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357-498-7852 10•59•28a.m. 05-11-201Z 3!5 <br /> i��' •- <br /> . � �T <br /> Forcc Engit�eering&Testing Inc. <br /> 1953U�t;tinble�ynod Dr,icc <br /> I3umG1c,7X 77338 <br /> CompEiance Statement: The product as descrfhed in this report has demonstrated compliance with the <br /> Florida Buflding Code 2410,5ectians l504.3.2,1504.7. <br /> Product Desc�iption: TuFF Rib,�"Rib Roof Panel, Min. Z9 Ga.Steel, 36"W(de, through fastened roof <br /> panel over 1x4 wood purllns over one layer oF asphait shingles (optional� over <br /> min.7/16"058 or 15/32"Plywood decking.Non-Structu�al Appllcation. <br /> Panel Mate�iai/5tandards: Materlal; Minimum 29 Ga.Steei,ASTM A792 or ASTM A653 G9D conforming to <br /> Florlda Building Code 2010 Section 1507.4.3. Paint flnlsh optfonai. <br /> Yfeld Strength: Mln.90.0 ksl <br /> Corroslon Resistance:Panel Material shal!comply with�lorida 9uilding Code <br /> 2010,Sec#lon 1507.4.3. <br /> Panel Dlmension(s�: Thickness: O.U14"mfn. <br /> Width: 36" <br /> Rib Height: �:"major rib at 9"O.C. <br /> Panel Roilformer: MRS Metal RollForming Systems <br /> Panel Fastener: �9-15 x 1-1/2"HWH Woadgrip with sealing washing or approved equal <br /> '/."minimum penetratlon through plywood <br /> Corrosion Resistance:Per Florida Building Code Z010,Sectlon 1506.6,1507.4.4 <br /> Su6strate Descriptio�: Min.lx4 No.Z 5YP wood purlins over maximum one layer oPasphait shingles <br /> (optlonal)over min.7J16"QSB or mfn.15/32"thick over supports at maximum <br /> 24"a.C. The ix4 wood purllns shali 6e fastened to the wood ra�ters(Z4"O.C. <br /> Max)with(2)9 x 2 Yi'Deck Screws per rafter(Min(mum 17/8"embedment Into <br /> wood rafterJ. Design of lx4 wood purlins,05B,plywood and�SB/plywood <br /> supports are 6utside the stope of this evaluation. Must be deslgned in <br /> accordance w/Fiorida Building Code ZO10. <br /> Design Uplift Pressures: <br /> Table"A" <br /> Maxlmum 7atal Uplift�esign Pressure: 101.0 psf <br /> fasteaerPattem: � 9"_9"_9"_9" <br /> Fastener5pacfng: ZQ"�•G <br /> *Design Pressure Indudes a Safety Factor=2.0. <br /> ,,���s►tiirr��,��f <br /> ��� E N.0 E•�.�lr f�i <br /> a <br /> �:���\• l �� NS� ��i <br /> r' <br /> � - • r�o.�as�� � ���' <br /> � , ��� ,v <br /> ..1 'k{`_` '��--j,. <br /> � l�1'•�,�!''-��' : � � <br /> � �f <br /> �a' STA1'E OF :�� <br /> � <br /> %p'�` FL 0 RI S7 P` �4�,� <br /> sea.d�t� �� f's:•, •G�.`�� <br /> i°�rie ,�f���a,Nt�11���,,,s <br /> FL#71651.z�R� February 22, 2012 <br />