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END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE,
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VAUD R REGULAR, ILIFE
<br />SAFETY & E-Z HANG STORM PANEL (1) SYSTEMS
<br />I
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<br />SCALE SCALE 1/4--1- SCALE 1/4*-1' SCALE
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<br />(NN. Fmma, CONCRETE FWM 11GOVARED AS APPUCOS
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<br />3rE V" FOR DOW MOW INSTALLATION ONLY do
<br />E
<br />CEWTIFU PRIM INSTALLATION AT WALLS W/
<br />44 1j8 7 SURFACE LEM WAC04 WITHIN 3/4-
<br />No. 44167
<br />FLORIDA BULOW CODE (lion High Vwelowdt�y NwwU "a Zom)
<br />CASE E (PLANJ CASE IF (PLAN) bTATE OF few AmmO AL 24 GAGE CALVIN= STEEL STONNI PANEL oom an
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<br />Smy Ile -I* SCALE 1/4'-'
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<br />(VAUD ONLY FOR PANEL (DINSIALLATIONS AS PER ALTERNATWES IW THRU 4W. ON SHEETS 8 7)
<br />I". ALS. .
<br />DESIGNO
<br />PRIVISCIRE
<br />RATING
<br />(PAS.)
<br />MANIMIN ANCHORS SIVACINS MR LO, - AS SHOWN ON SHEETS 11 Al I
<br />APPUCAIKE
<br />TO
<br />Go ANY
<br />OF THEM
<br />MLVNW
<br />PANEL
<br />LENGTH
<br />IV
<br />TAPOON
<br />LAO SOM
<br />PANELMATE
<br />FEMALE 6
<br />PANSAMTE
<br />PLUS
<br />BUSHING;
<br />13'
<br />1 r
<br />13'
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<br />IT
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<br />is OMPMO
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<br />OR
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<br />13"
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<br />13"
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<br />13"
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<br />(TOP)
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<br />WHIEN SPACER IS
<br />SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOAM MAK PANEL LENGTHS
<br />USED. COMIESPONDING 00LY TO, ALTEIMM 2W ON SHEET 6
<br />IZMIR
<br />MX, AS.D.
<br />DOWN
<br />PRIDISURE
<br />RATING
<br />MARGIUM ANCHORS; SPACING FOR CO. AS SHOWN ON SHEETS 6 A 7
<br />ALTURIOM
<br />A"-
<br />OF YM
<br />PANEL
<br />LEWL
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<br />SEE TABLE #1 FOR MAX ALSO. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPAM IS
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<br />TAKE
<br />J1 A
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<br />31 I�A
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND COPMESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANIELWINSTM=1011VIS INTO CONCRIM & CONCRETE BLOCK STRUCTURES
<br />(VAUO ONLY FOR PANEL(!) INSTALLATIONS AS PER SEMM I TMRU IS, ON SHEETS 4 k 5)
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