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BUILDING PRODUCTS OF AMERICA LLC
SPECIFICATION SKEET
ITEM # CR114DC
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%
E P .025-.035%
TENSILE STRENGTH: 410-480 N/SQ.MM
ZINC PLATED: 13-15 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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Approval Affidavit Chapter/5-Root Assuem68es and x
l 307.2.ti Fasteners.Fasteners for asphalt shingles shall be
ing, clectro galvanization, mechanical galvanization, hot
: dipped galvanization, stainless steel, nonferrous metal and galvanized, stainless steel, aluminum or copper roofing
t - : alloys or other suitable corrosion resistant material. nails,minimurn 12 gage[0.105 inch(2.67 nlln)]shank with
a minimum'/8 inch-diameter(9.5 mm)head,of a length to
r3nn.c scree s. NVood screws conform to ANSI/ASME B penetrate through the roofing materials and a minimum of
18.6.1. Screwssliall be corrosion resistant by coating,galvani- 3/4 inch(19.1 mm) into the roof sheathing. Where the roof
E zat ion.stainless steel,nonferrous metal orothersuitable corro- sheathing is less than'/a inch(19.1 mm)thick,the nails shall,,,..
sion resistant material. The corrosion resistance shall be penetrate_through-.the sheathing: P;istencrs shall t omply
demonstrated through one of the following methods: `wtth ASTM F 1667.
15-4 2010 FLORIDA BUILDING CODE—BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
r ? t su;-x.b.t The nail component ofplastic cap nails shall underlayment shall not interfere will!the ability of the shin-
meet the corrosion resistance requirements of Section glen to seat
1507.2,6. 1307.2.11.t 11 igh stind aItachm en I. Underlayrnent
A itachm ent.Asphalt shingles shall have the min- applied in areas subject to high winds(V,,d greater than
irnum number of Fasteners required by the manufacturer and 110 mph as determined in accordance with Section
Section 1504.1. 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 mm)on center.
asphalt shingles shall be installed in accordance with the f i117,1,N,, Ice battler. Reserved.
manufacturer's printed installation instructions for
steep-slope roof applications. 1,107--4.9 F lashings. Flashing for asphalt shingles shall
c mmnly luith this cprtinn Flndlina chnll hp nnnlirrl in nrrnr_
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m ra Paodud Approral Arfidavit o Qsapta l5-Roof AsSnnbrus and...-x—1 '�
SPEED FROM FIGURE of all metal laps.The entire edge of the horizontal
�1 1609A,9.C orASCE-7 vase y ASTM D 7158 ASTM D 3161 flange shaI I be sealed coveri rig al I nail penetrations
with approved flashing 110 35 D,GorH A,DorF PP g cement and membrane.
-"" Shingles will overlap the horizontal flange and
116 90 D,GorH A.DorF
.. shall be set in approved flashing cement.
129 100 G or H A,D or F Base flashing shall be of either corrosion rests- '
142 110 G or H F Cant metal with a minimum thickness provided in
! Table 1503.2 or mineral surface roll roofing
155 120 f G or H F weighing a minimum of 77 pounds per 100 square
! I'mH I F i feet(3.76 kg/m--).Counter flashing shall be corro-
I, - sionresistantmetalwithaminimumNticknesspro-
IKI 140 I H I F vided in Table 1503.2.
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-! _--194 !- I5o -�11 - ; F ,so;.c.s.: vane>s. Valley linings shall be installed in
fso;.z.0 Uadertarm cut application. For roofslopes from accordance with the manufacturer's instructions before
two units vertical in 12 units horizontal(I 7-percentslope) applying shingles. Valley linings of the following types
and up to Dour units vertical in 12 units horizontal(33-per- shall be permitted:
cent slope),underlayment shall be two layers applied in the ), 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 tnm)wide and of
mm)strip of underlayinent felt parallel with and starting at. any of the corrosion-resistant metals in Table
r" the raves,fastened sufficiently to hold in place.Starting at 1503.2.
1 the eave. apply 36-inch-wide (914 mm) sheets of
underlayment overlapping successive sheets 19 inches(483 2. For open valleys,valley lining oftwo plies ofmin-
mm).by fastened sufficiently to hold in place.Distortions in oral-surfaced roll roofing complying with ASTM E
the underlayment shall not interfere with the ability of the D 6380, Class M.or ASTM D 3909 shall be per-
shingles to seal.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 mm) and the top layer a minimum of 36 inches
shall be one layer applied in the following manner. (914 mm)wide.
Underlaymenl 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 mill),fas- smooth roll roofing complying with ASTM D
tened sufficiently to hold in place. Distortions in the 6390, Class S. and at least 36 inches (914 mm)
2010 FLORIDA BUILDING CODE—BUILDING 15.5
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