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HomeMy WebLinkAboutSPECIFICATION SHEETBUILDING PRODUCTS OFAMERICALLC JUL 9 B 7I3i7 SPECIFICATION SHEET PERfiliZiNG ITEM # CR114DC CByNED"cy' FL NAME OF COMMODITY: 1 'A" RING SHANK COILED ROOFI SG t.�uCle County NAIL WIRE PLACEMENT: RAW MATERIALS: CHEMICAL ANALYSIS: TENSILE STRENGTH: ZINC PLATED: Nail Size Nail Head Size Nail Head Thickness Primary Application HIGH WIRE, LOW WIRE WIRE ROD C .08-.10% MN .5-.7% SI .2-.25% S .03-.035% P .025-.035% 410-480 N/SQ.MM 13-15 MICRON 1 '/4" x 11Ga 0.378" ±0.016" 0.028 " ±0.004" Roofing Shingles & Vinyl Siding Quantity per carton 7.2M Country of Origin P.R. China in b REQIREMENT MEET OR EXCEED: ASTM F-1667 FILE BUILDING PRODUCTS OF AMERICA, LLC 1127 S. 56TH ST TAMPA FLORIDA 33619 OFta6; Stl>-V-:. ® Home Adraneed ' � alit Page WalYq' Znom - - uflaratr YNY 1A. Help 5el¢K Toot, �J O Olhlf nommortlsrnWKN ornas llmRtE a¢eff to some features. Lam/ l o e A �•� �t © J�Lt WT, TSFiles a e3 Oeate Comex ErtraK DO Mort Comenw Wmd Irom nle Trim Imager Nth no Create .nv.K _ upgrade to Ao a u fTm aAPp.Mfi.Caait, u QnDbatS-Root Asaenbges _ x asYT-ur nmgmrcarros-rmrn ing. elector galvanization. mechanical Galvanization, hot : dipped galvanization. stainless steel, nonferrous metal and alloys or other suitable corrosion resistant material. rxoa.e sues. s. wood screws conform to ANSI/ASME B I8.6.1. Screaasshallbecorrosion resistant byeoaling.galvani- C zatron.stainless steel. nonferrous metal orothersuitable corro- sion resistant material. The corrosion resistance shall be demonstrated through one of the following methods: 15.4 4 Find - -- - -10 - jChh hUelar opllont... r 1 se z.z.b r asten ers. Fasteners for asphalt shingles shall be galvanized, stainless steel, aluminum or copper roofing nails, minimum 12 gage [O.105 inch (2.67 nun)1 shank with a minimum 31, inch -diameter (9.5 mm) head, of a lenbnh to penetrate through the roofing materials and a minimum of 3/4 inch (19.1 min) into the roof sheathing. Where the roof sheathing is less than'/, inch (19.1 min)thick-the nails shall_ penetr cb ilt miglt_thc shcalhin e.""`F st"%ner:i-steal(. comply I 1ytPh,AStiM1'Fa166T. 2010 FLORIDA BUILDING CODE —BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES The nail component of plastic cap nails shall underlayment shall not interfere with the ability ofthe shin - meet the corrosion resistance requirements or Section gles to seal. 1507.2.6. I of c.._.r A tra e b m e n a. Asphalt shingles shall have the mi n- in tan numberof fasteners required by the manufacturer and Section 1504.1. Asphalt shingles shall be secured to the roofwilh not less than four fasteners per strip shingle or two fasteners per individual shingle. where the roof slope exceeds 21 units vertical in 12 units horizontal (21:12). asphalt shingles shall be installed in accordance with the manufacturer's printed installation instructions for steep -slope roof applications_ py < 5of 38 1301.2.8.1 High wind attachment. Underlayment : applied in areas subject to high winds (Va„1 greater than 110 mph as determined in accordance with Section 1609.3.1) shall be applied with corrosion -resistant fas- teners in accordance with the manufacturer's instruc- tions. Fasteners are to be applied along the overlap at n = maximum spacing of 36 inches (914 min) on center. 15u 9.z.n.a I c c ba r rler. Reserved. 13u7.z.9 rlashincs. Flashing for asphalt shingles shall rmm�ly with lhic cnrlinn Flnchinn chnll ter nnnlind in nrrna r .0 v J n c1 u tws — 11 ® Home Ldnneed Rep W4� V i1 to Dage 'lrea LJ do ticlstlruo C Rvtm<4ieax Sale@ Geate Convert EabdQ Do Mort (•omen en to Worn tramnle Tarred Images Wthpro Kee Took Oette/c .4 Upgrade to Ro OOThk doaumrQkrtsblrt[dwaas limRN etms[o somererturt4 � �-- --- itiadutttappaoatlanWaY ®aD1er IS -Pool AaaesoagesarW_ X SPEED FROM RSONE 10o5AA9,_CorASC67 Vaom ASTMD715a ASTM111316i _. 110 35 D, G or H _ A, D or F 116 90 D. G or H. A. D or F 120 100 Gores A,DorF 142 110 GorH F 155 120 G or H F 168 130 i H F 181 1400 H F _ 194 j 150 H F • a3a;sxx Vad erla3m an t a p p lie a [to a. For roof slopes from lwv units vertical in 12 units horizontal (17-percent slope) and up to four units vertical in 12 units horizontal (33-per- ecnl slope), underlayment shall be two layers applied in the following manner. Apply a minimum 19-inch-wide (483 moil strip of underlayment felt parallel with and starting at the waves. fastened sufficiently to hold in place. Starting at the cave_ apply 36-inch-wide (914 mm) sheets of underlayment overlapping successive sheets 19 inches (483 mm).by fastenedsutTiciently to hold in place. Distortions in the underlayment shall not interfere with the ability of the shingles to seal. For roof slopes of four units vertical in 12 mots horizontal (33-percent slope) or greater, underlayment shall be one layer applied in the Following manner. Underlayment shall be applied shingle fashion.,parallel to and starting from the cave and lapped 2 inches (51 mnr), fas- tened sufficiently to hold in place. Distortions in the VUL,I I Sol H 117.1 dl1 I It 1117 (H9113 01 :�:D1 WIi 4 p,r , sotn o vL C, find P - Click Clltk herNor oDllons... - or ml metat taps. I tic entire cage or ore norizonwl : flange shall besealedcovering ail nail penetrations : with approved flashing cement and membrane. Shingles will overlap the horizontal flange and t shall be set in approved flashing cement. Base flashing shall be of either corrosion resis- tant metal with a minimum thickness provided in Table 1503.2 or mineral surface roll roofing C weighing a minimum of77 pounds per 100 square feet (3.76 kghri). Counter flashing shall be corro- sion resistant metal with aminimum thickness.pro- vided in Table 1503.2. Iso7.a.v._ vauets. Valley linings shall be installed in C accordance with the manufacturer's instmctions before applying shingles. Valley linings of the following types shall be permitted: 1. For open valleys lined with metal, the valley lining C shall be at least 16 inches (406 mm) wide and of C any of the corrosion -resistant metals in Table 1503.2. 2. For open valleys, valley lining oftwo plies ofmin- oral-surfaced roll roofing complying with ASTM E D 6380. Class M. or ASTM D 3909 shall be per- mitted. The bottom layer shall be 18 inches (457 mm) and the top layer a minimum of 36 inches C (914 mm) wide. 3. For closed valleys, valley lining of one ply of smooth roll .roofing complying with ASTM D 6380. Class S. and at least 36 inches (914 nuir) 15.5 JR., a, � im — '