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���j��� <br /> �i-� i �_�� <br /> _ � _ <br /> .�" / `__\_\.�.,� <br /> _ � � <br /> �� � � �� <br /> _�� � � <br /> ���I ' ' �� �..� `\�� <br /> � � � � <br /> r � <br /> r r �� � Force Engineering &Testing Inc. <br /> `"" 19530 Ramblcwoud Drive `— <br /> Humblc,TX 77338 <br /> Compliance Statement: The product as described in this report has demonstrated compliance with the <br /> Ftorida 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 roo€ <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 Apptication. <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 f�orida 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 Meta�Rotlforming 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.lx4 No.2 SYP wood purlins over maximum one layer of asphaR 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 wood rafters(24"O.C. <br /> Max)with(2)4 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'-9"-g'-9„ <br /> Fastener Spacing: 24"O.C. <br /> *Design Pressure includes a Safety Factor=2.0. <br /> ,`,��{ttlllfll��� <br /> `�� ���C E� �� � ��, <br /> ;�q.Q"� � CENSF���� <br /> - ` �. _-� ';"��. r�,� <br /> r No.4�9��3` • 'r� ' _..:!�' <br /> . <br /> .. • <br /> . <br /> � <br /> � ��• ( !•* __.. <br /> Cyr- ` <br /> n •,� • '���� p�, *''--- ° r <br /> �- �"- � �� ��- • ,� , <br /> •• �o� STATE dF :oc�' <br /> r ?4', <br /> . <br /> ;°�`�: FL o R x p�' �`��.� <br /> sr'� ��,;S;, . • .��'�,`� <br /> t,��O%Ilf<<�,,� <br /> FL#11651.2�Ri February 22, 2012 <br />