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� � <br /> ' • � �.■\ �: , <br /> a` ,�r �'� ' � �ra;,� ''a;�,�;>>� °.�fi' :. "a.=� ' - � ,� .> � � �aTn ��'� � <br /> � ,.1"�' <br /> •0 �'�¢N;y� .�_�nS/�x� i'�I;b"��' !� ,�t �� � � +� � e Q �- _ 1•�� ��■ � dl'K _ . ' � <br /> �� f`i;��-.'�a�,�; 1 _ ,z.� '"'' SUPPLY & MANUFACTURING <br /> � `>r <br /> , ��. <br /> ;:\: `,�y � k, <br /> ,c��a r. .�. <br /> ' � � i ' � • � • • � ' <br /> - � . ' <br /> ;•i <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 ' �`Y�a- '`nw� r � " 3 . �• , - <br /> F i ��e � �� �* 1 l � � i ••���f ��,. <br /> '� �. <br /> I � <br />