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<br />CERTI`11D PANEL iNSIA-LAT" AT li W/
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<br />z No. 44167 '� S
<br />SUAPA,.'F JW�, "VAPIl Vill 3,14'
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<br />FLORIDA BUILDING CODE (Nor Ngh VoLocEy
<br />NET Ittane Zone
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<br />MA&MY-K A,S.D. DESIGN PRESSURE INg (p.Ajj ANO CORESPONOING MAXIMUM ANCHOR SEACIN
<br />R SJQSM PANEL I INS141ATIONS-INTO W-90.0 STUOAMU
<br />(VAUD ONLY FOR PANEL (DISISTAUATIONS AS PER ALTERNIATWES 1W THRU 4W, ON SHUTS 6 & 7)
<br />MO. A-S.0
<br />DESIGN
<br />PRESSLAE
<br />RATING
<br />(;,% f)
<br />MAYINUIM ANCHORS SPACING FOR E.D. - AS $NO" ON SHIll 6 (E 7
<br />~AKE
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<br />MAX. ks.o�
<br />WAAAM ANCHORS SPACING FOR E.D, . AS .S40" ON SHMS 6 III 7
<br />APPLICABLE
<br />MAXIMUM
<br />DESIGN
<br />To
<br />PANEL
<br />IrAPICIDIN
<br />LAG SCREW
<br />PANELMAl
<br />PANCILl
<br />111000 WISA*NG
<br />PAi
<br />R0 No ""
<br />A-TERNAl
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<br />GOAeNAl
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<br />PLUS
<br />Of THEM
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<br />— ____
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<br />13'
<br />�
<br />13,
<br />. -
<br />______
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<br />-1 - - - - -
<br />a I/2,
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<br />S 0/2'
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<br />7 1/2-
<br />a.
<br />9'
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<br />13 .
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<br />13'
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<br />".0. -45
<br />13'
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<br />T3,
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<br />13'
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<br />____ 73' -
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<br />6 ,/2,
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<br />� _.-
<br />-
<br />- - . .
<br />-
<br />. -
<br />6 [/A-
<br />-
<br />,2 1/�'_
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<br />2. (ROlT -)
<br />15,;O
<br />I
<br />4 112-
<br />!"
<br />7 '12,
<br />7 !,'2�
<br />-
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<br />T
<br />r -5-
<br />A ClOrl ---
<br />'.
<br />b 1/2-
<br />a*
<br />-
<br />e
<br />- -
<br />-
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<br />30 (W"OUI
<br />� I ,
<br />13,
<br />1.
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<br />2�,�
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<br />1 13,
<br />- - __ - __
<br />0 t 3'
<br />_13,
<br />t T3, I
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<br />I
<br />iSEE TABLE #1 FOR MW A�SJ1 DESIGN LOADS & WM. PANEL LENGTHS 'i SPACER P IS 1 SEE TAl 11 'Fl WAX. A-S.D. Di LOADS & MAX PANEL LE10GTWS WHEN SWER 4T3 IS
<br />-
<br />� I �
<br />USED, CORw_SPu"DtiNG CNix TO ALTERNATE 2W ON SKEET 6 LISED. CORRESPOl ONLY TO A-TtRsATE 2W' CA SHEET 6
<br />__ _____ I -
<br />Ill a
<br />A.&D. DCSIGN LOAD WAXWUM PAl
<br />LENGTH
<br />440 PSF OR LESS ci-e-
<br />> 40 PSF TO 50 PSF 6'-2
<br />> SO PSF TO 60 PSF 5' -10'
<br />I 1-
<br />1.1i
<br />a i PANEL LENGTHS ARE ONLY VALID FOR WSIALLA7IOEIS
<br />W/ PANEL MATE AINIALE ID OR PANEL MATE PLUS
<br />SP6QMsAl 1/2' =
<br />- ,
<br />. ,,, , ;k .. Tl� . ,,�,%.
<br />- -
<br />.
<br />11 . " ., Iti
<br />'. CENS -1,�P - FLORIDA BUILDING CODE (Non Hill Velocity HurrIcone Zone
<br />""' _ ,
<br />� � \"' -
<br />I. ,
<br />1 : N 44167 `� I
<br />-� m _. - 11
<br />; 24 GAGE GALVANIZED STEEL STORM PANEL IA- IF,
<br />= - : * =
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<br />S-0 ' ATE M F,', I
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<br />, -
<br />oRl 11 $c 'i
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<br />I ,�_ �, '0�
<br />� ,7'�,�4�lrt�l
<br />, ES I
<br />',I,,.,,S��,
<br />_' --I . ti VRI
<br />- - " =.j -.tZ ii X,
<br />�rLUT - "K 6 -LWwrpm Cow" 20-175
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<br />TI, A tlE ; "r - 0 Hp
<br />7.= ul 0 .117 , I ri I I i
<br />__ ______
<br />INSTALLATION IDETAILS-FOR UELLSAFE P A N E L (1)
<br />INTO POUREQ _C�ON
<br />, --CRETE QR CQLiCRETf__9L9_QK 51RUCTURE5
<br />1/4" T,PCCN Exts"mi POURED 7j". TACCON EXSHNG POURED
<br />k%TIHQR 0 11' sEC t0w.mm OR ANCL-OR Is 9* 0 C a,kcRuTE oil
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<br />2/� ; CONCRM 9I Drx . . . CONCRi SLOCK
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