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BUILDING PRODUCTS DF AMERICA LLC
SPECIFICATION SHEET
ITEM # CR I.14D C
NAME OF COMMODITY: 1 I/4" 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: 1 3-15 MICRON
Nail Size 1 '/4" x 11 Ga
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. China
REQIREMENT MEET OR EXCEED: ASTM F-1667
BUILDING PRODUCTS OF AMERICA, LLC 1127 S. 56TH ST TAMPA FLORIDA 33619
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Product Approval kttidaeit — CtsaptertS:Roof AreentsGesand_ .X •e
ce uyt ono- asten ers.Fasteners for asphalt shingles shall be
ing. electro galvanization, mechanical galvanization, hot galvanized, stainless steel; aluminum or copper roofing
dipped galvanization, stainless steel, nonferrous metal and nails,minimum 12 gage[0.105 inch(2.67 cum))shank with
alloys or other suitable corrosion resistant material. a minimum 3/i,inch-diameter(9.5 mill)head,of a length to
serer s. Wood screws conform to ANSI/ASME B penetrate through the roofing materials and a minimum of
18.6.1. Screws shall be corrosion resistant by coating,galvani- 3/4 inch(19.1 cum) into the roof sheathing. Where the roof
E 7ation.slain less steel,nonferrous metal or other su itable corro- sheathing is less than 3/4 inch(19.1 cum)thick:the nails shall .
lion resistant material. The corrosion resistance shall be peneptc_througlt.Ute sheathint, FFtt lento 1 ll'd amply"_`•
demonstrated through one of the following methods: F,ru lh AST,M F41 G67 `! "
15-4 2010 FLORIDA BUILDING CODE—BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
t,u,.x_IvA The nail component ofplastic cap nails shall undei•layment shall not interfere with the ability of the shin-
niect the corrosion resistance requirements of Section gles to seal.
l 507.2.6. I307,.Y.8.I High wind attachment. Underlayment
i 5.o:.z.: A riaehin ent.Asphalt sh i ngles shall have the min- applied in areas subject to high winds(V,,,d greater than :
itnumnumberoffastenets•requiredby the manufacturer and 110 mph as determined in accordance with Section
Section 1504A. Asphalt shingles shall be secured to the 1609.3.1) shall be applied with corrosion-resistant fas-
roofwith not less than four fasteners per strip shingle or two teners in accordance.with the manufacturer's instruc-
fasteners per individual shingle. Where the roof slope tions. Fasteners are to be applied along the overlap at a
exceeds 21 units vertical in 12 units horizontal (21:12). maximum spacing of 36 inches(914 cum)on center.
asphalt shingles shall be installed in accordance with the l o 7.2.11.2 tee t a r r ter. Reserved.
manufacturer's printed installation instructions for
steep-slope roofapplications. I307.z.9 Ftashines. Flashing for asphalt shingles shall
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o PradactApprovat,effidavit chapter is-Roof Assemblies and_ u e
SMED FROM FIGURE i � of all metal laps.The entire edge of the horizontal A
s6o9a $,c orASCE 7 V,Rd ASTM D 7i58 ASTM D 31si flange shall be sealed covering all nail penetrations
110 85 D.G or H A,D or F with approved flashing cement and membrane.
.. ......................_...___.._.___ Shingles will overlap the horizontal flange and E
It(, 90 D.G or H A,D or F shall be set in approved flashing cement.
129 100 G or H A,D or F Base flashing shall be of either corrosion resis- :
142 110 G or H F tant metal with a minimum thickness provided in
Table 1503.2 or mineral surface roll roofing
155 I 120 I G or H F weighing a minimum of 77 pounds per 100 square
_ 1_611, 130 i H I F i feet(3.76 kg/m'-).Counter flashing shal l be corro- :
sion resistant metal with a minimum thickness
pro-CIAO i H F r vided in Table 1503.2.
.____.-------- --- -
19 i_ ISU Fl F tsa:.e.g.a valleys. Valley linings shall be installed in
P so7_z_8 U Daertmym e n t application. For roof slopes from accordance with the manufacturer's instructions before
ling units vertical in 02 units horizontal(I 7-percentslope) applying shingles. Valley linings of the following types
avid!up to four units vertical in 12 units horizontal(33-per- shall be permi(ted:
cent slope).undcrlayrnent shall be two layers applied in the l• For open valleys lined with metal,the valley lining
Following manner. Apply a minimum 19-inch-wide (483 shall be at least 16 inches (406 mm)wide and of C
morn)strip ofunderlaynnent felt parallel with and starting at any of the corrosion-resistant metals in Table
the eaves,fastened sufficiently to hold in place.Starting at 1503.2.
the eaee- apply 36-inch-wide (914 mm) sheets of
underlay ment overlapping successive sheets 19 inches(483 2• For open valleys,valley fining of two plies ofmin-
min),by fastened sufficiently to hold in place.Distortions in oral-surfaced roll roofing complying with ASTM
the underlayment shall not interfere with the'ability of the D 6380, Class M.or ASTM D 3909 shall be par-
shingles to seat.For roof slopes of four units vertical in 12 milted. The bottom layer shall be 18 inches(457
units horizontal(33-percent slope)or greater,underlayment nTm) and the top layer a minimum of 36 inches C
shall be one layer applied in the following manner. (914 mm)wide.
ILJnderlayment shall be applied shingle fashion, parallel to 3. For closed valleys, valley lining.of one ply of
and starting from the cave and lapped 2 inches(51 mm).fas- smooth roll roofing complying Nvith ASTM D
lened sufficiently to hold in place. Distortions in the 6380, Class S. and at least 36 inches (914 mnT)
2010 FLORIDA BUILDING CODE—BUILDING 15.5
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