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<br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE.
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE
<br />SAFETY & E-Z HANG STORM PANEL M SYSTEMS
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<br />CASE A (PLAN) CASE B (PLAN_) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4•-1• SAME 1/4--1• WALE 1/4•-1" SCALE 1/4--,-
<br />SOUD-1111 ON CALK-0
<br />PAMMAWE
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<br />'`�CEM
<br />w •• °G �: " '• VALID FOR DIRECT MOUNT INSTALLATION ONLY t
<br />''.
<br />• CYRTIFED PANEL INSTALLATION AT WALLS W/
<br />No. 44167 SURFACE LEM VMIA110NS WIMM 3/4-
<br />i1 FLORIDA BUILDING CODE Non Vfbe mutTkane Zone
<br />CASE E (PLAN) CASE F (PUN) .9m6 rieDA .O N.
<br />24 DACE GMVAIR2ED STEEL STORM PANEL pYw M,
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<br />0K1M m. IN
<br />1 t eWn s V n
<br />(VAUD ONLY FOR PANEL 1QINSTALLATIOi4S AS PER ALTERNATMM I THRU 4W ON SHEETS 6 A 7)
<br />YAI. Aa.D.
<br />DESON
<br />P1 uE
<br />MAXMI M ANCHORS SPACM FOR LO. - AS SHOWN ON DEWS e t 7
<br />APKIIA A
<br />TO
<br />! ANr
<br />OF THEM
<br />WXWjM
<br />PANEL
<br />LENtf•IN
<br />(R.)
<br />TAPCON
<br />IAO SCREW
<br />PNKL3MTE
<br />FDAAIE D
<br />/ANELNATE
<br />PLUS
<br />WODO 6USNNC
<br />or
<br />IF
<br />13•
<br />13'
<br />IF
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<br />13•
<br />IF
<br />1r
<br />13•
<br />Is,
<br />Ir (sOnow
<br />e 1/2'
<br />6 1/2•
<br />6 1/r
<br />6 lIr
<br />a 1/2•
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<br />-
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<br />12 1/2•
<br />6 1/4•
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<br />6 In•
<br />4 1/2•
<br />a 1/2'
<br />6 1/2•
<br />9 1/2•
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<br />-
<br />a I/4•
<br />12 1/2'
<br />a I/4•
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<br />w-P
<br />4 1/2•
<br />4'
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<br />9 lIr
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<br />• SEE TABLE %1 FOR WX A.S.O. DESIGN LOOM A WX PANEL LENGTHS WREN SPACER 5
<br />USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />/sv TAn
<br />ANCHOR t
<br />1/4•P MNELW
<br />ANCHOR t 12
<br />MAX, A.SA.
<br />OEM
<br />PRESSURERATING
<br />'MINIM ANCHORS SPACING FOR LD. - AS SHOW am DEER 6 t 7
<br />APPl1C161E
<br />W
<br />tt ANT
<br />of THU
<br />uAIRRM
<br />i1ME1
<br />IDIOM
<br />(it)
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<br />13•
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<br />IF
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<br />6 1/2'
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<br />13•
<br />6 1/4•
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<br />a 1/2'
<br />0 1/2•
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<br />6 1/2-
<br />6 1/2'
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<br />a 1/4•TO
<br />(mart•)
<br />41/2•
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<br />7 1/1'
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<br />(e0110M)
<br />• SEE TABLE /1 FOR MAX. A.S.D. DESIGN L(NCS Ar MAX, PANEL LENGTHS WHEN SPACER f5
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON 94EET 6
<br />IMULA
<br />A".OE91011 LARD
<br />INANBM
<br />LJ7NQTN��
<br />40 PSF OR LESS
<br />6'-6'
<br />> 110 PW TO 50 PSF
<br />W-2'
<br />> 50 PSF TO 60 PSF
<br />5'-10,
<br />A MAX. PANEL. LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE,�'�'E 1) OR PANEL MATE PLUS
<br />ANCFIORS t W/`H:7'saflFMtft4tiF1L 1/2. O.C.
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL C )
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />pp11SS11NNpO rouMEo 1/4'P TAPCON_Teso PolM
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<br />SCALE 3/8-1-
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<br />MAXIMUM A.S.0 DESIGN PREZURE RATI (St. -f AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />(VAUD ONLY FOR PANEL 01 INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 t 5)
<br />MAX. A3LD.
<br />PR°L4.ME
<br />RATINGt
<br />MANNIM ANIMMORS 11PRCMD FOR III LO PER SCHIJXILE BELOW lot
<br />AMMAILE
<br />YAOWY
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<br />13'
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<br />W/ SOLID SET ANCHORS A W// SPIER AT 12 1/2• D.C.
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<br />_.-.� ON SHEET 12)
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<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.
<br />DESIGN PRESSURE RATINGS (p.af) AND PANEL
<br />LENGTHS AS PER ELEVATION ON SHEET 12.
<br />2. FOR NEW W0o0 FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
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<br />SHEET NO.
<br />S H 1.4
<br />
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