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<br />.• No. 14167 =
<br />SURFACE LEVEL VARIATIONS WITHIN 1/4-
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<br />SrIJEnw E cOR aEruLAR STORM PANEL ]a INSTALLATIONS INTO WOOD STRUCTURES
<br />(VALID ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATIVES iW THRU 4W, ON SHEETS 6 h 7)
<br />MAX. ASD
<br />MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 i 7
<br />111'11ABLE
<br />MAXIMUM
<br />DESIGN
<br />70
<br />TFNNA
<br />PANEL
<br />TATN;ON
<br />LAG SCREW
<br />PAMALr
<br />-'-
<br />PANEUS
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<br />PRESSURE
<br />DATING
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<br />CpMINNATION
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<br />.HALE ro
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<br />11-
<br />13'
<br />,!'
<br />13'
<br />,w (TOP)
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<br />-13 ...
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<br />- __ii
<br />5 1/2'
<br />._.
<br />1.p
<br />_ _.
<br />6 1/2-
<br />..
<br />5 1/7'
<br />..-
<br />6 '/7'
<br />_
<br />(TOP)
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<br />- 12 I/I ..
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<br />13'
<br />-
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<br />-
<br />a ,/7'
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<br />13'
<br />I]'
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<br />8.
<br />IW (BOTTOM]
<br />6 1/2-
<br />-6 '/2
<br />6 1/2'
<br />6 1/2-
<br />6 /7'
<br />ROP)
<br />e 1 1 -
<br />/
<br />- ,7 t xL
<br />/
<br />a / 4'
<br />( sorr
<br />4 ,/2'
<br />4-
<br />6 1/1
<br />6 1/2'
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<br />14'-4'
<br />4 t/7'
<br />♦ '/•'
<br />7
<br />_ 7
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<br />9 1/2•
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<br />,3'
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<br />'J'
<br />6 1/2'
<br />(BOiIOM)
<br />• SEE TABLE /1 FOR MAX AS.D. DESIGN LOADS h MAX PANEL LENC. HS WHEN SPACER 1,03 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAN ASD
<br />MAXIMUM ANCHORS SPACING FOR GD - AS SHOWN ON SHEETS 6 At 7
<br />APPLIC411L[
<br />MAXWUM
<br />DESIGN
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<br />TETe4LTNC'
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<br />PANEL
<br />YWCON
<br />LAG SCREW
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<br />P ANELMIAiE
<br />IY000 BUSSING
<br />PRESSURE
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<br />COIBRNTION
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<br />12'
<br />i3- -
<br />,3 -
<br />5 1/2"
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<br />SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS h MAX PANEL LENGTHS WHEN SPACER AN IS
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<br />TM LEJI
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<br />MAX1M1111 PAM!
<br />LENGTH
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<br />6'-2'
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<br />6 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
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<br />MAX. AS.D
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<br />A.S.O. DESIGN LOAD
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