HomeMy WebLinkAboutSPECIFICATION SHEETd21! 0 @ _�
BUILDING PRODUCT'S OF AMERICA LLC
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:
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 1lGa
0.378" t0.016"
0.028 " ±0.004"
Roofing Shingles & Vinyl Siding
7.2M
P.R. China
ASTM F-1667
SCANNED
BY
St. Lucie County
BUILDING PRODUCTS OF AMERICA, LLC 1127 S. 56TH ST TAMPA FLORIDA 33619
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c ing. clectro gavanization, mechanical galvanization, hot
dipped gel anization, stainless steel, nonferrous metal and
alloys or other suitable corrosion resistant material.
• I"&-6 See osP Wood screws conform to ANSI/ASME B
IB.6_I. Scrcrossballbecorrosionresistant bycoating,galvani-
ation. Stainless steel. nonferrous metal orolher suitable corro-
sion resistam material. The corrosion resistance shall be
demonstrated through one of the following methods:
15_4
tsoo.t.a_s 'The nail component of plastic cap nails shall
meet the corrosion resistance requirements of Section
1507.2.6.
t vr:.r.: A na e h to to t. Asphalt shingles shall have the mi n-
munn numberof fasteners required by the manufacturer and
Section 1504.1_ Asphalt shingles shall be secured to the
roofwith not less than four fasteners per strip shingle or two
fasteners per individual shingle. Where the roof slope
eccecils 21 units vertical in 12 units horizontal (21:12).
asphalt shingles shall be installed in accordance with the
manufacturers printed installation instructions for
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rCII(e here for options.. I
I auv.z.a Fasit p ers. Fasteners for asphalt shingles shall be
galvanized, stainless steel, aluminum or copper rooting
nails, minimum 12 gage [0.105 inch (2.67 mm)] shank with
a minimum'/t, inch -diameter (9.5 mm) head, of n length to
penetrate through the roofing materials and a minimum of
'/,t inch (19.1 min) into die roof sheathing. Where the roof
sheathing is less than'/, inch (19.1 mm) thick. the nails shall]
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penetr ugl,_dic shcathin . '.t� nm sIL�it comply/
JvJ_d SMl �1647.-
2010 FLORIDA BUILDING CODE —BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
undcrlayment shall not interfere with the ability of the shin-
gles to seal.
I307.a.8.1 HiPh wind nllocbmenc. Underlaymenl
applied in areas subject to high winds (Vow greater than
110 mph as determined in accordance with Section
1609.3.1) shall be applied with corrosion -resistant fas-
teners in accordance with the manufacturer's instruc-
tions. Fasteners are to be applied along the overlap at a
maximum spacing oF36 inches (914 min) on center.
Isgt.[.N.e Ice barrier. Reserved.
sicep-slope roof applications. Igo T.zs Flashlnrs. Flashing for asphalt shingles shall
_ _ _ rm_nnly with fhic crrtinn Flnchinn droll hr nnnlirri ir+nrrnr_
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f307.t.a Oadertarm rat applitation. Forroofslopesfrom
Taco 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
mail 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 mm) sheets of
undvilayment overlapping successive sheets 19 inches (483
aim}, 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 he one layer applied in the Following manner.
lJnderlayment shall be applied shingle fashion. parallel to
and starting, from The cave and lapped 2 inches (51 mm). fas-
reacd sufficiently to hold in place. Distortions in the
2010 FLORIDA BUILDING CODE — BUILDING
`411111LEW of all metal laps. The entire edge of the horizontal
flangeshall bescaled coveringall nail penetrations
LUwith approved flashing cement and membrane.
Shingles will overlap the horizontal flange and C
shall be set in approved flashing cement..
Mi Base flashing shall be of either corrosion resis-
® tant metal with a.minimum thickness provided in
Table 1503.2 or mineral surface roll roofing
UM weighing a minimum of 77 pounds per 100 square
feet (3.76 kg/n 2). Counter flashing shall be corro-
sion resistant metal with minimum thickness pro-
vided in Table 1503.2.
Ina T.e.9.rz valleys. 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:
1. Foropen valleys lined with metal, the valley lining c
shall be at least 16 inches (406 n1m) wide and of t
any of the corrosion -resistant metals in Table
1503.2.
2. For open valleys, valley liningof two plies of mill-
eral-surfaced roll roofing complying with ASTM E
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 =
6380, Class S. and at least 36 inches (914 mill)
Va SOM