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<br />SCALE 1/4•.1' SCALE 1/4•-1• SCALE 1/4•-1• SCALE 1/4--1-
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<br />'• ` A'� ^f` 'VCEN '•' VAA FOR DIRECT MOUNr VISTA"TON ONLY t
<br />•'. CERTIFIED PANEL INs1ALLAT,ON AT WALLS W/
<br />No. 44187 SURFACE LEVEL VACATIONS WITHIN 3/4-
<br />* * e * nORIDA BUILDING CODE Men NI h VMmIty NUrrloeno
<br />CASE E (PLJ►N) CASE F (PLAN)
<br />SCALE ,/s•-I• SCALE I/4•-l• F 4 : NtlaP ATIN64a 24 BADE BALVAMZED STEER STORM PALISH OMEN
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<br />'
<br />(Pe.IJ
<br />MAXIMUM ANCHORS SgNO FOR E.D. - AS SHOWN ON SI KETS 6 k 7
<br />APPLICABLE
<br />Amwarm
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<br />OF THIN
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<br />PAIIL
<br />mm
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<br />FEMALE O
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<br />13,
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<br />6 I/r
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<br />a In.
<br />lTOP1
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<br />12 1n•
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<br />Ir
<br />13•
<br />IF
<br />13'
<br />1r
<br />• T
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<br />13•
<br />IV
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<br />IR (SOMM)
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<br />1 1/2'
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<br />a 1/2'
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<br />12 1/2'
<br />a 1/4•
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<br />• SEE TABLE /1 FOR W)L A.S.D. DESIGN LOADS t WX. PANEL LENGTHS WHEW SPACER 0 IS I
<br />USED, CORRESPONDING ONLY TO ALTERNATE 20ON SHEET 6
<br />1/4.0. TAK
<br />ANCHOR •
<br />V MM
<br />ANCHOR • 12
<br />MAX. A.S.D.
<br />DOM
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<br />TO
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<br />ES THIM
<br />rAIOMN
<br />PA14
<br />v
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<br />Ir
<br />13•
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<br />11/r
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<br />a in•
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<br />-
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<br />12 1/2'
<br />a 1/4'
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<br />r
<br />7 1/2•
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<br />13•
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<br />10•
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<br />6 In•
<br />(I"
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<br />-
<br />4 1/4-
<br />12 1/2•
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<br />4 1/2"
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<br />7 t/2•
<br />7 1n'
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<br />• SEE TABLE /1 FOR MIN(. ASA DESIGN LOADS 11 MAX. PANEL LENGTHS WHEN SPACER @ IS
<br />USED, tO SPONON4G ONLY TO ALTERNATE 2YF ON SHEET 6
<br />AI8IL.AL
<br />s
<br />ASA. OElION 1011E
<br />IJ:IIQINPAiEL
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<br />r-2-
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<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR NWALLATNONS
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<br />MAXIMUM A.S.D. Dii;SIGN PRESSURE RATING (D_a.A.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
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