Laserfiche WebLink
' ' , , � / r� �`w" <br /> �` _ ��a���� <br /> � o � � a • ,!e p , � e s n � � e ��' ��1�"w`JL',3� ''�i1.' <br /> \I 3i <br /> �,s-�"�"'"'`°'�s�„� SUPPLY & MANUFACTURING <br /> �} a � ,^;;.�;^.ti ;�t, ;����":.:,•r <br /> ����ss �, :��;.`,� � ,r��:;�h <br /> � t '.3�„"� ;�:� �.�}s <br />� .� 'T[[[� �.sr ' .rci>`, 'i3'•�`f� <br /> f� E.ti� f�: <br /> �ry Y. <br /> ��4 � � � � � � � � . . , <br /> '�j +� • � , . � � • , . � � � •• . • , �' • <br /> ? h1 <br /> nF <br /> ��r; <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 Z017 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#11651.26 R3•OCTOBER 5 2017 <br /> oo � 8 j e � ' +a <br /> � I�I <br /> � 11 •� • ' � • :• • : • ' • 1�. I <br />