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i . <br />� � . .. <br /> / /! .� a <br /> . s � e � � � � � � � o � , ��I������ <br /> SUPPLY & MANUFACTURING <br /> d ,.0y�` � � " <br /> ��,�' � z�`A <br /> .si,� � �� <br /> .� b �� <br /> . � ' i ' � • • • � <br /> • � , � � ■ • , � � � � • � � <br /> `"�____"...'� Tf�l <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 11651.22 R2•JUNE 15,2015 <br /> . . � � � � S . � . <br /> i <br /> � � 1 � • C• ' • • � ': • � 1� � <br />