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<br />END CLOSURES DET&ILS EQR IN5TALLATION IN POURED CONC REIE.
<br />CONCRETE BLOCK OR WOOD 5TRUCTURES: YALID FQR REQULAR, LIFE
<br />SAEETY & E-Z HANG STORM PANEL (1_),5Y5TEMS
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<br />'. s CERTIFIED PANEL INSTALLATION AT WALLS W/
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<br />= . No. 44167 -. s SURTACE LEVEL VARIATIONS WITHIN 3/4-
<br />11
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<br />'... � 11 Iz , - vingto Tknm RIC. 24 GAGE GALVANIZED STEEL STORM PANEL 11.
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<br />MAX. A_S 0.
<br />MAXIMUM ANCHOR$ SPACING FOR ED, � AS SHOWN ON SHEETS 6 A 7
<br />AP14rLE
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<br />PRESSURE
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<br />RAPITION
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<br />LAG SCREW
<br />PANELMATE
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<br />TOOLE ID
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<br />5 2�
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<br />ISEE TABLE #1 FOR MAX. A.5.D. OESrA LOADS & MAX. PANEL LENGTHS WHEN SPACER P IS
<br />* USED, 0ORRESPONi ONLY TO ALTERNATE 2W ON SHEET 6 1
<br />MO A.S.D.
<br />-
<br />MAXIMILIM ANCHORS SPA41K FOR E�D. - AS SHOWN ON S+ME7S"_7____
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<br />LAC SCREW
<br />PANELLIATE
<br />___
<br />RANEIAIATF
<br />,-
<br />WOOD RUSHING
<br />PRESSURE
<br />PA71N
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<br />&4,�,"jo,
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<br />17
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<br />FEMALE TO
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<br />13"
<br />13'
<br />L3L
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<br />6 ,/2-
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<br />6 t/4'
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<br />12 T,/2-
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<br />12,
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<br />13
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<br />ISEE TABLE #1 FOR MAX. ALS.D. MIGN LOADS & MAX- PANEL LENGTHS MEN SPACER 0 IS
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<br />TABI F
<br />&I A
<br />A,S.0, OE" LOAD
<br />MAXIMUM PAUM
<br />UNM
<br />40 PSF OR LESS
<br />6'-B'
<br />> 40 PSF To 50 PSF
<br />- I
<br />61-2.
<br />I> 50 PSF TO SO PSF
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<br />a MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE X,,ALE ID OR PANEL MATE PLUS
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