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� <br /> �. .. _ . . <br /> /\Y �` � <br /> "����y� � .� - . �������� ������ �a������ GI�I �����, `� <br /> .:'-;s: e . e o a e n <br /> >"�'e':< ' _ <br /> `r�. SUPPLY & MAtVUFACTl1RI1VG <br /> ��� ,� <br /> �'S€�.;�,- � .,.,�;�.. <br /> -`� -_ .i�"�. � ���f,�•�'�� <br /> � _ _ <br /> .,-�i.�'�-n <br /> � � � � � � � � � � � � <br /> " . � � 0 S � • , � • � � • � � • <br /> •-�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 1x4 Wood Purlins over one layer of Asphalt <br /> Shingles(optional)over minimum�/,6" OSB or minimum 15�2" Piywood Decking <br /> Non Structural application. <br /> Panel Materiai/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 compiy 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/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�014, 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. �/6" OSB or min.�S�z" thick over supports at <br /> maximum 24" O.C.The 1x4 wood purlins 5hall be fastened to the wood rafters <br /> (24" O.C. Max)with (2)9 x 2'/z" Deck Screws per rafter(Minimum 1�/8" <br /> penetration into wood rafter). Design of 1x4 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 /> Maximum Total Uplift Design Pressure 101 0 psf � <br /> Fastener Pattern 9"-9"-9"-9" <br /> Fastener Pattern Spacing 24" O.C. <br /> Design Pressure includes a Safety Factor=2.0. <br /> F �i 11651.27 R2•JUNE 15,2015 <br /> _,. : , � �o �'��',�S�`��.,�G,��'���'���k�t�� ,��1�����'�._, <br /> , ,� .,��,;,. ,,,. <br /> - - .�.,,� <br /> � • <br /> � � :• • - . • , . <br /> I <br />