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Home My WebLink AboutPROJECT INFORMATIONBUILDING PRODUCTS OF AMERICA LLC SPECIFICATION SHEET S� �9)� Mai k NAME OF COMMODITY: WIRE PLACEMENT: RAW MATERIALS: CHEMICAL ANALYSIS: TENSILE STRENGTH: ZINC PLATED: Nail Size Nail Head Size Nail Head Thickness ITEM # CR114DC 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" t0.016" 0.028 " f0.004" 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 a.�. -, :- ® Home Advanced Help P,1�2 ntWldUb;1 Fa PageZoom Set ad _ uRoRle View _ Yeer r_ s "dr 1y�I Combine Files t Eddie create Convert Fatad Da More Convert to We, '• Irom File To ren Imager Witte No Tools Creatoce .ert Upgrade to No OQThls daaimen[Is ratrlded areas llmdeda¢efe [o some features. n- u Ned.d Apprerul AffidaNt u ChapM 15-Rpol Assnnbgepand_ x l : ing, electro galvanization, mechanical galvanization, hot dipped galvanization. stainless steel, nonferrous metal and alloys or other suitable corrosion resistant material. t sgb.b senors. Wood screws conform to ANSUASME B 18.6.1. Scrmvsshall becorrosion resistant bycoating. galvani- C zalionstainlesssteel.nonferrousmetalorothersuitablecorro- sion resistant material. The corrosion resistance shall be demonstrated through one of the following methods: f]•X] Istr:._,.b.l The nail component of plastic cap nails shall meet the corrosion resistance requirements of Section 1507.2.6. I s u T..t.; A tla e h m e n i. Asphalt shingles shall have the min- imum numberof 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 he installed in accordance with the manufacturer's printed installation instructions for a Find 0 •1' x CIIh here ter optloni... Fasteners. Fasteners for asphalt shingles shall be galvanized, stainless steel, aluminum or copper roofing nails, minimum 12 gage [0.105 inch (2.67 ram)] shank with a minimum % inch -diameter (9.5 mm) head, of a length to penetrate through the roofing materials and a minimum of 3/s inch (19.1 ram) into the roof sheathing. Where the roof sheathing is less than '/sinch (19.1 mm)thick,the nails shall penetrate. through the sheathing. Fasteners shall comply with ASTM F 1667. 2010 FLORIDA BUILDING CODE— BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES underlayment shall not interfere with the ability of the shin- gles to seal. Igo ;.z.R.l alrh rr Ind altaehin ant. Underlayment applied in areas subject to high winds (V,W greater than 110 mph as determined in accordance with Section E 1609.3.1) shall be applied with corrosion -resistant fas- teners in accordance with the manufacturer's'instruc- Lions. Fasteners are to be applied along the overlap at a maximum spacing of 36 inches (914 ram) on center. IS07.a.a.2 lee barrier. Reserved. sleep -slope roof applications. — Isu;.z.g Flashings. Flashing for asphalt shingles shall I rmm�ly with this cnrlinn Flnch i be oh, l l h_ nntlrd in Filler•_ h-r a 5.138 P vg ® �. JI• �1 .I. ® Home Adnnred Help I ry r a ��4F1C441atR loI')t �'I 1 Combine Files 1..�. I ..V il.Fll Page tliE Hantl Zoom Sd.. CreatetmeCot Embed C,ed Do More Conven,, rt In Worn - npata[e tlier Irom Flle Tolert Images Ylth Ro Yer roods CwWc.mM Upgrade to No QOThis dammmtis rcdtted arhbs llmaM a¢ev to someftl[Urei. to u Rod.dAM.1MIdonnt u pupen l5-Raol Aso KK .nd_ X 1 SPEED FROM FIGURE 1509A, R, C or ASCE-7 Vma ASTM D 7158 ASTM D 3161 110 _ 85 D,Gor14 A,DorF ----_-- 116 1 9D -~ D_.G orH y A.DorF 129 100 Gores A, DorF 142 110 GorH F 155 120 G or H F I d _ 169 130 i H I F 181 —i 140 It F 194 ! 150 H F • i3o7,z.auoderiPrmeataoPtic atioa.For roof slopes from two units vertical in 12 units horizontal (17-percent slope) and up to four units vertical in 12 units horizontal (33-per- cent slope), underlayment shall be two layers applied in the following manner. Apply a minimum 19-inch-wide (483 mm) strip of underlayment felt parallel with and starting at the eaves, fastened sufficiently to hold in place. Starting at the eave, apply 36-inch-wide (914 min) sheets of underlayment overlapping successive sheets 19 inches (483 ram). by fastened sufficiently to hold in place. Distortions in the underlayment shall not interfere with the ability of the shingles to sea). For roof slopes of four units vertical in 12 units 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 mm). fas- tened sufficiently to hold in place. Distortions in the 2010 FLORIDA BUILDING CODE —BUILDING d� v 5of 36 y vp a Find P - x CIItk here for optldna... or at metro taps. i he enure cage of me nordzontai flange shot I be sealed covering all 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 of either 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 with a minimum thickness pro- vided in Table 1503.2. rao7.z.g.z vauers. 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. Foropen valleys lined with metal, the valley lining E shall be at )east 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- mitted. The bottom layer shall be 18 inches (457 turn) and the top layer a minimum of 36 inches E (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 nnnl)