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` vF`":Fy°': al1 <br /> tit . �t��w � k t� n �,w•„�y`75 GY'�� � ® ® � � ® � °s'- .�G` o c"'s''® �0 � �`'."� 61iCWca, <br /> ��•` <br /> G ULF B Rlm <br /> k •TM PANEL OVER • 1 <br /> FLORIDA PRODUCT APPROVAL NO. 11651.19 R3 <br /> Tfvi <br /> `k <br /> Minimum Slope Range: Minimum Slope shall comply with Florida Building.Code 2017, including <br /> Section 1515.2 and in accordance with Manufacturers recommendations. For <br /> slopes less than 3:12, lap sealant must be used in the panel side laps. <br /> Installation: Install per Manufacturer's recommended details and RAS 133. <br /> Underlayment: Shall comply with Florida Building Code 2017 section 1518.2, 1518.3, 1518.4 <br /> Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory <br /> listing for fire ratings of this roofing system assembly as well as the location of the <br /> fire barrier within the assembly. 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 2017 Section 1609 or ASCE 7-10 <br /> using allowable stress design.The maximum fastener spacing listed herein shall <br /> not be exceeded. <br /> FL#11651.19 R3•OCTOBER 5,2017 <br /> P _%C11 <br />