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<br />END CLOSURES DETAILS F_QR INSTALLATION 114 POURED CONCRETE.
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<br />, I CERTIFIED PANEL INSTALLATION AT WALLS W1
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<br />r , : No. 44167 , s. SURFACE LEVEL VARIATIONS WITHIN 3/4- 1
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<br />= � * - FLORIDA BUILDING CODE (Non Wigh VefocRy Hu 'cons Zonv)
<br />f,ASE E (PLAN) CASE F (P � 1.$.. z vlp�
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<br />24 GAGE CALVANIZED STEEL STORM PANEL OWN 0,;
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<br />(VALID ONLY FOR PANEL (I)INSTALLATIONS AS PER ALTERNATNtS 1W THRU 4W, ON SHEETS 0 & 7)
<br />Nw. &S.D,
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(p.0j
<br />MAXIMUM ANCHORS SPACING FOR E�D. - AS SHOWN ON SHMS 6 & 7
<br />-
<br />APPIJrUE
<br />ALTERNATIVE1
<br />III & ANY
<br />COMBRARDIN
<br />Of' TRW
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />v
<br />00
<br />T-0
<br />TAPCONI
<br />LAG SCREW
<br />PANOLMATIE
<br />FEMALE 0
<br />PANELMATE
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<br />WOOD BUSHING
<br />-
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<br />____L3_! __
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<br />6 1/4.
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<br />1 5 Ile
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<br />14 TO C
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<br />____!i__,::7
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<br />USED, CORRESPONDINO ONLY TO ALTERMTE 2W ON SHEET 6 I
<br />MAX, A,S,D'
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(PAJ,)
<br />MAXIMUM ANCHORS SPACING FOR EA1 - AS SHOWN ON SHEETS 8 & 7
<br />'%'
<br />
<br />Aar,,N
<br />OF If"
<br />=,U
<br />LENGTH
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<br />ISEE TABU #1 FOR MAX� &S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER �3 151
<br />* USED, CORRESPONDING ONLY TO ALTEWTE 2W ON SHEET 6
<br />u"
<br />at i& .
<br />-
<br />-
<br />A.S.D. DESIGN LOAD
<br />____,___"_____
<br />M&WUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />1
<br />6-0-
<br />> 40 PSF To 50 PSF
<br />-
<br />1'-2-
<br />1 > 50 PSF TO 60 PSF
<br />____!I:l O"
<br />____j
<br />4 MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE aAALE ID OR PANEL MATE PLUS
<br />ANCHORS & W1 " �P
<br />,*fi!i1At�,,Q_ 1/2- O.C,
<br />INSTALLAJION DEIAILS FOR UFE $A —FM PANEL (D
<br />INIQ PQUEEID PONCREJE Q8 COMPRETE 8L0.9X STRU-PTURES
<br />Ile* TAmOII___ _ , "THD ERIC 1/4*.twC(n___, _.--=WOWW
<br />MCI" 0 0 O.C1 I -patifew.po. ANCHOR 0 0 QC. a.
<br />� RM BLOCK �, CONCRETE BLOCK
<br />REQUIRED, , REQUIRED
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<br />i -,,-I,, - �
<br />. � �
<br />I I- _ . -
<br />,� -011
<br />', C21
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<br />%WL LENGTH
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<br />SEE SHEETS IS & 16 FOR AHC�M -1fPO * SPACOIG ACR
<br />INSTAUATRAIS INTO WOOD FRAMIE BUI1,10109,
<br />MINDIUM ANCHOR SPACINGS NAG AIRRAW EDGE DISTANCE
<br />ARE mmm ON THIS SONE044E, "c" cal LESS THAN
<br />INDICATED *I' SCHEDULE RMUCE AVCHOR SPACN% BY
<br />OULTIPL"C 9pxm SHORN ON SCfA:DUUE BY THE
<br />FOLLOWING fACTORS FOR TAG OPERATOR TO BE POSSIBLE.
<br />REDUCED SMOC OBTAINED US04 FACTOR SK14L HOT BE
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<br />rm ON IRS V10MLL
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<br />11111� "10 VIP ,
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<br />CONCRETE OLOCk
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<br />1/4-0 FANEUIATE Ll_�A
<br />ANCHOR (BEYOND)
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<br />SCALE 3/0-1-
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<br />I A 6* PANU LENGTH
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<br />(VAUD ONLY FOR PANELOT INSTALLATIONS AS PER SECTIONS I THRU S, ON SHEETS 4 & $)
<br />MAX, A,S,D,
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P-0
<br />MAXVA
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN LO, P" SCHEDULE
<br />BELOW *
<br />-
<br />AP=
<br />To
<br />41 Awl,
<br />WAVUV
<br />PAW
<br />LENGTH
<br />v
<br />(to
<br />M,M ASM
<br />DESIGN"
<br />PRESSURE
<br />RATING
<br />11, fr.�,,)
<br />MAXOAUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN ILM
<br />PER SCHEDULE
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<br />BELOW 4
<br />I—-
<br />APPLICABLE
<br />TO SECTIONS
<br />I A.
<br />OF THEM
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />v
<br />,,,,
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<br />TAPODN
<br />SCUD
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