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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 (f) SYSTEM
<br />'41 1
<br />11
<br />1'1� 1� :
<br />�!,� . -J - -�
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<br />" S* St. W. L .Am 0. ALUM ARM OR
<br />,
<br />.. , III - 4. Me' 3105 4154 SHCEI POLIfto CONCRETE. CONCRI'm
<br />r x . . , 4 71-T :_. ,N11 METAL ALUN IMENT PLATE . " OL= 2'.4' Woon rKAME
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<br />SCALE 1/4--l' SCALE I/e.l. VALE 1/4-W SCALE 1/4--l-
<br />-- SCUD-917 OR CALK-01
<br />L'� I 00 OCO PAMLLMAIX
<br />I I f�
<br />11 ) 'a 4) .0 OR ASUDON W= At
<br />- S =&CENAQARTE� irING �%*,, 0 AM
<br />11
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<br />r.. I L , KI%R I \ OR 2N4' WOW som a, CFO"
<br />- (MIX PAWL , mz= --�� .YAKS rRAW emoLo" Ad APPUCMNJ w a 'I)
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<br />/
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<br />i 5' M. I I WALL (NEVER CUY CMD VAND.)
<br />� x - 0 0 DISTANCE r--77-* 1--M*
<br />I / It )
<br />.
<br />=��_:j
<br />: .
<br />/-.\ I., /--i- /,-,.
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<br />-,-/ \- I - .. , VALID FOR DIRECT MOUNT INSTALLATION ONLY At
<br />- . W. *...
<br />%00111141-..4i 1�
<br />.
<br />.. . * , aRTIfIEO PANEL INSTALLATION AT WALLS W/
<br />I : No. 44167 . , I SURIFACr LIVEL VARIATIONS WrMN 3/4'
<br />a*
<br />I A. :
<br />; Ar : . er f FLORIDA BUILDING CODE (Mon High Velocity Hu leans Zone)
<br />. -
<br />CASE E (PLAN) CAS F (PLAN) 5TAIE OF , � 24 GAGE GALVANIZED STM STORM PANEL A
<br />SCALE I/e-l- SCALE 1/0-1 . V01-Ie----..'40Rlo1�...-,4� "'" "I'me, ", OR- IN,
<br />,I-
<br />. , I ��- , GLOBAL PROTECTION PROWIS. LLC. Q`/ P.' T,Cce
<br />%Z5. \
<br />11 Z-Izt�.�,-
<br />4:S 150L
<br />.10014 Ill ~
<br />ll�Nl/ i/L.01w -- - M-�.- COAL M MIA
<br />177
<br />, 20-175
<br />. I 'YEARL TINN � I
<br />- Use AW - - Sea K"-`AN me-73-A "A I _4M
<br />��, vw~ .
<br />-C WALIUPW.MEI"M CA-WN?10
<br />I am ww n9E!!�
<br />'ej 40111 ,
<br />I I I= US, .
<br />.
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (padj AND CORRESPONDING MAXIMUM ANCHOR SPACIRG
<br />STORM PANEL 11INSTALIATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 8 & 7)
<br />MAX &S D
<br />MAIKIMU14 ANCHORS SPACING MR E.D. - AS SHOWN ON SHEETS 6 Ar I
<br />AN"UGNSUE
<br />11101111
<br />DESIGN
<br />TO
<br />PANEL
<br />TAPCON
<br />LAO SCREW
<br />PANELNMTE
<br />PANELMATE
<br />wow WSW4
<br />PRESSURE
<br />RATING
<br />CurT*N
<br />ForTmw
<br />LEMCMw
<br />v
<br />(p.s.f.)
<br />FEMALE 10
<br />PLUS
<br />IN)
<br />13'
<br />ill
<br />IF
<br />15,
<br />IF
<br />IV (tam
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<br />31
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<br />s-yK
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<br />6 1/2�.
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<br />.
<br />-�-- IFOR MAX A.S.D. DESIGN LOADS & MAX, PANEL LESIGTMS WHIM SPACER " IS
<br />[ SEE TABLE IIII
<br />I USED CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I
<br />NW. A.S.D.
<br />DESIGN
<br />MAXIMU61 ANCHORS SPACING FOR E.O. - AS SHOWN ON SHEETS 0 Ar 7
<br />APPucAw
<br />0.
<br />MR ...
<br />TAIACON
<br />LAG 9CRIEW
<br />PAXIELMATE
<br />FEMALE 0
<br />PANIELWATE
<br />PLUS
<br />wm sup"
<br />PRESSURE
<br />RATING
<br />(0.6.1,)
<br />mc,
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<br />-75 To -75
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<br />6 1/2'
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<br />- -7,
<br />210 (TOP)
<br />-
<br />------ � 111
<br />A 1P.
