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<br /> Farcc Engiti^er�ng���Test.in�Irtc.
<br /> 1^ 311 R;inhlc vrnu��llri:� -
<br /> J IiunLir,ih 17;38
<br /> CompllanCe Staternent: The product as descrlbed In this repart has demonstrated compliance wfth the
<br /> florlda gulldfng Code 2010,5ections 1504.3,Z,1504J.
<br /> Product Descriptinn: TufE Rib,�;"Flib�oof Panel, Min.z9 Ga,Steel,36"W(de,through f�sYened raof
<br /> panel over 1x4 woad purllns over one layer of asphalt shfngles(optional)over
<br /> min.7/16"058 or 15/32"Plywood decking.Non-Structural Application.
<br /> Pas�e!11�ia�eriat/5tandards: Matetial; Minimtnn 7_9 Ga Steel,A5TMA792 orASTM A653 690conforming to
<br /> i lai i�fu fliRilciin�Co�le?C110 5et��ion.iS07,4.;. F',iint flnish oplior�,l.
<br /> Ylefd SCrength: Mln.�30.�ksl
<br /> Cnrrosfon Res(stance;Pane!Nlaterfal shall Comply with�farida Building Code
<br /> 1D10,_;er tlan 1507 q.3,
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<br /> R!b Meight: %"rr�ajor ri6 at 9"O.C.
<br /> Pansl Rollformer: MRS Metal Rollforming 5ystems
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<br /> P�+r�eiFastener h'_1-15r, i 2/1"f-lVdtl Wood�;�ip}�di[hset�llii�w�;<.hingorappiuvedeyual
<br /> ��"iuliiii��uin pe�ieira�lon ihruugh piy�vood
<br /> Corrasion Resistance:Per Fiorida Building Code 2010,Section 1506.6,1507.4.4
<br /> Sul�s:i,�tc�!)cr.r.riptiun f�lin.1r,n, hlo ZSYPwoodpur(fnscrvermaximumnnelati�erolasphaltshing(c�s
<br /> �optinnal)o��.r.r rnln.7/16"05(3 or niin.l5/JZ"thick nversupports at maximurn
<br /> 24"U C The]x4 wood purlln$shall belasiened to the wood rafters(Z4"0 C,
<br /> fviax)�r�ith(2)9 x 2��"Deck Scr���,�s per�after(Minlmurn 17/h"ernbedmeni�nl�,
<br /> wood rafter}. Deslgn of ix4 wood purli�s,pSB,p(ywood and QSBf plywood
<br /> supports are outside the scope of thls eualuation. Must be deslgned In
<br /> accordance w/Florida Bulldfng Code ZO10.
<br /> Deslgn Uplift Pressures;
<br /> Tab�e"A"
<br /> M�xlmum Total Upllh[le;ign Pfessure• ID7.0 rsf
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<br /> fastener Pa tletn: g••_y�-_y�-_y,
<br /> Fastener Spacfng: . 24"O.C.
<br /> `nesign Pressure fncludes e Safety Factor=2,0,
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