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: <br /> , , .` <br /> f � w � - � Gulf ���� <br /> , � .. e � °�. � � . , , <br /> �, . . . <br /> _ ,t- <br /> F t � , SUPPLY & MANUPACTURING <br /> w 4 <br /> M""��:. � ' :' tr <br /> 3}��Y& "i_�,",` ;Q��° � <br /> r y `�;' <br /> :.� � �A, <br /> ' ' ' i ' � • � • • / ' <br /> • � ll s .. , � � <br /> � 1` <br /> �f:'I <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: GulfRibT"', 3/a" Rib Roof Panel, Minimum 29 Ga. Steel, 36" Coverage,through <br /> fastened roof panel over Minimum 1 x4 Wood Purlins over one layer of Asphalt <br /> Shingles(optional)over minimum ��46" OSB or minimum 15/�z" Plywood Decking. <br /> Non Structural application. <br /> Panel Material/Standards: Material: Minimum 29 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to <br /> j Florida Building Code 2014 Section 1507.43. <br /> Paint Finish Optional <br /> Yield Strength: Min. 10Z.Oksi <br /> Corrosion Resistance: Panel Material shall comply with Florida Building Code <br /> I 2014, Section 1507.4.3. <br /> Panel Dimension(s): Thickness: Q.0142" Minimum <br /> Width: 36" Coverage <br /> Rib Height: 3/a" 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 Building Code 2014, 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. �ti6" OSB or min. 15/��" thick over supports at <br /> maximum 24" O.C.The 1x4 wood purlins shall be fastened to the wood rafters <br /> (24" O.C. Max)with (2)9 x 2�/z" Deck Screws per rafter(Minimum 1�/e" <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/Florida Building Code 2014. <br /> Design Uplift Pressures: Table"A" <br /> . - - <br /> Fastener Pattern g•�_g��_g�•_g„ ' � <br /> � '� ,� r <br /> _ �� .,r�"� A �: <br /> Design Pressure includes a Safety Factor=2.0. � <br /> FL#11651.27 R2•JUNE 15,2015 <br /> s n � � � � � • � � b <br /> � <br />