HomeMy WebLinkAboutPRODUCT REPORT - 1 INCH NAILSTRIP2160 SW Poma Drive
FILECOPY Palm City, FL 34990
.77AB72-8034.,
.. Product Approvali
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Compliant with Florida Building Code 2017 (6 ed.)ENED
Comp with Florida Product Approval Rule # 61G20-3 ST. LUCIE COUNY` BUILBI DI SIO
REVIEWED FOR C MPLIANC_E
CO pliant: Keystone Certifications REVIE ED '
DATE e
PLANS AND PE I ;MUST�'BE=1� pT ON']OE#��g
SITE OR NO.INSPECTION(S)-1IVI BE.MADE
Pro uct: 1" Nailstrip 26GA Steel Roof Panel FBC Sec. 1507.4.2
Yield strength: 50 ksi min.; Attached to min.15/32" plywood or
Wood Deck w/ 0.42 specific gravity with 16" Coverage (Max.)�'��
Rib Height 1" 441110•a),
Corr! Sion Resistant Compliant: FBC Sec.1507.4.3 - �� "010
Fast i ner 1: #10 x 1" (min.) Pancake Head Wood Screw to penetrate 3/16" (min.) thru t�'
bott m of support.
Adh - sive/Sealant : Bostik 915T"" Chem -Chalk, one component, polyurethane adhesive with
3/16" continuous bead application along base of male rib vertical flange at each panel
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Und ,� rlayment: To be compliant with FBC Sec 1507.1.1
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
Slop a : Shall be in compliance with FBC Sec.1507.
Insta I Details:- Table A --_ Allowable Loads - _' , METHOD 1 . M_ _--4_ _METHOD 2.
DESI N PRESSURE* '-86 PSF Main field 97.25 PSF Perimeter
FAST NER SPACING 6" O.C. 6" O.C.
SEA RA ADHESIVE Not required 3/16" continuous bead
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527 .
UL 5 ,0-06 & UL 1897-04 TEST REPORT D8133.01-450-18 06/30/15 Specimen #1 & #2
QUI_ , LENCY: UL1897-04 is equivalent to Test Standard ULI897-12. *Desi n_ Pressure ,margin of safe 2;1
Certi 'Cate of Independence:
Locke owden, P.E. does not have, not will acquire a financial iopmstRn ggy�ecompany manufacturing or distributing products
under his evaluation. ,��`�o�L D °8(j, "
Locke owden, P.E. is not owned, operated, or controlle$lo d72nY!�durer, or distributing products under this
report
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I'HI= 'IPLANS AND ALL PROPOSED WORK
ARE S BJECT TO ANY CORRECTIONS
REQUI ;i ED BY FIELD INSPECTORS THAT
MAY E E NECESSARY IN ORDER TO
COMP YY WITH ALL APPLICABLE CODES. .
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p ; STATE OF �6 (41
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1. U I8erlayment to be compliance with current Florida Building Code (FBC)2017 61' ed..
2. Mini:dimum slope to be compliant with Florida Building Code 2017 6m ed., and per with Manufacture►'s installation reference.
3. Pmducts are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
4. Erjgineering analysis for "project specific approval by local authorities wfjurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 6"' ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural
7..
report does not imply warranty, installation, recommended product use outside of this report.
FL 17022.6 1.0 Nail Strip (26GA Steel), 16" Wide Roof Panel - Details
16"
3/4"
1
Panel Profile
16" o.c.
R
Deck:
-15/32" or greater Plywood, or
- Wood plank
Integral Snap Lock
For METHOD 2:
Apply 3116" Bead Bostik 915TM Sealant
Continuous Along Male Rib Vertical Flange
Fastener
#10 x 1" Min. per Table "A"
Pancake Head Wood Screw
(Typical Fastening Pattern Across Width)
1" 1
FL 17022.5
1.0 Nail Strip (26GA Steel),16" Wide Roof Panel - Details
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15/32" or greater Plywood, or
- Wood plank
Cie+cmnr
Isometric View
Apply 3/16" Bead Bostik 915Tm Sealant
Continuous Along Male Rib Vertical Flange
(Refer to Table "A")