br />-
<br />12 Iff
<br />12 1/2-
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<br />6 114-
<br />P2 1/2
<br />12 1/2'
<br />-
<br />-
<br />61/4•
<br />1 Ile
<br />a (Barm)
<br />-
<br />-
<br />a In
<br />12 1/2'
<br />6 1/e
<br />4 1/4'
<br />32 11r
<br />12 1/2-
<br />81/4'
<br />411/4'
<br />3 ONXW
<br />r
<br />r
<br />r
<br />B-
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<br />OTI
<br />7 11r
<br />4 (TOP)
<br />w
<br />to I
<br />61/2-
<br />41'
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<br />7 11r
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<br />4 mp)
<br />r
<br />-
<br />r
<br />-
<br />-
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<br />or
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<br />it i/i
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<br />$1/4-
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<br />61/4-
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<br />or
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<br />.91/2
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<br />10 1/2
<br />7 1/2
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<br />7 112'
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<br />10'
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