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HomeMy WebLinkAboutSPECIFICATION SHEETBUILDING PRODUCT'S OF AMERICA LLC sc ..r ;PECIFICATION SHEETBY St. Lucie County ITEM # CR114DC NAME OF COMMODITY: WIRE PLACEMENT: RAW MATERIALS: CHEMICAL ANALYSIS: TENSILE STRENGTH: ZINC PLATED: Nail Size Nail Head Size Nail Head Thickness 1 'A" RING SHANK COILED R( NAIL 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" Primary Application Roofing Shingles & Vinyl Siding Quantity per carton 7.2M Country of Origin P.R. China REQIREMENT MEET OR EXCEED: ASTM F-1667 CONCUR FAST€hIENS RATTACHb1HHTS__-- ARETHE RESPONSI6IL0 OF THE CONTRACTOR OF RECORD BUILDING PRODUCTS OF AMERICA, LLC 1127 S. 56TH ST TAMPA FLORIDA 33619 I HAme Adranad 1 i¢i F-1.ntwldni I al nt Page Hand Zoom _ Unota[e Ycw Yewr .—:J _.._"_:...!aptrn.ro—ww.ewenwne>an¢wmwpouuctures.Pm-.Iv[rat Help hit ®Cambine rDe+ Edit TeH soled Create Convert Ectrad DOMore C.eeertioMrn from Ple Ton¢ Images With Pro Ta.1, Create/Conved Upgrade to Pro QThlf doolmerrt if restrl¢etl ArhaalMIIedar¢af to Same Kahlrer. o- ' Ratlo¢FyPrma[AFfidaNG ' Clnptev SsPm1A»emCLcsaM_ %I t ing. eleciro galvanization, mechanical galvanization, hot dipped galvanization, stainless steel• nonferrous metal and alloys or other suitable corrosion resistant material. t sob.n stir%,. wood screws conform to ANSI/ASME B 18.6.1. Screws shall be corrosion resistant by coiting. galvani- zation. stainless steel. non ferrous metal orother suitable corro- sion resistant material. The corrosion resistance shall be demonstrated through one of the following methods: 15.4 Isu T.e.a., The nail component of plastic cap nails shall meet the corrosion resistance requirements of Section 1507.2.6. 1 g07. Auaehm cut. Asphalt shingles shall have the min- imum number of fasteners required by the manufacturer and Section 1504.1. Asphalt shingles shall be secured to the roof with 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. a Find CIIIX here for oDtlons.� 13 g 7.a.0 F A a races. Fasteners for asphalt shingles shal I be galvanized, stainless steel, aluminum or copper roofing nails, minimum 12 gage [0.105 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 minimum of 1/4 inch (19.1 mm) into the roof sheathing. Where the roof sheathing is less than'/a inch (19.1 mm)lhick. the nails shall penetrate through the sheathing. Fasteners shall comply with ASTM F 1667. 2010 FLORIDA BUILDING CODE— BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES underlay ment shall not interfere with the ability of the shin- gles to seal. 1507.1.11.1 High wind attachment. Underlayment applied in areas subject to high winds (V,td 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 a maximum spacing of 36 inches (914 mm) on center. Ishl.'e.n.[ Ice barrier. Reserved. I3u7.[.v Flasbmes. Flashing for asphalt shingles shall rrnnnly with this crrtinn Flnchinn chnll hr nnnlird in nrrrn_ 'b ® Home aaaaared �- .F1.FH PSUe tfand' room. - ufbEaee Yew glen Help Ik .. ' i-i .._ .. Toole �•I �_ Combine Niel I Qeate Convert F d Do Mort Comedt.Wore from Fie To Text Images Will Pro _Creat,tc.nved — ___Upgrade to No i© QTnle dotumetdisrzMdeO arhaa limaed atrntm samefahlres. a- PoodudapProaeEAtElwait u Clugln tb-Paol0.atienld'YzaM_ % SPEED FROM FIGURE _ 1609A, B,_C or ASCE-7 via ASTM D 7168 . ASTM D 31_6.1 110 Y 85 D.G orH� A. D_or_F__ 116 90 D.GorH y A.DorF 129 too GorH A,DorF 142 110 GorH F 155 120 G or H F I 1 168 13 ti H I F 191 140 H F — I 194 i 150 H F 1 s o 7._.8 D n d e rta F n, e a t a p p tlt b eta n. For roof slopes from two units vertical in 12 units horizontal (I 7-percent slope) and up to four units vertical in 12 units horizontal (33-per- cent slope), underlaymenl shall be two layers applied in the following manner. Apply a minimum 19-inch-wide (483 Frm) strip of underlayment felt parallel with and starting at the raves, 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 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) orgreater, underlayment shall be one layer applied in the following manner. Underlayment shall be applied shingle fashion, parallel to and starting from [he cave and lapped 2 inches (51 man). fas- rened sufficiently to hold in place. Distortions in the 2010 FLORIDA BUILDING CODE— BUILDING 5030 a Find P - Clltk Mrt for options... U1 llll 11JUMI IUpb. I IIC UIIIIIU CUgU ul IIIC Ilul1[Ullwl flange shaI I be sea I cdcoveringalI noiI 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- tant metal with a minimum thickness provided in Table 1503.2 or mineral surface roll roofing weighing a minimum of77 pounds per 100 square feet (3.76 kg/m''-). Counter flashing shall be corro- sion resistant metal with aminimumthickness pro- vided in Table 1503.2. I3o7.z.g.z Yantis. Valley linings shall be installed in accordance with the manufacturer's instructions before applying shingles. Valley linings of the following types shall be permitted: I. Foropen valleys lined with metal, the valley lining t shall be at least 16 inches (406 mm) wide and of any of the corrosion -resistant metals in Table 1503.2. 2. Foropenvalleys. valley liningoftwo plies ofmin- eml-surfaced roll roofing complying with ASTM D 6380. Class M. or ASTM D 3909 shall be per - miffed. The bottom layer shall be IS inches (457 mm) 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) 15.5 I J 0 Ll ISM — r1 a i