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Home My WebLink AboutSPECIFICATION SHEETBUILDING PRODUCTS OF AMERICA LLC SPECIFICATION SHEET ITEM # CR114DC NAME OF COMMODITY: 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: 6GANNED BY >► Lucia Counfi� 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 '/4" x I lGa 0.378" ±0.016" 0.028 " ±0.004" Roofing Shingles & Vinyl Siding 7.2M P.R. China ASTM F-1667 BUILDING PRODUCTS OF AMERICA, LLC 1127 S. 56TH ST TAMPA FLORIDA 33619 1 ® name ARranted RNA • �' a Fit rage '19aatl Yaom setrd - - Uaotatr4iro+ V. T6oh a?: 1 Qeale Camert ritrad fromnle Iola[ Imago CreateKonrert QOTMs da[umaRis rtaMdrd mlusllmSed avns[P samefeaNrtr. - --- Io _ a. %6dudAPP�aaCNa6aH6 r. OSaoter lS. Root Rtsrmb4esarW_ x ®Camome Flm ai re Do More Cenven ra vfore Win No .. - UPgraEe to%a . ing. electm galvanization, mechanical galvanization• hot dipped gavanization, stainless steel, nonferrous metal and alloys or other suitable corrosion resistant material. e 3U6.6 seer,. s. Wood screws conform to ANSI/ASME B 18-6-1. Scrmvsshallbecorrosionresistantbycoating,galvani- C zarioo-stainless steel. nonferrous metal orother suitable corro- sion resistant material. The corrosion resistance shall be dcanonstmted through one of the following methods: Y5-4 tsD:.e-h.t The nail component of plastic cap nails shall meet the corrosion resistance requirements of Section 1 iO7.2.6. s v,etr..e.z a nachm e n f. 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 manufacturer's printed installation instructions for a Find i—.-.._-__.f x Click- .h-'le _tar.oPliom... t sgT,z.a Fasteners. Fasteners for asphalt shingles shall be galvanized, stainless steel, aluminum or copper roofing nails, minimum 12 gage [0.105 inch (2.67 nvn)) shank with a minimum J/k inch -diameter (9.5 mnT) head, of a length to penetrate through the roofing materials and a minimum of t/, inch (19.1 mm) into the roof sheathing. Where the roof sheathing is less than '/4inch (19.1 min) thick. the nails shall_, penes 31,eAthrpugh dtc shcathing asAnci sludlroo nply./ hwtlht,4STM:Fi1'66Z; t 2010 FLORIDA BUILDING CODE —BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES underlayment shall not interfere with the ability ofthe shin- gles to seal. lag 7.2.8.I elth xln it ,Itaehas en1. Underlayment applied in areas subject to high winds IV, greater than 110 mph as determined in accordance with Section 1609.3.1) shall be applied with corrosion -resistant fas- E tencrs in accordance with the manufacturer's instruc- tions. Fasteners are to be applied along the overlap at a maximum spacing of 36 inches (914 min) on center. IS07.z.a.z Ire bnr rie r. Reserved, veep -slope roof applications. ngT.z.g rlashints. Flashing for asphalt shingles shall _ rmm�ly rarilh chic crrlinn Flnchimr <hnll hr nnnlird in nrr•nr- g r 5et 38 k vy �- J L Jr V O ISWG — II Zi c)ci''=CTap['er t5'-'Roof'Asemtilie; and Rocftol Ngmi ?Rrantttl HNp �.¢ {�Iigt:tViJILi IR Tian ® Cgmalnr Fill, FdPq 1A _ ��: EN To. �I Srint Oct' Camed Farad ao Mort Convect to Ylma - l�ia°rnVirs '• from M, To Tat lmaga Wita No W. Tooth DWa X..d Upgratlr to Pro iOO IHhaaaunrrdk mtdihU tunas IlmarE auna [o some teaNrn. a u RotlurtAap[o-alNTlaavit � rlaptrr ti-pmlAatemapnaM_ z SP®FIiOM FIGURE __ tt�9A_&_ c orASCE_7 va:a ASTM D 7158 ASTM D 3M 110 85 D.GorH A.DorF Ito 90 D.GorH A,DorF 129 100 GorH A,DorF I4'_ I10 Gores F l55 120 G or H F 16X ' 130 i H i F ---- IS:I 140 Ii F 194 150 H F t io :.e.a U a d r rla y m rat application. For roof slopes from ttto units vertical in 12 units horizontal (17-percent slope) and up to four units vertical in 12 units horizontal (33-per- ccnl slope). undedaymcnl 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 in the caves, fastened sufficiently to hold in place. Starling at the cave. 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 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 ram), fas- tened sufficiently to hold in place. Distortions in the I 2010 FLORIDA BUILDING CODE — BUILDING 0, sat Te r ,u0 a Find p _ x Lli[k nur Ior options... or all metal taps. I lie entire cage of ute norzontal : flangeshallbesealedcoveringallnail 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 rooting C weighing a minimum of 77 pounds per 100 square feel (3.76 kghn). Counter flashing shall be corro- sion resistant metal withaminimum thickness pro- vided in Table 1503.2. lao7a.v.: vaurys. Valley linings shall be installed in accordance with the manufacturer's instructions before : applying shingles. Valley linings of the following types shall be permitted: 1, For open 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. For open valleys, valley liuingliftwo plies ofmin- cral-surfaced roll roofing complying with ASTM D 6380. Class M. or ASTM D 3909 shall be per - miffed. 