HomeMy WebLinkAboutProject Information BUILDING PRODUCTS OF.AMERICA LLC
SPECIFICATION SHEET
ITEM # CR 114D C
NAME OF COMMODITY: 1 1/4" 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: 13-15 MICRON
Nail Size 1 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 7.2 M
Country of Origin P.R. China
REQIREMENT MEET OR EXCEED: ASTM F-1667
BUILDING PRODOCTS OF AMERICA,LLC 1127 S. 56TH ST TAMPA FLORIDA 33619
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_ inW-. electro galvanization, mechanical galvanization, hot 15,4) f asteners.Fasteners for asphalt shingles shall be
dipped galvanization, stainless steel, nonferrous metal and galvanized, stainless steel'. aluminum or copper roofing
alloys or ocher suitable corrosion resistant material. nails,rninimtnn 12 gage[0.105 inch(2.67 tnln)]shank with
a minimum'/g inch-diameter(9.5 min)head,of a length to
Ser rvr 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,galvanir '/fl inch(19.1mm) into the roof sheathing. Where the.roof .
E iaticnt.stainless steel,nonferrous metal orother suitable corro- sheathing is less than 3/4 inch(19.1 min)thick,the nails shall
lion resistant material. The corrosion resistance shall be penetr tc through,thic sheathtn tt�tCt c,�`Ylattll'r t on�Ply :rc
demonstrated through one of the following methods:
15.4 2m FLORibA BUILDING CODE—1UILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
The nail component of plastic cap nails shall underlayment shall not interfere with the ability of the shin-
meet the corrosion resistance requirements of Section gles to seal.
1507.2.6.
1307.2.N.1 H Igh wind attaehm Ent. Underlayment
Isa.-_c.T A isnehsn cut.Asphalt shinglesshall havethe min- applied in areas subject to high winds(Vam greater than
imum number offastenemrequired,bythefnanufacturerand 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-
roof with not less than four fasteners per strip shingle or two toners 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 2.1 units vertical in 12 units horizontal (21:12). maximum spacing of 36 inches(914 min)on center.
asphalt shingles shall be installed in accordance with the
manufacturer's printed installation instructions for I r,ii 7.2.n.2 1 c e b a r r ier. Reserved.
steep-slope roof applications. i3a7.z.g Ftashings. Flashing for asphalt shingles shall
rmm�ly�srith chic cr+rtinn Flnctlina chnll hr+nnnliprl in nrrnr_
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SPEW FROM FIGURE of all metal laps.The entire edge of the horizontal
_ 96009A,s,C orASCE-7 Vasd ASTM O 7t5B ASTM O M61 flange shall be sealed covering all nail penetrations
\ �~ 110 85 D.G or N A.D Dr 1 with approved flashing cement and membrane.
.. . ._ ...,...............__..._�__ Shingles will overlap the horizontal flange and E
1 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 tint metal with a minimum thickness provided in
Table 1503.2 or mineral surface roll roofing
ISS
i 120 1 G or H F weighing a minimum of 77 pounds per 100 square
11611 13U i H I F i feet(3.76 kg/In').Counter flashing shall be corro- :
�— —— ---+----r
— -� sion resistant metal with a minimum thickness pro-
_ —_ 181 140 — 14 F vided in Table 1503.2.
__—ItD4 _—_ ;_ 15u Fl - ; F valleys. Valley linings shall be installed in E
ins8';.r_o 0 mdertaym cut appll¢a►lon. Forroofslopes from accordance with the manufacturer's instructions before
I- o ijahs verliicall in 12 units horizontal(I 7-percentslope) applying shingles. Valley linings of the following types
and up to Polar units vertical in 13 units horizontal(33-per- shall be permitted:
cent slope').undeb^Uaymnent shall be two layers applied in the 1. Foropen valleys lined with metal,thevallcy lining
follmvinng manner. Appiy a minimum 19-inch-wide (483 shall be at least 16 inches (406 mm)wide.and of
milli)strip of underlaiyinent Felt parallel-with and starting at. any of the corrosion-resistant metals in Table
the eaves,fastened sufficiently to hold in place.Starting a1 1503.2.
the eave- apply 36-inch-wide (914 mm) sheets of
underlayment overlapping successive sheets 19 inches(493 2. For open valleys,valley lining of two plies of min-
ivim),-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 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 E
shall be one layer applied in the following manner. (914 mm)wide.
underlayment shall be applied shingle fashion, parallel to 3. For closed valleys,.valley lining of one ply of
and starting from the eaveand lapped 2 inches(51 mm),fas- smooth roll roofing complying with ASTM D
tened sufficiently to hold in place. Distortions in the 6380. Class S. and at least 36 inches (914 n,m)
2010 FLORIDA BUILDING CODE—BUILDING 16.5
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