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<br />� r '. S CERMPEL) PANEL WSTAUALADN AT W,us w/
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<br />s : No, 44167 `� I SUPrACE :M VARIAEOHM WINVIN 3,*-
<br />2 *: -� 1
<br />= : A, I * FLORIDA 9vILDiNG CODE LWon Nh VaIRcify Hurrica" Z
<br />SE E-JELAN) CASE- E-k W ZWL;`� k ' " ' "
<br />, , "tom& I _ 1 14 CAM GALVARrZED STEEL STORM FANCIL I OAAHN I
<br />, � '. ;
<br />SCAtt 1/4'.T* - _.�';W ! -
<br />MMMUM A.S.D. DESIGN PRESSUR RATING (2 s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEOULE FOR REGULAR STORM PANEL �D INSTALLATION5 INTO WOODL-STRUCTUR
<br />(VAUD ONLY FOR PANEL (TINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 & 7)
<br />MAX kS D
<br />DESIGA4
<br />PRESSURE
<br />I&kTW-
<br />(;-.-.f)
<br />WAVAIIN ANCHORS SPACW FW ED - AS SHO" ON SHEEIS 0 & 7
<br />-
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<br />OF THEN,
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<br />FEMIALE U
<br />PANELMhTE
<br />PLUS
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<br />ISEE TABLE fl FOR MIX A.S,D. DESION LOADS & VAX. PANEL LENGTHS IAHEN SPACER @ IS
<br />A USED. ONVE900K ONLY TO ALTERNATE 2W ON 94M 6 1
<br />WAX. A,S-D�
<br />-
<br />MAXIM11M ANCHOWDS SPACING FOR E.O. - AS SHOW (IN SHEETS 6 & 7
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<br />w"mLim
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<br />PRESSURE
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<br />II SEE TABLE 11 FOR MAXA-S.D. DESIGN WADS & NIAX PAWL L"VHS WHEN 'PACER '-I, IS I USED, ODRRE'SPONDING ONLY TO ALTERNATE 2W ON SHEET S -
<br />UBLE 41 a
<br />A.M DESIGN LOAD
<br />MAXKM PANEL
<br />loom
<br />4D PSF OR LESS
<br />-
<br />6'-8'
<br />> 40 Psr TO 50 PSF
<br />v_'.
<br />-
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<br />5'-IO"
<br />. I
<br />A MAX, PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL IAATE OrE 9) OR PANEL MATE PLUS
<br />AP '#PwI!i!'1' 1/2' O'C
<br />INSTALLADON DETAILS FOR LIFE 5AEUX, PANEL FI)
<br />INTO POURED CONCREN OR CONIC ETEQ1=STRUCTURES
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<br />24 GWA GALYAHIZ£D STEEL STORY PANEL
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<br />MAXIMLA.S.D. DESIGN PRESSURE RATING (2.sji) AND C RESPONDING ... MAXIMUM ANQ101t SPACING SCHEDULE
<br />EQR REGULAR ZT0 PANEL. 3L I A.TIONS INTUO-HOETE & CONCRETE BLOCK SIR CTURES
<br />(VALID ONLY FOR PAWL01 INSTALLAWNS, AS PER SECTONS I THRU 6, ON SHEETS 4 & 5)
<br />AAAX' AS.DL
<br />DM*N
<br />PRESSURE
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<br />WIN E.0,
<br />PER So
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