<br />-
<br />15'-Ir
<br />'a
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<br />1 -- __
<br />7 1/2-
<br />-----
<br />2 1 /2.
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<br />7 1/2-
<br />------- ---------
<br />6 Ile
<br />___ ___
<br />-
<br />-
<br />
<br />" (W-n 1)
<br />I
<br />3w (TOP)
<br />
<br />---i-l�/:F--
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<br />5-
<br />IS.
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<br />----.-- �
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<br />13,
<br />---"- -- -
<br />5 1/2-
<br />--
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<br />_
<br />---- -
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<br />
<br />- IF
<br />ISEE TABLE ft FOR VAX, A,S.D. DESIGN LOAM & AIAX. PNCL 1.1100THS WIMEN SPACER
<br />* USM, CORRESPONDING ONLY TO ALTERNA11 2W ON SHM 6
<br />TAME
<br />JI 6 - .
<br />A.S.O. DESIGIN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />_
<br />40 PSF OR LESS
<br />6*-e^
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />1 > 50 PSF TO 60 PSF
<br />W-101
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTAUAT)ONS
<br />W/ PANEL MATE AMAILE 10 OR PANEL MATE PLUS
<br />A14CHORS III W/ " T*XlINtjN4 1/2' O.C.
<br />.
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1)
<br />INTO POURED CONCRETE OR CONCRETE QUICK STRUCTURES
<br />I/e* TAPCON l/ef TAPCON -- -, , . URED
<br />ANCHOR * I' b.C. V=wo.Lm ANCHOR 0 @I O.C. -9=0.
<br />. 1. CONCRETE @I= ,� � *., CONCAM DLOCK
<br />, , REQUIRED .� � ,,, REQUIRED
<br />I ,
<br />1� "
<br />.
<br />. I
<br />,
<br />,
<br />� , . I I 4) I �; , 'I,.. XD2
<br />ft/.- I ::,� Ile
<br />-
<br />li ,�- -, MAX �,�'�', IN
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<br />`X. . . e.
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<br />.
<br />. -
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<br />A
<br />I
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<br />I ,L* M.
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<br />PA4EI LENGTH
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<br />. t� I ,
<br />(SEE ELrVAWW
<br />I '. I,
<br />F--WAWMTM-
<br />I
<br />:
<br />ON SKET 12)
<br />I TO QQLASS
<br />0
<br />!
<br />9WOUIP : E.DO
<br />CONCRETE IRLDOX
<br />--- --
<br />�4* LUNIA"I
<br />C.��
<br />. I. 1pt
<br />It,
<br />1 . Cj) L/I
<br />;
<br />: @
<br />i0 a IXW.
<br />1� - I I
<br />a ISSEVALs
<br />in smem Is 6 IS MR ANC -ORS TYPE ft WIZARD MR
<br />NATUNLATIONS WIND WOOD In" .
<br />MONQUA AMENCO SP02iM AND WWMN 11CCE MT44M
<br />AM BOOM ON TM SCHEDULE. TOW Lo. LESS THAN
<br />*MATO ON SCIGIDUUE KOM 44CWA SPACING by
<br />MULTIPLYING SPACING 94M ON SO4MU In THE
<br />FOLUMANG FACTORS. MR INS OPEOMM TO K POSSM.L
<br />REDUCED SPACING OISTANIED LONG FACTOR SPIALL NOT K
<br />LESS THAN moa%m woe" WORAICID FOR EACH ANCHOR
<br />TYPE of THIS SCHODUALE
<br />1,�4'.
<br />I/e.
<br />Now Tft
<br />wm
<br />'RR&III-1
<br />---.-,-
<br />WAWA mom wass 0wj
<br />I
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<br />L,
<br />3
<br />7-
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<br />I
<br />I
<br />(SEE EILEVATKW
<br />I
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<br />I
<br />+ � I
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<br />; ON SHEET 12)
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<br />(VAUD ONLY FOR PANELO) INSTALLATIONS AS PER SECTIONS I THRU 8. ON SHEETS 4 & 5)
<br />MU. A,S.D.
<br />DESIGN
<br />P`
<br />.W
<br />(P 6.0
<br />r
<br />MUO" ANCHORS SPACING MR MIN E.D. PER SCHEDULE 11111,001 III
<br />APPUCmmU:
<br />TO swnm
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<br />6 ANY
<br />.......
<br />or THEM
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<br />VAIDA" ANCHORS SPACIAIC MR M ED. PER SCHEDULE OnDw Ill
<br />APOUCAW
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<br />:
<br />C1
<br />MAXIMUM
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