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<br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE.
<br />" I
<br />i
<br />f,QN_QRETj_BL9CK_0R WOOD STRUCTURES: VALID FOR REGULAR. LIFE
<br />SAFETY & E-Z HANG STORM PANEL (It, SYSTEM
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<br />" 1. C[Rlifltl) PANEL INSTALLATION At WADS W1
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<br />r : No. 44167 ". zz
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (pad) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />REGULAREDUCE FOR STORM PANEL J) INSTAUATIONS INTO WOOD STRUCTURES
<br />(VALID ONLY FOR PANEL &INSTALIATIONS AS PER ALTERNATIVES IOU THRU 4W, ON SHEETS 6 & 7)
<br />MAX. AS D
<br />MAX164UM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7
<br />APPLICABLE
<br />MAXIMUM
<br />DESIGN
<br />"RESSURF
<br />70
<br />AL/71iLNATTWI
<br />PANEL
<br />I ARG?"
<br />I
<br />RATING
<br />TAPCON
<br />LAG SCREW
<br />I
<br />PANCILMATE
<br />PANELMATE
<br />PLUS
<br />I
<br />WOOD BLUSHING
<br />cgm& MY
<br />7''
<br />(PGA f )
<br />FEMALE it)
<br />-
<br />OrEIRADON
<br />THEM
<br />In ,
<br />ly
<br />_
<br />13,
<br />13 .
<br />L3,
<br />Ir . -
<br />I* i,T)- -
<br />- ,3,
<br />- - 13' - -
<br />- 1. �
<br />I'l-
<br />__ � � ..
<br />� � 13.
<br />.- -
<br />13'
<br />4 (BOI
<br />---.
<br />6 1/2.
<br />6 112'
<br />6 I12-
<br />-
<br />b1'2-
<br />-
<br />a I/?
<br />-_
<br />(TOP)
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<br />-
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<br />so (martum)
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<br />13'
<br />-
<br />13,
<br />-
<br />I-
<br />.w (lcr)
<br />14�. 45
<br />- -
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<br />'3'
<br />13*
<br />13*
<br />I
<br />I I'l .
<br />. BOTTOM
<br />4w (BOTTOM)
<br />I _.
<br />09
<br />LESS
<br />-
<br />7777
<br />-
<br />I '
<br />13
<br />.
<br />IT
<br />6 I /2*
<br />,w (top)
<br />- 1
<br />_ __
<br />3
<br />13"
<br />-
<br />13.
<br />13'
<br />'.
<br />,III wFirow)
<br />6 1/2'
<br />a I; '7 .
<br />a ii-
<br />6 1/2'
<br />S 112-
<br />2w (TOP)
<br />. - - I -
<br />. __ �_ .
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<br />17,
<br />A .
<br />W rfaf� -
<br />I
<br />is.
<br />. I
<br />- 3"
<br />13.
<br /> -
<br />13.
<br />A 112-
<br />_ - -_
<br />pw (WITOM)
<br />I
<br />I - SEE 1#1 FOR MAX..S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER " IS
<br />USED, I
<br />CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAK. A.S.D.
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHE 6 & 7
<br />AP"ru
<br />-F.-
<br />DIESQ4
<br />ALTERIAILTIVicii
<br />, I
<br />TAPCON
<br />LAG SCREW
<br />PANELMATE
<br />PAIRELMATE
<br />_
<br />I - BUS."NO
<br />PRESSURE
<br />RATING
<br />=1.
<br />tz,
<br />1L*
<br />I
<br />(pe - )
<br />FEMALE ,D
<br />PLUS
<br />Of I.ru
<br />(w)
<br />,3.
<br />13,
<br />'31
<br />Is'--
<br />13'
<br />,ft (TOP)
<br />-
<br />13- *
<br />13-
<br />-
<br />,z.
<br />I -
<br />,3,
<br />- - 1.
<br />1.
<br />-
<br />Ivr (W)rlom)
<br />6 ,/2-
<br />- - 1. I
<br />a 1/2.
