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. . <br /> . . <br /> 00, <br /> "d <br /> If C- <br /> I au �01, t <br /> Gu <br /> SUPPLY & MANUFACTURING <br /> ,ww <br /> GU ,LF,r"BR <br /> PANEL OVER 15/32"PLYWOOD <br /> FLORIDA PRODUCT APPROVAL NO. 11651.19 R3 <br /> Im <br /> Cmmmplia nceStatenmaot The product as described in this report has demonstrated compliance with the <br /> Florida Building [ode3U17' Sections 1504.II' 1518.9' 15I3.6.5.3.4. <br /> Product Description: GulfPDRnw Roof Panel, Minimum Z6 Ga. Steel, 36^ Coverage,through <br /> fastened roof panel over minimum15/32" Plywood Decking. Non Structural <br /> application. <br /> Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A79I orA5TM A653 G90 conforming to <br /> Florida Building Code Z017Section 1507.4.3. <br /> Paint Finish Optional <br /> Yield Strength: Min. O0.0ksi <br /> Corrosion Resistance: Panel Material shall comply with Florida Building <br /> Code IO17' Section 1SO7.4.3. <br /> Panel 0|nnenoiom(s): Thickness: 0.018^ Minimum <br /> Width: 36^ [overage <br /> Rib Height: ?}6^ Tall Rib at1J^ OI. <br /> Panel Fastener: #S'1Sx1.5^ with sealing washing, Y4-14xf6^ HVVH Lap Screw with sealing <br /> washer at 24^ O.C. Maximum at the panel side laps or approved equals <br /> 1/4^ minimum penetration through plywood. <br /> Corrosion Resistance: Per Florida Building [ode2O17' Section 1506.6' 1507.4.4 <br /> Substrate Description: Minimum`5A2^ thick,ARA Rated plywood over supports at maximum 24^ O.[. <br /> Design of plywood and plywood supports are outside the scope ofthis <br /> evaluation. Must be designed in accordance w/Florida Building Code Z817. <br /> Design Uplift Pressures: Table-A" <br /> qqTota,Up <br /> as <br /> Design Pressure includes a Safety Factor 2.0. <br /> a#11ss1 19n3 ncToosn <br />