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� _ /`��0 � <br /> - ku�....�,.,n,,�:s,.,� .t�_ .r,`-�' - - t:,:,a,,�,�:.�;;.,:,:, _ _ - <br /> ��' �_. .� ,� E. - . t� .� <br /> � �. � o��, � A�o o �{��+ # ��n.d m �Y d _ z�'�' ' ��I <br /> �t&,w,,. 3 � .slt�j'' <br /> � ��.-.�"k��` ��i,r'���,:c`' '=,a`,�,=- '' i:�' -�:� �'�.���.=._*�i,,, ;,��_'�-p�; _ S U P P LY & M A N U F A C T U R I iV G <br /> •� �.-. <br /> � � � <br /> ' ' i '� • � • � � ' • ' • • � <br /> • • , � • � • , � � � � . � � <br /> li'�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 exeeeded:This�evalua�ion 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#1165i_25 R2•JUNE 15,2�15 <br /> �'�T�_ „�' �4 ''�--�ti�1 '�_•`- �uiY �Y(..: , .,t er'r. .�"'�;q.t� <br /> > q 1 `,.�,ry. <br /> �M1..d�i)..*';..L�, <br /> ^�{ t"�� �, �3f'v`�;.� J�..� �..t.�����'{�,,.�. t'. :,..k,,�a�:��,"p.t �'�!i�''C.;�.'ti,`;5:.�` �i.,:j,� <br /> 6 lo � [ R; +� � �)� II ��f�� 9'" <br /> 4� �y li_ <br /> �.; � � �� ��, _ ��'�"s� � `�a�.����� �. �'��,:�,�,��r�y.,� <br /> � ��' �. ,,�.,.�, Y,;�.�� �, <br /> '#�� i�: J4'!, � ,yf.tui:%�r,��sU;t,�t%�`: r�t,. i��' M f.,.' s"'4� <br /> t, '; q '`'�c' F�} w�,<,w+1;.sg�i2'riavY':��;�'it'€;�,b{�r,��`� <br /> � • <br /> 1 � i.• • • • <br />