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05- 20 -'09 09;00 FROM -ABC SUPPLY CO, 3525232227 T -850 P005/011 F -037 j SYSTEM DESCRIPTION 1 SYSTEM A -1S: "5V" 26 Ga. Metal Panel Deck Type: Wood, Non - insulated Deck Description: 19 /32" or greater plywood or wood plank. Slope Range: 2 ": 12" or greater Maximum Uplift See Table A Below. (See General Limitation #1) Pressure: Deck Attachment: In accordance with applicable Building Code. but in no case shall it be less than #8 x 2" wood screws spaced 6" o.c around the perimeter and 12" o.c. in the field.. In reroofing, where the dock is less than 19 42' thick (Minimum 15 /32') The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be a ASTM D 226 Type II installed with a minimum 4" side4aps and 6" end -laps. Underlaynnent shall be fastened with corrosion resistant tin -caps and 11" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with Union Corrugating Company's current published installation instructions. fire Bander Board: For class A or B fire rating, install minimum 'A" thick Georgia Pacific "Dens Deck" (with current NOA) or minimum 4mm thick of Tritex, RockRoof (with current NOA) or 5 /g" water resistant type X gypsum sheathing with treated core and facer, or Elk Versashield (with current NOA). Metal Panels and Install the "5V Steel Roofing Panel" and accessories in compliance with Accessories: Union Corrugating Company's current published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. 5V Itooftng Panels shall be fastened with a minimum of #9 Hex Head Wood corrosion resistant fasteners with scaling washer. Fasteners shall of sufficient length to penetrate through the sheathing a minimum of 9 1 16 ". Fasteners shall be place in accordance with fastener detail herein as follows: 1. All fasteners are to be located on top of the ribs as shown in Detail A herein. 2. All fasteners at center rib, undeclap rib, and overlap rib shall be spaced at a maximum distance listed in Table A below parallel to the roof slope. See Detail A herein. TABLE A MAXIMUM DESIGN PRESSURES Roof Areas F1eld Perimeter and Corner _ Maximal 1 . pressures . 91275 i : f -1111 Maldmarm Fastener : _ 24" o.c. 1Z" o.c. 1. Extrapolation shall not be allowed NOA No.: 06- 1002.13 Expiration Date: 05m/12 Approval Date: 06/14/07 y Page3of7