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a <br /> / :` � <br /> �t � a � — Gulf -. _���� <br /> ��� r � o m � o n o <br /> K ��� ��Q��� '�'����� ���'�����. <br /> � <br /> �Az -i,�r� '_� Sl1PPLY & MANUFACTURING <br /> �,,,;� <br /> I a <br /> � .. :� <br /> ' � ' i ' � • � • • � ' <br /> � . � � � • � � � ■ � . � � • . <br /> i <br /> Ti'vi <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 raofs 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 /> L#11651.27 R2•JUNE 15,2015 <br /> �1,� 4� , ,, i ., r <br /> ��� <br /> �r� ,� �'����� �����'"l����i�� ° ��`�°� <br /> „�e.�.� �S fr��,i�,:,.� i ' ; ,:, ,:: '_ . „' . ,;, <br /> � 1 � :� • . • 1 � <br /> � <br />