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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 1504.3.2, 1504.7.
<br /> Product Description: GulfRibr"' 3/a" Rib Roof Panel, Minimum Z9 Ga. Steel, 36" Coverage, through
<br /> fastened roof panel over Minimum 1x4 Wood Purlins over one layer of Asphalt
<br /> Shingles (optional) o�ier minimum �/e" OSB or minimum 15/�z" Plywood Decking.
<br /> Non Structural application.
<br /> I 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 /> Paint Finish Optional
<br /> Yield Strength: Min. 102.Oksi ,
<br /> Corrosion Resistance� Panel Material shall comply with Florida Building Code
<br /> Z014, Section 1507.4.3.
<br /> Panel Dimension(s): Thickness: 0.0142" Minimum
<br /> Width: 36" Coverage
<br /> Rib Height: 3/a" Major Rib at 9" O.C.
<br /> Panel Fastener: #9;15x1.5" HWH wii h sealing washing or approved equal
<br /> %a minimum penetration through plywood.
<br /> Corrosion Resistancei Per Florida Building Code Z014, Section 1506.6, 1507.4.4
<br /> Substrate Description: Minimum 1x4 No. 2 SYP wood purlins over maximum one layer of asphalt
<br /> shingles(optional) over min. �fe" O5B or min.15/�" thick over supports at
<br /> maximum 24" O.C.The 1 x4 wood purlins shall be fastened to the wood rafters
<br /> (24" O.C. Max)with (Z) 9 x 2�/z" Deck Screws per rafter(Minimum 1�/s"
<br /> penetration into wood rafter). Design of 1 x4 wood purlins, OSB, plywood and
<br /> OSB/plywood supports are outside the scope of this evaluation. Must be designed
<br /> in accordance w/Floirida Building Code�014.
<br /> Design Uplift Pressures: Table"A° I
<br /> Maximum Total Upli;ft Design Pressure 101.0 psf
<br /> Fastener Pattern I 9„_9„-9"_9„
<br /> Fastener Pattern;Spacing , � 24" O.C: � •
<br /> Design Pressure includes a Safety Factor=2.0.
<br /> FL#11651.27 R2•1UNE 15,2015
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