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 6380. Class S. and at least 345 inches (914 min) v BUILDING PRODUCTS OF AMERICA LLC SCANNED BY SPECIFICATION SHEET st LUCIOr'ntinti ITEM # CR114DC NAME OF COMMODITY: 1 '/1, 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 '/4" x 11Ga 0.378" ±0.016" 0.028 " ±0.004" Roofing Shingles & Vinyl Siding 7.2M P.R. China ASTM F-1667 BUILDING PRODUCTS OF AMERICA, LLC 1127 S. 56TH ST TAMPA FLORIDA 33619 ® More AManted Help u fit ntaPave ]R J :1 .zk Hcnd' Isom Unarnr Vim Select Y s Toth Commae Files aW� Edit TtM Create Convert 14rad Do Moh Conven to wive rrum"" TOTeat Images t p.R. Create/Convert Upgrade to No 0Thls von�ma2lf rriMrhdorhas llmRM aearr [o svmeteaNrts. 'o u > RodultAp0roral.Lriearit u aeon.lS-goat AuemhGesaeW_ x C'IaaTnralEL' . ing. elector galvanization, mechanical galvanization, hot dipped galvanization, stainless steel, nonferrous metal and alloys or other suitable corrosion resistant material. v 3o6.6 serru.. hood screws conform to ANSIIASIv1E B I8-6_I. Scmvsslwllbecorrosionmsistanlbycoating,galvani- zation.stainless steel. nonferrous metal orother suitable corro- sion resistant material- The corrosion resistance shall be : demonstrated through one of the following methods: 15.4 11D7.t-6.1 The nail component of plastic cap nails shall moot the corrosion resistance requirements of Section 1507 2.6. 11417,7 A it. rb u e e 1. 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 execeds 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. da , So138 a rind p I <lih Hue for options... 1 suz.z.0 p a step its. Fasteners for asphalt shingles shall be galvanized, stainless steel, aluminum or copper rooting nails, minimum 12 gage [0.105 inch (2.67 nun)] shank with a minimum 3/1 inch -diameter (9.5 mni) head, of a length to penetrate through the roofing materials and a minimum of T/, inch (19.1 mm) into the roof sheathing. Where the roof sheathing is less than'/' inch (19.1 min) thick, the nails shall_, penetr le„rthLuuglr„Ute shcathin tlsteuers sliallpcoriiply % wtlCi FtSI 41lF 1'"I"K � v - 2010 FLORIDA BUILDING CODE —BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES underlayment shall not interfere with the ability of the shin- gles to seal. 1507.2,11.1 aleh hind atlac hm en t. Underlaymenl applied in areas subject to high winds IV, greater than 110 mph as determined in accordance with Section 1609,3.1) shall be applied with corrosion -resistant fas- E tenors in accordance with the manufacturer's instruc- tions. Fasteners are to be applied along the overlap at a maximum spacing of 36 inches (914 ram) on center. 1307.z,H.z Ice barrier. Reserved. 1sD7.z.g rlashlnes. Flashing for asphalt shingles shall I rnlnnly with this cr•rlinn Flnchinn chpll hr_+nn_nlirri in nrrnr_ 15 b # c�-, • vy "R Ctiapter`15`-'Raof)4c:emtilies and Rooftop Home advanced Help �¢ S.. iE1CCYatliro --I- 7y' ,gam te• Comolneflln b a FiLPege lotmLdTrg ,Hord I.. Sties - Geale Coert Extract Do More Convert or wore �'ao3aRVirw - - - ft rahlr nv fatal Imaged Win.. Yew reels CreahKomnl Upgrade to No OIi114 a6(IIMrrRISR Lkr[d NIYa)111111hE a([ri3le SOME rrilURi Iq � pmdugrAppNwlASiaarit u (r✓'a03ar IS-fOoiollkvemOfiesana-. X IYt MUM rnN1nG INSIA, B, C"ASCE7 Vasa ASTM D 7158 AS1M D 3161 _----110 _ _ 8i D-GorH A.DorF Ile 90 D,G or It A, DorF _-- -- ---129 100 G or H A. D or F 142 110 GorH F 155 120 G or H F _ 168 130 i H I F 181140 li F 194 150 H F tzu..r.a U naerlarra rat application. Forroofslopcs 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 man) strip of underlayment felt parallel with and starting at the eaves, fastened sufficiently to hold in place. Starting at the cave- apply 36-inch-wide (914 nun) sheets of underlaytrrent 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 shinglLs 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. 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 a find P - 'R Cli[k dnelor o011oni... of all metal laps. 1 lie entire edge or [Ile norzontal ; flange shall be sealed covering all nail 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 resin - (ant metal with a minimum thickness provided in Table 1503.2 or mineral surface roll roofing t weighing a minimum of 77 pounds per 100 square feet (3.76 kghn). Counter flashing shall be corro- sion resistant metal with a minimum thickness pro- t vided in Table 1503.2. 1307.z.9.1 va urys. Valley linings shall be installed in E accordance with the manufacturer's instructions before : applying shingles. Valley linings of [he following types shall be permitted: I. Foropen valleys lined with metal, the valley lining shall be at least 16 inches (406 mm) wide and of E any of the corrosion -resistant metals in Table 1503.2. 2. Foropen valleys, valley lining of two plies of min- E eral-surfaced roll roofing complying with ASTM 7 D 6380. Class M. or ASTM D 3909 shall be per - mated. The bottom layer shall be 18 inches (457 min) and the top layer a minimum of 36 inches 7 (914 ram) 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) g, c 5o1De � vu 0 • - 15.5 J L» J J 1X — 11 i File COPY