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APPROVED ASSEMBX�IES; <br /> System; i4Master Rib"26 Ga.Metal Panel <br /> Deck Type; Waod, Non-Insulated <br /> Deck Description; New Construction �9/32" or greater plywood or woad plank. <br /> Slo�e Range; 2"; 12" or greater <br /> Maaimum Uplift See Tabie A beiow <br /> Prassare; <br /> Deck Attaehment: In accordance with applicable Building Code, but in no case it shall be less than 8d,2-ll2" <br /> long annular ring shank nails spaced at 6" o, c. In reroo�ng,where the dc;ck is less than <br /> 19132"thick(Minimum 1 Sf32"),the above attac}�ment methad must be irz addition to <br /> existing attaohment. <br /> Underlayment: Minimum underlayment shail be an ASTM D 226 Type II installed with a minimum 4" <br /> side-laps and 6" end-laps, Undertayment shall be fastened with corrosion resistant tin-caps <br /> and 1 j/a" annular ring-shank nails, spaced 6" o.c, �t all laps and two staggered rows 12"o.c. <br /> in the field of the roll. <br /> Fire Barriei•Soard; Any approved fire barrier having a current NOA. Refer to a current fire directory listing foz• <br /> fire ratings of this roofing systern assembly as welI as the lacation af the�re barrier within <br /> � the assembly. See Limitation# 3, <br /> � Va3ieys: Valley construction shal! ba in compliance with Roofing Application Standard RAS 233 <br /> �I and with Unian Corrugating Company's current published installation insiructians, <br /> Metal Panels and Instalt the "Master R.ib Roafing Panel" and �aecessories in compliance with Union <br /> Accessories: Corrugating Company's currer�t published installation instructions and detaiis. Flashing, <br /> ��, penetrations, valley construction and other detail�; shall be canstrueted in campliance with <br /> ' the minimum requirements provided in Raofing Application Standards RAS 133, <br /> ' Master R.ib Roofing Panels shall be fastened with�minimum of#10-14 x I-112"Hex Head <br /> � Wood corrosion resistant fasteners with sealing w�sher, Fasteners shaIl of sufficient Iength <br /> �li ta penetrate through the sheathing a minitnum af'!,6", Fasteners shall be place in <br /> � accordance with fastener detail herein as follows: <br /> �', 1, Panal side ribs shall be fastened along side of th.e panel inside rib, one fastener at the <br /> '� overlap.Fietd panel ribs sha11 be fastened with c�ne fastener per rib the sida af the panel. <br /> � 2, All fasteners at centar ribs and overlap rib shall be spaced at a maximum distance as <br /> noted in Table A below parallel to the roof siope, See detail hereiz�. <br /> 3. Panel overlap shall be fastened at the high point with'14-718"Iong Hax Head coz�rosion <br /> ' resistant fastenars with sea�ing washer spaced at a maximutn distance as nated in Table <br /> IA below paralleI to the roof slope. See detail herein. <br /> TASL�A <br /> ' MAXIMUM DESIGN PRESSURES <br /> � Roof r#,reas Field Perimeter and Corner <br /> '� Ma�imum Desi n Pressures •75 sf -135 psf <br /> � tYlagim�am Clip Spacing 24" o,c. 12" o,c, <br /> 1. Extrapvlation shall not be allowed <br /> � <br /> I <br /> M1AMb1�aoECOUNTY NOA TVo,: 12-OG06.01 <br /> ,,,,� � Expiration Date: 49/45(17 <br /> Approval Date; 08I23/12 <br /> Page 3 of 5 <br /> I <br /> I <br /> I - <br /> � —. <br /> _- <br />