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APPROVED ASSEMBLY: <br /> System: "5V- Crimp" Metal Panels <br /> Deck Type: Wood, Non - insulated <br /> Deck Description: 19 / 32 " or greater plywood or wood plank. <br /> Slope Range: 2 ":12" or greater <br /> Maximum Uplift See Table A Below <br /> Pressure: <br /> Deck Attachment: In accordance with applicable building code, but in no case it shall be less than 8d <br /> annular ring shank nails spaced at 6" o.c. In re- roofing, where deck is less than <br /> 19/32" thick (minimum 15 /32 ") the above attachment method must be in addition to <br /> existing attachment. <br /> Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a <br /> minimum 4" side -lap and 6" end -laps. Underlayment shall be fastened with <br /> corrosion resistant tin -caps and 12 gauge 1 - annular ring -shank nails, spaced 6" <br /> o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Or, any <br /> approved underlayment having a current NOA. <br /> Valleys: Valley construction shall be in compliance with Roofing Application Standard <br /> RAS 133 and with current published installation instructions and details in <br /> Southeastern Metal Manufacturing Metal Roofing Installation Manual. <br /> Fire Barrier Any approved fire barrier having a current NOA. Or for class A or B fire rating, <br /> Board: install minimum 1 /4" thick Georgia Pacific "Dens Deck" (with current NOA) or <br /> minimum 4mm thick of Tritex, RockRoof (with current NOA) or 5 /8" water <br /> resistant type X gypsum sheathing with treated core and facer. <br /> Metal Panels and Install the "5V -Crimp Panels" and accessories in compliance with the current <br /> Accessories: published installation instructions and details in Southeastern Metals <br /> Manufacturing Company's Installation Manual. Flashings, penetrations, valley <br /> construction and other details shall be constructed in compliance with Roofmg <br /> Application Standard RAS133. <br /> 1. At the eave, rake, and ridge, fasteners shall be located not more than 3" away <br /> from the panel end. <br /> 2. The leading side edge of the panel should be the side with the anti- siphon <br /> groove; each panel side will overlap this channel to provide a capillary brake. <br /> 3. The panels shall be fastened with #9 x 2" metal roofing sealing washer screws <br /> in the crown of the inverted V ribs as shown in the details herein. <br /> 4. The panel's width fasteners shall be spaced at 11 %Z" to the center rib, Then 12 <br /> 1/2" to the next, perpendicular to the slope, through the overlapping panel. The <br /> flat area of the panel as shown in the details herein. <br /> 5. The panels fastening pattern at the interior of the panel, shall be in rows spaced <br /> as listed in Table A below, running parallel to the slope of the roof. <br /> Table A <br /> Maximum Design Pressure <br /> Field Perimeter and Corner' <br /> Maximum Design Pressure -67.25 psf. - 154.75 psf <br /> Maximum Fastener Spacing 16" o.c. 8" o.c. <br /> 1. Extrapolation shall not be allowed <br /> NOA No.: 07- 0815.06 <br /> Expiration Date: 11/08/11 <br /> — Approval Date: 11/08/07 <br /> NNW o Page 3 of 5 <br /> �_ I' C\ <br />