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HomeMy WebLinkAboutSPECIFICATION SHEETBUILDING PRODUCTS OF AMERICA LLC SPECIFICATION SHEET SCANNED BY ITEM # CR114DC St. LucipOnnnhr NAME OF COMMODITY: 1 'A" 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 Nail Head Size 0.378" ±0.016" Nail Head Thickness 0.028 " ±0.004" Primary Application Roofing Shingles & Vinyl Siding Quantity per carton 7.2M Country of Origin P.R. ChinaFIE Ur REQIREMENT MEET OR EXCEED: ASTM F-1667 L BUILDING PRODUCTS OF AMERICA, LLC 1127 S. 56TH ST TAMPA FLORIDA 33619 p ei 15 - ftoof� mtili&6nd Roo'fi'of Home Ad mnrd Help I,—I ' t J rrt Pave Q $,:• ts'�-,. Somm"e Fnef g AmIR Zoom �r.� Xletl NatalrYm Geate Camert Frtratl Do Mort C1memo crow - '• - from File To Tratlmages MhPra Veo- Tools Create/Camert Upgrade to Pro iuOI Thlf doaim<mlf reeMtRO artmt llmaN arTBIIOSome feaNrtl. 4' a nothrtApproaalAtfCnit u Qugerfs-Pool Aaemhfi6arW_ x E in_. cleciro galvanization- mechanical galvanization, hot dipped galvanization, stainless steel, nonferrous metal and alloys or other suitable corrosion resistant material. 1 •sou.0 sera,. !Food screws conform to ANSIIASNIE 13 18.6-I. Semvsshallbecorrosionresistanibycoating,galvani- C zatimiLgainlesssteel_nonferrousmetalorothersuitablecorro- sion resislam material. The corrosion resistance shall be dernonstreted through one of the following melhods- 154 A Find P - x <IiIX Herz IOI optlont.. 1 s0T.z.6 fasteners. Fastenersfor asphalt shingles shall be galvanized, stainless steel, aluminum or copper roofing nails, minimum 12 gage [O.105 inch (2.67 ntm)] shank with a minimum 3/1 inch -diameter (9.5 mm) head, of a length to penetrate through the roofing materials and a mininmm of 3/4 inch (19.1 min) into the roof sheathing. Where the roof sheathing is less than'/s inch (19.1 mm) thick. the nails shall_ penctr t�{hmtµ,bju: sheathing( astellm shall ell iijily iytlhr\SSI'R'9lrlft(i7r "r` 2010 FLORIDA BUILDING CODE —BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 'rhenail component ofplastic cap nailsshall underlaymentshall not interfere with the ability oftheshin- meet the corrosion resistance requirements of Section gles to seal. 1507.2.6. 13 07.2.8.1 High mind alto a In in to 1. Undeflaylnenl 1 c11;.z.t A 11.ehro car. Asphalt shingles shall have the min- applied in areas subject to high winds (Va,j greater than immmaumberoffasteners required bythemanufacturcrand 110 mph as determined in accordance with Section C Section 1504.1. Asphalt shingles shall be secured to the 1609.3.1) shall be applied with corrosion -resistant fas- roofevithnotlessthanfourfastenersperstripshingleortwo teners in accordance with the manufacturer's instruct % fasteners per individual shingle. Where the roof slope [ions. Fasteners are to be applied along the overlap at a escccds. 21 units vertical in 12 units horizontal (21:12), maximum spacing of 36 inches (914 mill) on center. asphalt shingles shall be installed in accordance with the I ;nT z n.z Icr harrle r. Reserved. rnanufacturer-s printed installation instructions for - sleep-goperoof applications. Isut.z.o Flashtngs. Flashing for asphalt shingles shall . - _ _ rmm�ly urilh this crrtinn Flnchinn _chill! hr annlinA in nrrnr_ nJ J Set J$ Y VI ©V J ® lJ JJ tJ I] 15D1( Home AdgneeE Htlp ,¢, •ate Its �� -,:• Y rotor Combme File, EddTe Crate Cnmert BNan DO More Camertto Ylore ham File To ivt lmeper Pith Pro C.ft[ omert _ ep9mde to pro OOThisaoa�merHaremleertmtuk rimaad ar¢It to some (eiWrei u ROWrkfDNoueiRWsuk CIS-pmlAssamaGesaM_ x I SPEED FROG FIGURE fMMk D,CorASC67 Voaa _ ASFMD7158_ ASFMD3161 110 _ 85 _ D.GorH A.DorF I 16_ 90 _ D. _G or H - A. D or F 129 100 GorH A,DorF 142 110 Gores F 155 120 G or H F I I 168 130 i H I F 181 140 i H F 194 150_ .�11 F 13a..n.0 umaertar®rmtappHealion. For roof slopes from Iom units vertical in 12 units horizontal (I7-percentslope) 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 mm) strip of underlayment felt parallel with and starting at the eaves, fastened sufficiently to hold in place. Starting at Hie cave. apply 36-inch-wide -(914 mm) sheets of underlaymenl overlapping successive sheets 19 inches (483 mm)_ by fastened sufficiently to hold in place. Distortions i It the Dmlerlayment shall not interfere with the ability of the shingles to seaL For roof slopes of four units vertical in I? units horizontal (33-percent slope) or greater, underlayment shall he one layer applied in the following manner. Underfayment shall be applied shingle fashion, parallel to and starting from the cave and lapped 2 inches (51 man). fas- tened sufficiently to hold in place. Distortions in the I 2010 FLORIDA BUILDING CODE— BUILDING d 503S u al find x CII<k here options... flangeshal l be sea led covering at l nai l penetrations with approved flashing cement and membrone. t Shingles will overlap the horizontal flange and E shall be set in approved Flashing cement. Base flashing shall be of either corrosion msis- tan( metal with a minimum thickness provided in Table 1503.2 or mineral surface roll rooting C weighing a minimum of77 pounds per 100 square feet (3.76 kg/nr'). Counter flashing shall be corro- sionresistnntmetalwilhaminimumthicknesspro- C vided in Table 1503.2. vauers. Valley linings shall be installed in E accordance with the manufacturer's instructions before applying shingles. Valley linings of the following types shall be permitted: I. Foropen val lcys lined with metaL the valley lining j shall be at least 16 inches (406 mm) wide and of E any of the corrosion -resistant metals in Table 1503.2. 2. For open valleys, valley lining oftwoplies ofmin- oral-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 6390. Class S, and at least 36 inches (914 mnt) 15.5 tarsp� H 1' i"x1YF"s�+ 1