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! + ' 1, / •` <br /> ��s � � �`. � � � . .� � �_ � .4�= A= � � , Gulf -���' �� <br /> - � & � �� ��� � '`� a o a e ■ � �+.9�� <br /> R�'�� �ffi�� `t�'- �� ° _'"' ;�s� � SUPPLY 8� MANUFAtTURiNG <br /> � �'� <br /> � �' 4 ,{ <br /> •r � � �-.. <br /> � 2 �E <br /> �' � ^�: <br /> ' ' ' i ' ' • � • • � • <br /> � u, �e <br /> _� <br /> :f•..j <br /> Compliance Statement: The product as described in this report has demonstrated compliance with the I� <br /> Florida Building Code 2014, Sections 1504.3.2, 1504.7. <br /> Product Description: GulfRibT'", 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)over minimum �/6" O5B 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 1507.4.3. <br /> Paint Finish Optional <br /> Yield Strength: Min. 10Z.Oksi <br /> Corrosion Resistance: Panel Material shall comply with Florida Building Code <br /> 2014, Sedion 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 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. �i4e" OSB or min.15/3z" thick over supports at <br /> ,� <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�/�" 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�014. � <br /> Design Uplift Pressures: Table"A" <br /> � ���.� .0. , , ;;�r <br /> � kra .''^ �' <br /> � Fastener Pattern g��-g��-g��_g�� <br /> r, ' p~ �`�` Y� �;C,� ,,. , �a. � ai <br /> % �r[� ";.��� <br /> -'h'�J`�'J :^"�`¢'. %:tli''^.5=`� »�}:�� <br /> Design Pressure includes a Safety Factor= 2.0. <br /> FL#11651.27 RZ•1UNE 15,2015 <br /> a n � p � . �� '. . � , <br /> ` �. <br /> � • <br />