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<br />CASE E (PLAN) CASE F (PLAN) FI DF :'w ' 0w2a TLrEm PK. 18. .
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<br />(VAUD ONLY FOR PANEL iQINSTALL.ATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MAX. A.5.0_'
<br />DESIGN
<br />PRESSURE DIRE
<br />RATING
<br />(V.a.#.)
<br />MAXIMUM ANCHORS SPACING FOR CD. a. AS SHOWN ON SHEETS a At 7
<br />APPLICABLE
<br />,
<br />& ANY
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<br />OF THEN
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<br />PANELMATE
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<br />13'
<br />3
<br />1
<br />13'
<br />1 3
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<br />MAX.P LENGTHS SPACER IS
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<br />MAX, A,S,D,
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<br />PANELMATE
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<br />' SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX PANEL (LENGTHS WHEN SPACER l5
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<br />16"
<br />di A
<br />A.S.D, DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-B"
<br />> 40 PSF TO 50 PSF
<br />6'-2"
<br />> SDPSF TO 60 PSF
<br />5'-IO" -..
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE �FEM,ALE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ (' 5PIQA7ENIq/iYJr')�" 9/2" O:C.
<br />_ T,r t:
<br />(VALID ONLY FOR PANELQ INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAX. A.S.D.
<br />MAXIMUM ANCHORS SPACING FOR MR E.D. PER SCHEDULE BELOW
<br />� PUCAeAi
<br />MAXIMUM
<br />MAX. AS.D.
<br />MAXIMUM ANCHORS SPACING FOR NON E.D. PER SCHEDULE BELOW
<br />APft'I�EE
<br />MAXIMUM
<br />DESIGN
<br />PRESSURE
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<br />PANE
<br />LENGTH
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<br />PRESSURE
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<br />PANEL
<br />LENGTH
<br />-L.
<br />TAFCON
<br />50UD-SET
<br />PANElEMTE
<br />FEMALE 16
<br />PANELMATE
<br />PLUS
<br />ZAAtAC-NNUN
<br />CALK -IN
<br />TAKEN
<br />SOUR -SET
<br />PANEi,MATE
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<br />PANELMATE
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<br />..
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