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Home My WebLink AboutSPECIFICATION SHEETIWILDING PRODUCTS OF AMERICA LLC SCANNED SPECIFICATION SHEET St BY Curie Crn,nti, ITEM # CR114DC NAME OF COMMODITY: 1 '/4" RING SHANK COILED ROOFING NAIL WIRE PLACEMENT: HIGH WIRE, LOW WIRE RAW MATERIALS: WIRE ROD CHEMICAL ANALYSIS: C .08-.10% MN .5-.7% SI .2-.25% S .03-.035% P .025-.035% TENSILE STRENGTH: 410-480 N/SQ.MM ZINC PLATED: 13-15 MICRON Nail Size 1 '/4" x 11Ga FILL Nail Head Size 0.378" t0.016" Nail Head Thickness 0.028"±0.004" Primary Application Roofing Shingles & Vinyl Siding Quantity per carton 7.2M Country of Origin P.R. China REQIREMENT MEET OR EXCEED: ASTM F-1667 BUILDING PRODUCTS OF AMERICA, LLC 1127 S, 56TH ST TAMPA FLORIDA 33619 ® Home AlMnred Help ` .l fit Raw.- ng1q. looLJ m � � select - n9IDl.weM .. Va. Toot, Comeme Free Cncd a Convert fatraet Da More Cerrven to 11,1E Iranifile TOTat Images Withho ad.doCarmed Upgrade to R, OThk Gwopnmekref�tUedmfra{IIm2cUEtafg[wsmmercaNrtc. n' u Rmdua6arppeogYk' nC'ale u Oapee rS RoofAmmbbeaM_ x C ing. deeton galvanization, mechanical galvanization, hot dipped galvanization, stainless steel, nonferrous metal and alloys or other suitable corrosion resistant material. svoe-� sveear o- Wood screws conform to ANSI/ASME B 1&6.1. Scrnvsshall becorrosion resistant bycoating. galvani- 7 anon. stainless steel. nonferrous metal orother suitable corro- sion resistant material. The corrosion resistance shall be demonstrated through one of the following methods: 15-4 ssv:.r-w.s The nail component of plastic cap nails shall meet the corrosion resistance requirements of Section 1507.2.6. t aun:..... A to—ch. car. Asphalt shingles shall have the min- imum numberof fasteners required by the manufacturer and Section 1504.1. Asphalt shingles shall be secured to [lie toofavilh not Icss than four fasteners per strip shingle or two fnstomers per individual shingle. Where the roof slope eacceds 21 units vertical in 12 units horizontal (21:12). asphalt shingles shall be installed in accordance with the manufacturer's printed installation instructions for o find p .. Click bete log options... f i auT.e.g f astent, g. Fasteners for asphalt shingles shall be galvanized, stainless steel, aluminum or copper roofing nails, minimum 12 gage [O.105 inch (2.67 min)] shank with a minimum'/k inch -diameter (9.5 min) head, of a length to penetrate through the roofing materials and a minimum of 3/4 inch (19.1 min) into die roof sheathing. Where the roof sheathing is less than'/, inch (19.1 mm)thick,thenailsshall_ penes es,ll�iryy4(,e1L,[Itc slicathin %astencrs shr 11 Cmliply,J 2010 FLORIDA BUILDING CODE —BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES underlayment shall not interfere with the ability of the shin- gles to seal. tan T.z.a.i High wind attachment, Undeflayment : applied in areas subject to high winds (Vya greater than 110 mph as determined in accordance with Section 1609.3.1) shall he applied with corrosion -resistant fas- teners in accordance with the manufacturer's instruc- tions.Fasteners are to be applied along the overlap at a maximum spacing of 36 incites (914 min) on center. ISb T.z.xs Ice barrier. Reserved. roof applications, 1307.z.9 Fleshings. Flashing for asphalt shingles shall _ _ rnmoly urilh thic crrtinn Flnchinn chall h_r nnnlird in nrrnr- na ., 5of38 o v00 JQL da U i] 15014 — II O hi c7 t"i - V • -.. _ - _-Chapter�lbS Koattgcsemaues ana'ttoonoo! xeme Ati _ Hop Coma+ae rile, V nFHPW '�:: Ene Tod T ro-om VVl Se1w .. Crate Cemerth d on Mom cenvmmwore - �aarnrmt�' - '• - - M1am nl a Ta Tets Images Wta Pre Vim ipaU Create(Cnmed UM deto Re 'p OTNis daammeMmtrlttN taMelimiftE attefeta som[realuetL a' ® Poodwttappnwaaa'Wadt � [6apilee R-¢aawwvmesaM_ x+ SPEED FROM FIGURE _ P699A, B, C orASCE-7 V a _ ASTM071S8 ASTMD3161 110 _ 85 D,GorH _ A•DorF 116 90 D,GorH A.DorF 129 100 GorH A.DorF 142 110 GorH F 155 120 G or H F I + • 168 130 I H I F 181 140 H F T 194 i 150 H F rso 7._.a u a d er toy m rat a p v 0t a tlo n . For roof slopes from 1[vo units vertical in 12 units horizontal (I 7-percent slope) and up to four units vertical in 12 units horizontal (33-per- eent slope), undedaymenl shall be two layers applied in the folfovving manner. Apply a minimum 19-inch-wide (483 mm) strip of undedayment fell parallel with and starting at the caves_ fastened sufficiently to hold in place. Starting at the cat apply 36-inch-wide (914 mm) sheets of undo layntemoverlappingsuccessivesheets 19inches (483 mm). by fastenedsufficiemfy to hold in place. Distortions in The undedayment shall not interfere with the ability of the shingles to seal. For roof slopes of four units vertical in 12 units horizontal (33-percent slope) or greater, underlaynrent shall be one layer applied in the Following manner. Unsledaymem shall be applied shingle fashion, parallel to and starting from the eave and lapped 2 inches (51 mm), fas- tened sufficiently to hold in place. Distortions in the 2010 FLORIDA BUILDING CODE — BUILDING o rind P 1, x Clltk rem lo, options... or an merai laps. I ne entire cage or tire nonzontnu : flangeshal l be sealed covering al l nail penetrations : with approved flashing cement and membrane. Shingles will overlap the horizontal flange and C shall be set in approved flashing cement. Base flashing shall be ofeither corrosion resis- tant metal with a minimum thickness provided in Table 1503.2 or mineral surface roll roofing weighing a minimum of 77 pounds per 100 square feet (3.76 kg/m'-). Counter flashing shall be corro- sion resistant metal withaminimum thickness pro- vided in Table 1503.2. I ga7.e.9.x valleys. Valley linings shall be installed in E accordance with (he manufacturer's instructions before applying shingles. Valley linings of the following types shall be permitted: I. For open valleys lined with metal, the valley lining 7 shall be at least 16 inches (406 mm) wide and of C any of the corrosion -resistant metals in Table 1503.2. 2. Foropenvalleys, valley liningoftwo plies ofntin- C cral-surfaced roll roofing complying with ASTM D 6380. Class M, or ASTM D 3909 shall be per- : mitted. The bottom layer shall be 18 inches (457 nun) 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 min) U� 50136 b vg Q'•.� 15.5 II � d