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<br />. INSTALLATION A F A.S.O. ,ManxB PL1tCn.WG. T RE ONLY VALID FOR MAX F!. T: e- •n �a Twt r N N,^� Sul S_e 0.4 FOR CIT�A N OF N - E 4i $� 24 Y M P �{ LiACE CAI. A uE0 STEEL STORM PANEL
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<br />DESIGN PRESSURE WING {P.s.T) AND PANEL LENGTHS g TF : _-
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<br />rX'AMpL1ANCE I. ACCORDANCE
<br />1 STORM. PANEL S,IWWM ON THIS PRClQlIC7 EYAUVMDtXY T (P.E:O.} tsa5 HiQ! VERIFIED fOR - Iles TAPC4N ANO,tDA9r AS MANtRAC1URETA e'r 1,i W,. iNAu+EA, INC
<br />7 - FLORIDA£ INSTALLED AT ,RCt! W4'AI THE 3026 { N EPT,R+A} Or THE IDR,W 94sLOpai COtX. TtfK 51t'XtM PAtEE. SFLYL NOT HE ALLCD - dtA-tO PAN4LMAtE FbWE ID AND PAMUMTE PL,lS ANCHORS, AS ,bPRtiFAL'TURED BY FLCO CONSTRUCTION 1NRDOUCtS.
<br />VELOCITY HURRICANE 2DIME5 CMtAA„-Da➢E j IrROWMD COUAI'R£8). - 1/x"r LAG SCREWS PER w.D_5
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<br />INSTALLED. F A FACT 5PFE4 AS EEC! By THE 5t{TRM PANEL Rttl BE A!K OR DATELTWNAUtt DR
<br />AEDM7 TOSS .lLlRf50tGTI0k LOSERS
<br />Kpr48S, USING ASCE 7-16 AND SIW.t N4 EXCEED THE M471ANttM (AS.P) DESIGN PRESSURE RATINGS )NNpDKATED ,NM SHEETS C i) MINIMUM iHREADEQ PENETRATION INTO R'OCK7 OF TAPCDN ANCHORS SHALL HE , tj2' AND 3" FOR ELCO PANELAV,TE PLUS
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<br />DESIGN PRESSURE RATINGS INDICATED IX'1 SHEETS 3. F THIRD 92 @ 17, 78. PENETRATION RFm STUCCO SHALL 8E COr/S,DEREO AS PART OF ME RETML1NRfD THREADED PENETRATION
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE T1OT OVER STR63CD, A 33A INCREASE W ALLOWMA.L
<br />STRESS FOR YM1NO LOADS NaLS ItQi USED IN TMEIA ANµrS,S. FASTENERS SPACV,G TO Wt50p HAS BEEN OETCAMMIEQ iH C.!) MINIMUM fOCf DISTANCE OF LAG SCREWS. INTO WKWO 51+ALM. HE AS iN,XdTEO IN THIS DPAWMMG
<br />ACCORDANCE WtIN N.0.5. 20T0
<br />'STORM PANELS ADEQUACY MAY 11W+ACt AND WIND RESISTANCE HAS BEEN VERMfED M ACCORDANCE WtiM SECTION tBO9..t..2
<br />INSTALLATION
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