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END CLOSURES DETAILS FOR INSTALLATI9N IN POURED CONCRETE.
<br />CONCRETE BLOCK OR WOOD Sjj�UCTURES: VALID OR REGULAR. LIFE
<br />SAFETY & E-Z HANG STORM PANEL Cb SYSTEMS
<br />1 (
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<br />VARJIS I I • 7.„. �LW Y+ r r .Oei• 31. M-la gq y
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<br />CASE A PLAN) CASE B LAN) CASE C (pLAN) CASF,,,_D (PLAN)
<br />( (�_.
<br />SCALE ,/{". 1' SUtE ,/4'.1' SCALE ,/4'.1• SGLE t/4t,'
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<br />•'•ACEN ✓p VAUD FOR DIRECT MOUNT INSTALLATION ONLY k
<br />�.•--/ w«
<br />°F+� �1'' sf •':{ CE1TnF1ED PANEL NStA{UTDN AT WALLS W/
<br />g : N0. 44167 '; SURFACE LEVEL VMaATIONS WITHIN 3/4'
<br />* ; TB : • FLORIDA BUILDING CODE Men h YNOCII Nwrr)eons tons
<br />CASE E (PLAN) CASE F (PLAN) ; � Imo rmDo •° 24 GAGE CALVANRED STEEL STORM PANEL r'
<br />SCALE 1/4--l- SCALE,/a•.t' 'Tji3�%•'.,`ko 0�' :�40 _- OM61,eA
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<br />NsS. \ T E C O GLOBAL PROTECTION PRODUCTS. U. e2"„/°
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<br />! P%ww4 Ilr
<br />PE 4MJf mew.w m w� �"CMT0. II rA •• • 1 w �- MET P a n
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.l.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PAyI;,I,A+M INSTAUAI TIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL (Z)INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 5 & 7)
<br />IAAx. AS.O.
<br />DESIGN
<br />PROMRATING E
<br />(P.SJ-)
<br />MAXIMUM ANCHORS SPACING POI) E.D . AS SHOWN ON SHEETS 6 t 7
<br />APPLro1CIBLE
<br />WMI/dVt''
<br />OF THEM
<br />MA"
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<br />• SEE TABLE 01 FOR MAX.A.S.D. DESIGN LOADS t LAX. PANEL lENG1N4 WHEN
<br />SPACER 0 IS I
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET B
<br />1/4.0 TAPCON„
<br />ANCHOR All 9` G.C.
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<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURERATm
<br />(p.O.I.)
<br />MAXIMUM ANCHORS SWUNG FOR CO. . AS SHOWN ON SWEETS 6 At 7
<br />APPLICABLEMAXIMUM
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<br />k AT+'F
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<br />SEE TABLE #1 FOR MAX. A.S.O. DESIGN LOADS t kW. PANEL LENGTHS WHEN SPACER IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 21V ON SHEET 6
<br />r
<br />TABLE
<br />/1 e
<br />A.S.O. DESIGN LOW
<br />NMAXUAII PANEL
<br />LENGT
<br />40 PSF OR LESS
<br />61-a.
<br />> 40 PSF TO 50 PSF
<br />6'-2'
<br />> 50 PSF TO 60 PSF
<br />W-ID•
<br />e MAX. PANEL LENGTHS ARE ONI VALID FOR INSTALLATIONS
<br />W/ PANEL IRATE EPAALE 10 OR PANEL MATE PLUS
<br />ANCHORS t W/ PL(�.1paW .4L1/2' O.C.
<br />INSTSLLATION DETAILS FOR LIFE SAFETY PANEL 6)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />ptEP011RE0 )ANCHOR • 9 OC f C0 OeowcRcrc BLACK cDNCRETt BLOCS
<br />REDUMTO. 4. REpMNE1)
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<br />SEE ip9m Is k is IN ACHO15 TYPE a 7PADN0 rDR
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<br />MINIMAL ANCHOR VI COM AW AWS" ON DWMM
<br />ARE 10"= C•I TORS SDOML rpt co an TWA
<br />$a "= ON soap= mma HONOR 16A00 By
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<br />MAXIMUM A.S.D. DESIG RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACINO SCHEDULE
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<br />(VALID ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU 5. ON SHEETS 4 t 5)
<br />Wq. A.S.D.
<br />PRESSURE
<br />formb
<br />MAXIMUM ANCHORS SPNCINO FOR MIN CO. PER 9OIEDNL BELOW Ill
<br />APPLICABLE
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<br />DESIGN
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<br />TO =1DESIGN
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<br />SHEET NO.
<br />SH 1.4
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