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' _-�i _�- <br /> - -� <br /> _., _� � �.,,. <br /> ",. � <br /> -�- �_�- . � - . ��_ <br /> --- .r' _-.�_.� �-�'.� <br /> �� <br /> ��' i .� -�_._�, <br /> � t <br /> � Force Engineering&Testing Ine. �� � <br /> i � <br /> `— 19530 Rambleu•ood Drive �-� <br /> Humble,TX 77338 <br /> Compliance Statement: The product as described in this report has demonstrated compliance with the <br /> Florida Building Code 2010,Sections 1504.3.2,1504.7. <br /> Product Description: Tuff Rib, %" Rib Roof Panel, Min. 29 Ga. Steel, 36" Wide, through fastened roof <br /> panel over 1x4 wood purlins over one layer of asphalt shingles (optional) over <br /> min.7/16"OSB or 15/32"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 Florida Building Code <br /> 2010,Section 1507.4.3. <br /> Panel Dimension{s): Thickness: 0.014" min. <br /> W idth: 36" <br /> Rib Height: '/<"major rib at 9"O.C. <br /> Panel Rollformer: MRS Metal 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 1x4 wood purlins shall be fastened to the woad 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 lx4 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 /> FastenerSpacing: 24"O.C. <br /> *Design Pressure includes a Safety Factor=2.0. <br /> `,''f{�11!/11/��I <br /> ���� ��•�E' �•wp ��i <br /> ♦ � <br /> . Q:.� � CENSF�,��� <br /> `:,��'• '.4►i <br /> y ; <br /> ;,,. • . , <br /> � � ,,,�r�.� . � �y <br /> • • • • „, <br /> r . �' .-t. . ._. <br /> � �1'��� ff, � i *._-_ .. ... ,'k' -F <br /> . �_- �, ��--, - � � <br /> � � '°' STATE Of :a�,; <br /> i �', � <br /> s�w arr,.as <br /> :���;F� O R 1 �4';��;.` <br /> i� ���s'/' • . . . •-'�V �� <br /> �� �NAL � �� <br /> ���f1/Ilf{►��1 <br /> FL#11651.2�R� February 22, 2012 <br />