<br />-.1 . -_
<br />4 ,/2.
<br />_ _ .
<br />a ,"-
<br />--- - - - , -
<br />6 112'
<br />- ___ _
<br />N (TOP)
<br />-
<br />� - - -
<br />6 1/4-
<br />12 1/2-
<br />- 6 I/ _
<br />.-
<br />ze, (Bon.-)
<br />5 -a'
<br />7'
<br />- -
<br />,
<br />� I/ . 2.
<br />a'
<br />a'
<br />I -
<br />SIX (TOP)
<br />OR
<br />LESS
<br />, t/2-
<br />0.
<br />6 .
<br />B .
<br />-
<br />3w 1BOT7060)
<br />13'
<br />0,
<br />,3.
<br />13-
<br />,j-
<br />.
<br />4" (top)
<br />I
<br />..43 -43
<br />,l.
<br />1.1,
<br />13-
<br />. 13,
<br />� .
<br />13,
<br />441 (WTTOW)
<br />.
<br />b
<br />,w (TOP)
<br />13'
<br />I
<br />13'
<br />6- I/.-
<br />. (s.6iFom)
<br />- -
<br />6 , /2 .
<br />-
<br />6 112'
<br />- -
<br />a 1/2*
<br />- -13' - -
<br />S ,/2'
<br />6 Vv
<br />�� o-op) - -
<br />I __ , -
<br />�
<br />I
<br />-
<br />____ - -,
<br />6 ,/A-
<br />__ - ,- � I 11-1
<br />12 ,12*
<br />__ -
<br />6 I/.-
<br />____ . ,
<br />2w (lion -)
<br />>V-0,
<br />. __
<br />112-
<br />5.
<br />? 112-
<br />I- 7 1 /Z'
<br />-
<br />-
<br />JIN CtOit�l
<br />I . 10 .
<br />13'
<br />1 12'
<br />13 �
<br />- 's-
<br />5 I- 112' 1
<br />i-(TOP)
<br />1 ,3.
<br />1 IS.
<br />1 13-
<br />1 '3' j
<br />10.
<br />I-
<br />4w (BOTTOM)
<br />- SEE TABLE #1 FOR LIAR. A.S.D. DESIGN LOADS & M. PANEL LENGTHS A HEN SPACER � IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6
<br />MAEAL
<br />a
<br />A.S.D. OEM LOAD
<br />MAMMUM PANEI.
<br />LENGTH
<br />40 PSF OR LESS
<br />W-8,
<br />> 40 PSF TO 50 PSF
<br />6'-2'
<br />1 > 50 PST TO 60 PST
<br />5'- 1 O'
<br />6 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE AMALLE 10 OR PANEL MATE PLUS
<br />ANCHORS & W1 Q9q St,*,QMI*Tu4/2- O.C.
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<br />rl*IA- CONAIRA,F, `NKIC 5 11 Saw
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<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1)
<br />INTO POURED- CONCREM-OR_CONCRETE BLOCK STRUCTURES
<br />,/,-, Twc R VX"W, POURED ,/". 1AIrm EXISTING, POURED
<br />ANCHOR
<br />0 go 0 , (!ORCRETE on
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL Cf." INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURE
<br />(VALID ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
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<br />SEE SHEET 11 FOR ANCHM TYPE III SFACRWI FOR VISTRUAINNOS INTO WOOD 11AMIX WUPO
<br />A` LIAAIALAAA ANCHOR SWRAIII AND IANNMUFA EDGE DISTANCE ME ININCALTED ON INNS SCHEDULE FOR "
<br />L(SS It" INORATO ON RIDTIlo" REDUCE ANI SPAPRO W WATIFIVIAM SPACING VOn
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<br />011FLAINED U!ANc FACT"' SnNU. NOT BE LESS TRAN RPARUV SPACING INDcALMO FOR Mt, ANCHOR/ TYPE
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<br />-VALID
<br />I- DESIGN LOADS& MAX PANEL WHEN SPACER " ISS USED.
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