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<br />E R INSTALLATION IN POURED CONCRETE.
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE
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<br />POURED CONCRETE. 1 ,/4'.. I �` I
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<br />SCALE 1/4 -1 SCALE 1/4' SCALE 1/4 SCALE 1/4
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<br />PtIMILE ill AND -\
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<br />ztWum. VAUD FOR DIRECT MOUNT INSTALLATION ON Y A,
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<br />CERTIFIED PANEL *WAUA1ION AT WALLS ill/
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<br />SURFACE LEVEL VARIATIONS WITHIN 3/4'
<br />FLORIDA BUILD114G CODE (Man Wftgh Velocity Hu learms Zone)
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<br />CASE F (PLAN) tr E
<br />.... , .1 STEEI, STOW PANEL ci"N or.
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<br />MAXIMUM A.S.D. UESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACIHQ
<br />.2 tEGULAR STORM PANEL dj) INSTALLATIONS 1HT0 WOOD STRUCTURES
<br />THRUI 4W, ON SHEETS 6 & 7)
<br />(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER ALTERNATIVES IW
<br />MAX. JLS 0.
<br />DESCH
<br />PRESSUINE
<br />RATING
<br />(P.-A.)
<br />MkXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEM 0 SIT 7
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<br />SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS Sc VAX. PANEL LENGTHS WHEN SPACER 0 is
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />Is I
<br />Mo. A,S.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(PA.I.)
<br />MAXIMUM ANCHORS SPACING MR LD. - AS SHOWN ON SHEETS 0 As 7
<br />APPLICABLE
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<br />L040THS WHEN-v�ig is
<br />SEE TARE #1 FOR MAX. A.&D. DES" LOADS & MAX. PANEL
<br />USED. CORRIESPOIlIMING ONLY TO ALTERNATE 2W ON SHEET 8
<br />1* I
<br />2"JI
<br />.
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<br />A.&O. OEM LOAD
<br />MKIONIUM PANEL
<br />LENGTH
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<br />>50 PSF TO 60 PSIF
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<br />A MAX PANEL LENGTHS ARE ONLY VAUD FOR INSTALiATIONS
<br />-
<br />W/ PANEL MATE _FpAALE ID OR PANEL MATE PLUS
<br />,
<br />ANCHORS & W1 " �DAW,t�,Aa 1/2" D.C.
<br />INSTALLATION DETAILS FOR UFE SAFETY PANEL (1)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK SIRUCTURES
<br />DtST#4 POURED
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATINQ (p.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANIEL(D INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 a 5)
<br />VAX. A.S.D.
<br />DESIGN
<br />PRESSERE
<br />form
<br />(P.Rf.)
<br />MAXIMUM ANCHORS SPACING MR MIN ED. PER SCHEDULE *
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<br />MAX*" ANCHORS SPACING FOR MIN ED. PER 9OHCDUUE *
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<br />1/4' MAIL CAP
<br />LIFE SAFETY STORM PANEL (JI) ELEVATION (t) -r-
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<br />EXtERIOR . 10 ION . " 24 GAGE GALVANIZED STEEL STORM PAWL m
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<br />I - LTI LTECOm. \ GLOUL PRMCT*w PRMUCTS, Lm t
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<br />SECTION A -A - _ COAL n. 3331.
<br />SCALE 1/4'-I* 1 � r > =. W7.4 9%�Wmm 20-
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<br />I , INSTALLATION ARE 014LY VALID FOR A.S 0. DESIGN
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