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<br /> Compliance Statement: The product as described in this report has demonstrated compliance with the
<br /> Florida Building Code 2014, Sections 1504.3.�, 1504.7.
<br /> Product Description: Guff�i��"'�, 3/" R'ib Roo�P�ane�, IViinimum Z� Ga. Stee�, 36`' Coverage,
<br /> through fastened roof panel over Minimum 1x4 Wood Purlins over minimum
<br /> 15/32" Plywood Decking. Non Structural applitation.
<br /> Panel Material/Standards: Material. Minimum 29 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
<br /> Florida Building Code 2014 Section 1507.4.3.
<br /> PairrE FirrisYr Opt'ro'nal
<br /> Yield Strength� Min. 98.Oksi
<br /> Corrosion Resistance: Panel Material shall comply with Florida Building Code
<br /> 2014, Section 1507.4.3.
<br /> Panel Dimension(s): Thickness: 0.0142" Minimum
<br /> Width: 36" Coverage
<br /> Rib Height: 3/4" Major Rib at 9" O.C.
<br /> Panel Fastener: #9-15x1.5" HWH with sealing washing or approved equal
<br /> '/a" minimum penetration through plywood.
<br /> Corrosion Resistance: Per Florida Build�ng Code 2014, Section 1506.6, 1507.4.4
<br /> Substrate Description: Minimum 1x4 No. Z SYP wood purlins over min.15/3�" thick, APA Rated
<br /> plywood over supports at maximum Z4" O.C.The 1x4 wood purlins shall be
<br /> fastened to the plywood with minimum 8D x Z'/�" Ring Shank Nails at 4" O.C.
<br /> Design of 1 x4 wood purlins, plywood and plywood supports are outside the
<br /> scope of this evaluation. Must be designed in accordance w/Florida Building
<br /> Code 2014.
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<br /> Clesigri [�p�ifi��'res5i.i'res: Tabie "A"
<br /> Maximum Total Uplift DesigrnPressure� 76.75 psf - � �123.5 psf �'
<br /> Fastener Pattern 9"-9"-9"-9" 6.5"-2.5"-6.5"-
<br /> �.5"6.5"-2.5"-6.5„
<br /> Fastener Patter.n Spacing 24" O.C. 24" o.C. . ,
<br /> Design Pressure incfu�es a Safety�actor= 2.0.
<br /> FL#11651.25 R2•JUNE 15,2015
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