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HomeMy WebLinkAboutSPECIFICATION SHEETIF1 rt , - BUILDING PRODUCTS OF AMERICA LLC SPECIFICATION SHEET S(:HNNLL BY ITEM # CR114DC St. Lucie Cono NAME OF COMMODITY: 1 'A WIRE PLACEMENT: RAW MATERIALS: CHEMICAL ANALYSIS: TENSILE STRENGTH: ZINC PLATED: Nail Size Nail Head Size Nail Head Thickness Primary Application Quantity per carton Country of Origin REQIREMENT MEET OR EXCEED: RING SHANK COILED ROOFING 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'/a"xi1Ga 0.378" ±0.016" 0.028 " ±0.004" Roofing Shingles 8c Vinyl Siding 7.2M P.R. China ASTM F-1667 ` BUILDING PRODUCTS OF AMERICA, LLC 1127 S. 56TH ST TAMPA FLORIDA 33619 Lv.'uo ui L=l "Y C ' ° e AAooed H IP enapterlb Koorassomeues'anOIKoottop'stWCtUrespot�rvltro'KeaaeFs rn'o t11T�Hon IR yIIf �o M Filet -LJRdiac iEEaItT pant' Zoom ©Ilomte Mew'�,I• Scion aaa Uur.or gar �lvo Sicn Ceeate Corned Emmd eP Mom Cnmert ra wore '•n nom File To Ted Intact With No Yew Toms Urate rowtd UParaaeto Pro ©ThN loamadis resbfde0 or luslimaedamnsta some lratures. o. / veaaudapomealunaaeai oaaptyrs-amrawmroaetrla_ x C 13YC0aF ing, clectro galvanization, mechanical galvanization, hot dipped galvanization, stainless steel, nonferrous metal and alloys or other suitable corrosion resistant material. raoe.n screws. Wood screws conform to ANSI/ASME B 18.6.1. Screws shall be corrosion resistant by coating, galvani- E zation, stainless steel. nonferrous metal orothersuitable corro- Sion resistant material. The corrosion resistance shall be demonstrated through one of the following methods: 15.4 i sa:.z.o.1 The nail component of plastic cap nails shall meet the corrosion resistance requirements of Section 1507.2.6. I s u 7.z.7 A it., h on e P t. 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 be installed in accordance with the manufacturers printed installation instructions for steep -slope roof applications. X Clid Fete for oDOant... _ 1 soa.-,.6 Fasteners. Fasteners for asphalt shingles shall be galvanized, stainless steel, aluminum or copper roofing nails, minimum 12 gage [O.105 inch (2.67 mm)] shank with a minimum % inch -diameter (9.5 nam) head, of a length to penetrate through the roofing materials and a minimum of l/a inch (19.1 man) into the roof sheathing. Where the roof sheathing is less than }/a inch (19.1 mm) thick, the nails sha I PC at h ugh to sheathin Fasteners shall comply`' wiih AS•pM F I'1G7. "' 2010 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES underlayment shall not interfere with the ability of the shin- gles to seal. 10e7.2.8.1 Hlrh wind auachmeut. Underlayment applied in areas subject to high winds (V,,,a greater titan 110 mph as detemiined 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. 1501.2.H.e fee barrier. Reserved. 1507.z.9 Finshincs. Flashing for asphalt shingles shall -- W _�4, same P. bu 0-0 ---'-- -- - --- U ®m-!tm-a g; ism il,—F---'& � ®Home adrinatl Help - � � - ryaPd A'*' (� Tap. - SeleC - <na -^., ram•u.: rr,r- IM, Ten �� 7] `ES Cmrzi S.pe ovate Cp--LLout eased - from nle To TM Images Cambine Fllei eiE ITeM Da Mort Cen,sate Wmd win pro ©Notate Wew V, real, O.AeXamed uoosatle to pro OoThis tloamerau rHbidedaraas limitrtlaarsf [o samefeamra. o.'� Rotludappraaanafltlam/ (lupinff-gaol Ass®DGesaM-. X SPFFD FROM FIGURE 1n0 A. B, C orASCE-7 Vmd ASYM D 7156 ASTM D 3M 110 85 D,Gorli A.DorF 116 90 D.GorH A.DorF 129 ' 142 155 too 110 120 G or H - GorH ' G or H_ A, D or F 7 F F . _.._.._..._.... .__ 168 130 H F —II 181 140 H F 194 150 _.H1 F f so::z.0 u adertaym eat avv ueatlon. Forroof slopes from two units vertical in 12 units horizontal (I7-percentslope) 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 undedayment felt parallel with and starling at the eaves, 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 ram), 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 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 Find P x Cllak here /or options.., of all metal laps. The entire edge of the horizontal flange shall be sealed covering all nail penetrations with approved flashing cement and membrane. E 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 feel (3.76 kg/nf-'). Counter flashing shall be corro- sion resistant metal with a minimum thickness pro- E vided in Table 1503.2. 1507.2.9.2 valleys. 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 C shall be at least 16 inches (406 mm) wide and of any of the corrosion -resistant metals in Table 1503.2. 2. Foropenvalleys, valley lining oftwo plies ofmin- 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 tin) 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 mm) U. V�__—`_ -- -.._ ._ Cl 15.5