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'a=`�':-�'';=;�»�y�`4�-.--- ' =wiz_ _--=�, � m+_�.� r•���, -r�,^. - €��—�ww., --_ � .-, ► o a,., <br /> r.iW���'��-��..yay,• '�, r:c'..'.""-.,.3 � 8."s.�"'- �5^z"�i''a•.:i;�"�'•, '•�x°�'°`s �'�"" �:��``5+5i„� <br /> �.•�`^ ;"`w � .�:.L,,..�,�.-'�.. ��ii9>` t:3�::`>�� `: r ,,z�.sx.t N as'. ,� *sa,-., r'^ "�qy� k.Y ?a aY�a+}�r r'4 C t.I }}'k�. <br /> B <br /> GULFR <br /> GU.LFRIBTm PANEL OVER • • <br /> FLORIDA PRODUCT APPROVAL. NO. 11651.22 R3 <br /> Roof Panel Fire Classification: Fire classification is not part of this acceptance. <br /> Shear'Diaphragm: Shear Diaphragm values are outside the scope of this report. <br /> Design Procedure: For roofs within the parameters listed on the load table,fastening pattern must <br /> at a minimum meet those listed for the applicable wind zone_For all roofs outside <br /> the parameters listed on the toad table,design wind loads shall be determined <br /> for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 <br /> using allowable stress design.The maximum fastener spacing listed herein shall <br /> not be exceeded.This evaluation report is not applicable in High Velocity <br /> Hurricane Zone.Refer to current NOA or HVHZ evaluation report for use of this <br /> product in High Velocity Hurricane Zone. <br /> FL*11651.22 R3•OCTOBER 5,2017 <br /> ,,yy <br /> �.aa:. �?t�.'+v �.'; ��3 �h�.'ti'.5 .' �f : ic'����=�sz•�'+u�°� },�° � •s�'�-'�"`-.S <br /> _^ .., k• �y�"Y,: .4 ;A :�t '_.!��:�t�a.�r�a.' �4x,?�. r'r �.�i;r r"i.';4't.'` <br /> 00i • 930464 <br />