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� � �:.o <br /> i : . � 3r. .} _ e . : . _. . Gulf� ���� <br /> „ :w►�• ��'�. � �.�,� ,,,^ai,_ �:v., ,. �'ry�;� ��y=,�€� u°.„�.; ?{. e���� <br /> s±i^- r' <br /> '9Q F. 7.�' �..,. � .y'.• }!� ` ' ,h`,Y.' <br /> � �`'.•�r' •"p9yj:t�"p���11 1�eq�° �.1��, n' � Q 4� � `� n G � Q er ' ° �, � 1�D��F ► `111. <br /> �"`°r �a `���P t'� `�G�?t �°;'�%: � ��� SUPPLY & MANUFACTURiN-G <br /> r., �. <br /> r � ' '°,M <br /> k�s� �� �,�" <br /> a:,, � <br /> a� ��t; <br /> � ' i ' � � � • • � ' <br /> � �rt <br /> �;1 <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 I <br /> fastened roof panel over Minimum 1 x4 Wood Purlins over one layer of Asphalt <br /> Shingles(optional) over minimum�i4e" OSB or minimum �Sf�" Plywood Decking. <br /> Non Structural application. <br />� Panel Material/Standards: Material: Minimum 29 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to <br /> Florida Building Code 2014 Section 15o7.4.3. <br /> Paint Finish Optional <br /> Yield Strength: Min. 102.Oksi <br /> Corrosion Resistance: Panel Material shall comply with Florida Building Code <br /> 2014, Sedion 1507.4.3. <br /> Panel Dimension(s): Thickness: 0.014Z" 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. �/e" OSB 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 (2) 9 x 2'/�" Deck Screws per rafter(Minimum 1�/e" <br /> penetration into wood rafter). Design of 1 x4 wood purlins, OSB, plywood and <br /> OSBlplywood supports are outside the scope of this evaluation. Must be designed <br /> in accordance w/Florida Building Code Z014. <br /> Design Uplift Pressures: Table"A° <br /> , P 4 � b. <br /> � '."�� 1. �. <br /> Fastener Pattern 9"-g��-9°-g�� <br /> Y" •�5,��� .�"7.'F�� ,'��; , °�tl��d`,`��',�~.."������:�, <br /> Design Pressure includes a Safety Fador=2.0. <br /> FL#11651.27 RZ•1UNE 15,�015 <br /> � „�t. �,� ,� <br /> z „ � e '� . o. '_. . � .` <br /> � r �� . <br /> � <br /> i <br /> � <br />