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FLORIDA . ® ® ® . . . ® a G6ilCoi'�t <br /> SUPPLY & MANUFACTURING <br /> 5V <br /> CRI P <br /> . . . . PLYWOOD <br /> FLORIDA PRODUCT APPROVAL NO. 11651.14 R3 <br /> TM <br /> Compliance Statement: The product as described in this report has demonstrated compliance with the <br /> Florida Building Code 2017, Sections 1504.3.2, 1504.7. <br /> Product Description: 5V Crimp Roof Panel, Minimum 26 Ga. Steel, 24" Coverage,through <br /> fastened roof panel over Minimum 1x4 Wood Purlins over minimum 15/32" Plywood <br /> Decking. Non Structural application. <br /> Panel Material/Standards: Material: Minimum 26 Ga. Steel,ASTM A792 or ASTM A653 G90 conforming to <br /> Florida Building Code 2017 Section 1507.4.3. <br /> Paint Finish Optional <br /> Yield Strength: Min. 80.Oksi <br /> Corrosion Resistance: Panel Material shall comply with Florida Building <br /> Code 2017, Section 1507.4.3. <br /> Panel Dimension(s): Thickness: 0.018" Minimum <br /> Width: 24" Coverage <br /> Rib Height: 3/s" Major Rib <br /> Panel Fastener: #9-15x1.5" with sealing washing in the flat of the panel or approved equal <br /> 1/4" minimum penetration through plywood. <br /> Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 <br /> Substrate Description: Minimum 1x4 No. 2 SYP wood purlins over min. 15/32" thick,APA Rated <br /> plywood over supports at maximum 24" O.C.The 1x4 wood purlins shall be <br /> fastened to the plywood with minimum 8D x 21Y2" Ring Shank Nails at 4" O.C. <br /> Design of 1x4 wood purlins, plywood and plywood supports are outside the <br /> scope of this evaluation. Must be designed in accordance w/Florida Building <br /> Code 2017. <br /> Design Uplift Pressures: Table"A" <br /> MaximumTOtalUplift-.Design Pressure: 149:25 psf <br /> Fastener Pattern 12"-12" <br /> Fastener Spacing 16" O.C.'., <br /> Design Pressure includes a Safety Factor=2.0. <br /> FL#11651.14 R3•OCTOBER 5,2017 <br /> • • ® , <br /> • ENGINEERING, <br />