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� i �!� <br /> � � �� Gulf � <br /> � s � '�'• o e @ � S � m � � � � <br /> SUPPLY $ MANUFACTURING <br /> .� �aK .^A e;• <br /> ,,r i.q �' �-r t <br /> :;e� <br /> v; �`,� � , . <br /> 'l.'� ��in �:i ..`''.�" .k <br /> • ' • ■ •� . � . • , • <br /> • ' • ':� :.#� <br /> "�j <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 load table, design wind loads shall be determined <br /> for each project in accordance with FBC 2014 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#11651.27 R2•JUNE 15,2015 ' <br /> • s � � i � � t e � ■ <br /> � � <br />,I <br />