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� SEMCO� <br /> SOUTHEASTERN METALS <br /> 5V-CRIMP PANEL <br /> Fastening Schedule <br /> 5V-Crimp Exposed Fastener Panel System <br /> Manufacturers Recommended Fastening Schedule <br /> Maximum Tested Design Pressures'-2,3,4 <br /> Plywood/O56 Decking <br /> Min.15/32"outside Miami-Dade Field Perimeter and Corners <br /> Min.19/32"in Miami-Dade Zone 7 Zone 2 and Zone 3 <br /> Maximum Design Pressure -67.25 psf -67. $� -93.5 psf -154J5 psf 5 <br /> Maximum Fastener Spacing 16"on center 16"o�r► 1, � enter 8"on center <br /> �-�Jt� , .� ) D,�� lY <br /> 7 Extrapolation and rational analysis by a Florida Licensed Architect or Structural Engineer is atl�vYe��,utsid�M�'a ni- cor�i rea. 2. Extrapola- <br /> tion and rational analysis shall not be allowed above the maximum tested design pressures within the Mia`�{^iJ-DA�Ie��1��r�T0������Tolation is allowed <br /> between Field and Perimeter&Corner test pressure values 4 For corresponding wind speeds,refer to table�6D4� ( ) 'da de. 5.The stated <br /> design pressure can only be achieved by using 79/32"Plywood or OSB decking. �•��p r,lhT����,"YG <br /> 't!J 1���� Ail� <br /> � �'�� <br /> 5V-Crimp Panel and Detail Testing Data and Specifications <br /> � Accelerate�sx��o�r..Q��ing 0 hours per ASTM G23. <br /> � �r <br /> \ Salt Spra���{ig o£��D�ng 1�h s per ASTM 6117. <br /> � � \� FireTesting per�l,�l`0�8t'r��� �/j <br /> � ` <br /> \\ Wind Driven Rain Test p� 1 .�.�' �� <br /> Code Approvals' �``���t <br /> Profile Detail UL Fire Resistance Directory#R20735 �'' <br /> I«__ 24"Coverage(�i-v,e) � UL Maximum Design Pressure Listing#R20735 �`, <br /> i �I <br /> ���� : Miami Dade Code Approval NOA#07-0815.06 ' <br /> �'- „„�• ;I <br /> ��` Florida Building Code Approval #FL-11175 <br /> Sidelap Detail <br /> 1 Code Approval numbers may have changed since oublication.Forthe most recent code approval <br /> numbers,contact Southeasrem Metals'Techincal Departme�t or refer ro the appropnate code agency. <br /> Anti-Siphon Channel <br /> ROOf ZOnes O.C.Spacing and Fastening Detail <br /> a <br /> j-Zone2 �I <br /> � <br /> Ta —.�– —_ —��.–_ <br /> ___— _^� ' <br /> ._..._. --'_� <br /> Zone 2--+ Zone 1 -754.75 psf <br /> j-Zone2 +Ridge � <br /> Zone 3 -► a <br /> a _!�_. ,--- 1`� -��------�_� <br /> _-=-- ___--- ----_ <br /> ----- <br /> zor,e 2 -. zone i �Zobeez For eaves,ridges and valleys _6�zs P5f <br /> t- Zone3 �—Eave <br /> Note:Dimension(a)is defined as 1096 of the minimum width of the '� "— �`'-�—''�—'-�"�-�� ��` <br /> building or 40°r6 ofthe mean height of the roof,whichever is smaller, For all intermediate purlins or plywood -6'�s PSf <br /> however,(a)cannot be less than either 4%of the minimum width of <br /> the building or 3 feet. <br /> � !� • ♦ � ► \ � i. � �� ► �\ <br />