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HomeMy WebLinkAboutSPECIFICATION SHEETBUILDING PRODUCTS OF AMERICA LLC SPECIFICATION SHEET SCANNEb ITEM # CR114DC St. Lucie Crnir,t 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 1/4" x I IGa FILE Nail Head Size 0.378" t0.016" Nail Head Thickness 0.028 " t0.004" 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 advanced Hdp t0?iiaoe ,': jR : i a m vage 'Y1aMd. Zoom said - URaratr Yem .. Yen oaH [� 1 r ��'�J: "�'. C.mIem, Fla .'L Mtreat • Create Confront Esdrad Do More Coreertto"aid • from HeTo Text Images With Wes C'.'Ic Comed Upgrade to pro jO ©ihli dvnw¢dli mWttrd otpaillmRad e¢as[o some teatura. �u n- a RaerutJ4pprwaaNfidaait u rleagn n.Ifool Aaanbaeand_ x� ing, clectm galvanization, mechanical galvanization, hot dipped galvanization. stainless steel, nonferrous metal and alloys or other suitable corrosion resistant material. vitro . s... us. Brood screws conform to ANSI/ASME B 18.6.1. Senewsshall becorrosion resistant byconting,galvani- zalion. stainless steel. nonferrous metal orothersuilable corro- : Sion resistant material. The corrosion resistance shall be demonstrated through one of the following methods- 15L4 . ro:.c.o.. 'rhe nail component of plastic cap nails shall meet the corrosion resistance requirements of Section 15071.6. k :n :.e.: A air, c h u to I. Asphalt shingles shall have the min- inrum numberof fasteners required by the manufacturer and Section 1504.1. Asphalt shingles shall be secured to the roofvvith 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 dicels-slope roof applications. H.r 1 5038 c Fine P M Click hest for option e I ,a:.z.r Fasteners. Fasteners for asphalt shingles shall be galvanized, stainless steel, aluminum or copper rooting nails, minimum 12 gage.10. 105 inch (2.67 nun)) shank with a minimum 31, inch -diameter (9.5 mm) head, of a length to penetrate through the roofing materials and a mininmm of 3/,, inch (19.1 min) into the roof sheathing. Where the roof sheathing is less than 31, inch (19.1 min) thick, the nails shall_ penetrj(e.at*ugh the shcalhin tasteneA "sli¢IGconiply vc{thTASr(+tCF�I'667: 2010 FLORIDA BUILDING CODE —BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES underlaymcnt shall not interfere with the ability of the shin- gles to seal. High Hind attachment. Underlayment applied in areas subject to high winds (Vow 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 it a = maximum spacing of 36 inches (914 min) on center. IBUT.z.H.z ice battler. Reserved. I aHT.ea Fleshings. Flashing for asphalt shingles shall rn_mnly vvilh this crrlinn Flnchin_ochnll hr annlirri in .attar_ o-h J n .a 15gi — rI AE pl 5 jak bit ;-t L9 - C� - _' _'[ "'"_-^__='-' R' "`T""'•-" "aapter75"RooFAsse[nht+es'and Roottop'Str Ii ilm Hnm[ Adrareed Hap ,¢, Camerae HIM EdeTed ,!T#tYc�ll room 11 fit oneSaes Create Convert lm4ges Do More 6 u Raiatevtre _ - from File Tome lmtrad Do Yvu Too, CreatUcom[R Upgrade[ ,, OTh, donanvd HrNaaN mNbIImLW cros[tn some havrei lv a 'IRo-dudtApywabAlndait fY1pWe 15-pml AssempanaM_ x .� SPEED FIRM FIGURE _ V50A, 9, C orA^ 6_7 Vitro ASTMD71SO ASTM03161 110 85 D,GorH A. D_orF -- _--_I Id 90 D, G or H _ A. D or F 120 100 G or H A, D or F 142 110 GorH F 155 120 G or H F i 168 130 i H F 181 140 '_ H F -- 191------1- 150 H F [ Sua.z.o U aderlaf m ent application. Formofslopes from lvo units vertical in 12 units horizontal (17-percent slope) and up to four units vertical in 12 units horizontal (33-per- cent slope), undedayment shall be two layers applied in the following manner. Apply a minimum 19-inch-wide (483 mm) strip of underlaymeni felt parallel with and starting at the eaves, fastened sufficiently to hold in place. Starting at the cave. apply 36-inch-wide (914 min) sheets of mtdedaymem overlapping successive sheets 19 inches (483 mm). by fastened sufficiently 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 units horizontal (33-percent slope) or greater, underlayment shall he one layer applied in the following manner. Undedaymeni shall be applied shingle fashion. parallel to arrd starting from the cave and lapped 2 inches (51 rum), fns- teorfl sufficientty to hold in place. Distortions in the 2010 FLORIDA BUILDING CODE —BUILDING a Find 4 _ _ -.. P - ,- x Cliek nne for ppfionv.. ' flangeshal I be sealed covering all nai I penetrations with approved flashing cement and membrane. Shingles will overlap the horizontal flange and shall be set in approved flashing cement. Base flashing shall be of either corrosion resis- tanl metal with a minimum thickness provided in Table 1503.2 or mineral surface roll rooting weighing a minimum of77 pounds per 100 square MA Feet (3.76 kg/m). Counter flashing shall be corro- ® sionresistant metal withaminimumthickness pro- vided in Table 1503.2. LL pv.-L.y._ valleys. Valley linings shall be installed in C accordance with the manufacturer's instructions before : applying shingles. Valley linings of the following types shall be permitted: I. For open valleys lined with nietal, the valley lining t shall be at least 16 inches (406 rum) wide and of C any of the corrosion -resistant metals in Table : 1503.2. U., ., 5.1m C r," 6 - 2. For open valleys, valley lining of two plies of min- eral -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 min) and the top layer a minimum of 36 inches (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)