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� � -- =Z -- <br /> - -.;� -� T ' � ��--- __ - <br /> ,Ti- - �� ` /i <br /> j � Force Fn�neering&Testing Inc. �i ' <br /> �'1 19530 Ramblca-ood Drivc ��-� <br /> Humble,TX 7?.i38 <br /> ComplianCe Statement: The product as described in this report has demonstrated compliance with the <br /> Florida Buiiding Code 2010,Sections 1504.3.2,1504.7. <br /> Product Description: Tuff Rib, %" Rib Roof Panei, Min. 29 Ga. Steel, 36" Wide, through fastened roof <br /> panei over 1x4 wood purlins over one layer of asphalt shingles (optional) over <br /> min.7/16"OSB or 15J32"Plywood decking.Non-Structural Application. <br /> Panel Material/Standards: Material: Minimum 29 Ga.Steel,ASTM A792 or ASTM A653 G90 conforming to <br /> Florida Building Code 2010 Section 1507.4.3. Paint finish optional. <br /> Yield Strength: Min.80.0 ksi <br /> Corrosion Resistance:Panel Material shall comply with Flor�da Building Code <br /> 2010,Section 1507.4.3. <br /> Panel Dimension�s): Thickness: 0.014"min. <br /> Width: 36" <br /> Rib Height: '/."major rib at 9"O.C. <br /> Panel Rollformer: MRS Meta)Rollforming Systems <br /> Panel Fastener: #9-15 x 1-1/2"HWH Woodgrip with sealing washing or approved equal <br /> '/."minimum penetration through plywood <br /> Corrosion Resistance: Per Florida Building Code 2010,Section 1506.6,1507.4.4 <br /> Substrate DesCription: Min.1x4 No.2 SYP wood purlins over maximum one layer of asphalt shingles <br /> (optional)over min.7/16"OSB or min. 15/32"thick over supports at maximum <br /> 24"O.C. The lx4 wood purlins shall be fastened to the wood rafters(24"O.C. <br /> Max)with(2)9 x 2%:"Deck Screws per rafter{Minimum 1 7/8"embedment into <br /> wood rafter). Design of 1x4 wood purlins,OSB,plywood and OSB/plywood <br /> supports are outside the scope of this evaluation Must be designed in <br /> accordance w/Florida Building Code 2010. <br /> Design Uplift Pressures: <br /> Table"A" <br /> Maximum Total Uplift Design Pressure: 101.0 psf <br /> Fastener Pattern: g�_g�_g••_g•• <br /> Fastener Spacing: 24"O.C. <br /> `Design Pressure includes a Safety Factor=2.�. <br /> ,'���»s�r��r��fi <br /> ,�� ��.0 E, E. ��, i� <br /> i <br /> •``�;�`L t C � N S F.<,n�� <br /> :�. . ',�! <br /> � • �-. . <br /> i�'' *'�� � No.4�4��. •_ t.*�-`` f— <br /> - '�: "�' '.K � _ - _ .. <br /> _ � • <br /> " '°' STA7'E dF <br /> � :a�' <br /> ��E;.�'L a R� �4+,,�``,� <br /> � s 'ti � <br /> �� ,,,, ��a�r�«►��G,`, <br /> FL#ii6si.2�Ri February 22, 2012 <br />