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END CLQSURES DETAILS FOR INSTALLATION IN POURED CONCRETE,.
<br />CONCRETE _ B QCK OR WOOD STRUQTURES: VALID , QQ _REQUINAH, _LIFE
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<br />- •- ILO. 44167 SASACE LEVEL VARIATIONS WTT',M _"/4.
<br />tt? FLORIDA BUILDING CODE (Mcn High Velocity Hurricone Z..*)
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING s f LAND CORFE4pQNDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL J) INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL ))INSTALLATIONS AS PER ALTERNATIVES IJV TNRU 49y, ON SHEETS 6 do 7)
<br />101A A.S.D.
<br />MAX8IUM ANCHORS SPACING FOR E.D. • AS SHOWN ON SHEETS 6 A T
<br />APPuTr4
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<br />PANEL
<br />TA900N
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<br />• SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS At MAIL PANEL LENGTHS WHE'II SPACER 15 • SEE TABLE /1 FOR WAX. A5.0. DESIGN WPM & MAX. PANEL LENGTHS WHEN SPACER ig i5
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<br />TABLE si a,
<br />A.S.O. DESIGN LOAD )'Eft)M PANEL,
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<br />MAXIMUM A.S.D. DESIGN -PRESSURE RATING (p.s,f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
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