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� i <br /> /````;���``�` p <br /> t^g,- - ..*ya� �'=;$:� .�3., . ' ' _ <br /> - `}.r"a��, - - ,�y.':nM'� - ;�,r^i�'';v:'i;_z>� '�d',::-;;'! -' - ;`z" _- <br /> .z}+� f, .:�_:tey.sa� n�i'r�AY�:'.: <br /> `At� ���y��/.ya.'•j�if!'�!'L-c`:����.X; - �°�. ���` ' k`tr_`�'_ _ <br /> - �,k: r�+�i}Y��sa2'�-,� '�-- F�x` �'�tl v �, e,+��,�.,�V�'T-!-� ` ''� ''�'�d• e n�Q�,�_-, ���� <br /> a <br /> �`,��, �x5 �, � ,,iry�--�u �'„'�;it"rb '4 Kta r�v'�.svtt;a„ � y�,.,� .�,., �;, S U P P LY $t M A N U F A C T U R 1 N 6 <br /> ",c���, a„r. t�.' ..r. r.- s.; .�,�,m�,tp,��. �t <br /> . : <br /> ' � ` : " � � • • � ' <br /> . � , � ■ � • i , • ■ � ' � � . <br /> TTi,t <br /> Roof Panel Fire Classification: Fire classification is not part of this acceptance. <br /> Shear Diaphragm: Shear Diaphragm vali es 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. Refe�r 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 /> '��' i:e.:ei�.f �'i'rS�y.,� :;R����'"Yu�" _"(d�i;�';ii,,t,�,,4:��,A;,, ,.�;,;:�'ilu;�,��l�i�, ;,Iq\.y,'-�;;�'i�„ ,:,�;n;?,r,����'h <br /> , �m s� yyy \�� �c ay� h ? u r �,u � a s�' r t� <br /> �. ' ¢ ,s (� ���� .�����.^'�i �����,������ . e�' T.�'�1�aa � t�f'� <br /> 1 'a s'r�#' y�#`5��..��1���':��,� kv t �fC*3i t.,a+� a tv�,� s1�} � { 1r t}7 k�,4sl,(: r,i,^: <br /> � ,R'�„ c».ts„�.�i,.�j�t. .S� ;,.�ui"iu;:y.��'��.;,�:z.���.,rct��t-,#..�� �.�'". <br /> � • <br /> � �/ � � �i � ' � � <br /> � <br />