HomeMy WebLinkAboutNOA, PBR 26g Steel Purlins (002)Product Report Manufacturer: Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
Compliant with Florida Building Code 2017 (6th ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Quality Assurance Program
Product: PBR Rib 26 GA Steel Roof Panel FBC Sec. 1507.4.2
Yield strength: 50 ksi min.; Attached to Steel Purlins with screws.
36" Coverage
Rib Height 1-1/4"
772 872-8034
Corrosion Resistant Compliant: FBC Sec. 1507.4.3
Fastener for Method 1 Attachment: 12-14 x 1-1/4" Hex-Washer Head, self-drilling screw
with WSW to penetrate 3/4" min. thru bottom of support (thru flange of steel purlins).
Fastener for Method 2 Attachment: #14 X 7 /8" Hex-Washer Head, self-drilling screw with
WSW to penetrate 3/4" min. thru bottom of support (thru flange of steel purlins).
Underlayment: To be compliant with FBC Sec. 1507.1.1
Slope: Shall be in compliance with FBC Sec. 1507
Install Details: Table A Allowable Loads METHOD 1 METHOD 2
DESIGN PRESSURE* -45.5 PSF -105 PSF
PURLIN SPACING 60" 24"
FASTENER SPACING (ALONG PANEL WIDTH) See Details See Details
FASTENER SPACING (ALONG PANEL LENGTH) 20" 12"
FASTENER SIZE: 12-14 X 1-1/4" 14 X 7/8"
SPAN CONDITION 3ORMORE 3ORMORE
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
ASTM E 1592-051
Equivalency Statement: 1. The ASTM E 1592-05 is equivalent to test standard ASTM E 1592-12.
Test Report F8274.02-450-44
Certificate of Independence:
Locke Bowden, P.E. does not have, not will acquire a financial interest In ai;i.y,s:i<UtJP-J�)'. manufacturing or distributing products\\l 0' .,, under this evaluation. ,,,, 0 U VVL: : 111 Locke Bowden, P.E. is not owned, operated, or controlled by any <i_O!Q_PaQY> ��#adu�er:.,� distributing products under this
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26 GA
*DESIGN PRESSURE SAFETY MARIGIN = 2:1
FL20745.2 PBR MAX (26GA Steel), 36" Wide Roof Panel - Details
Limitations:
1.Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ed..
2.Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer’s installation reference.
3.Products are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D
4.Engineering analysis for “project specific approval by local authorities w/ jurisdiction 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 6th ed., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading.
7.This report does not imply warranty, installation, recommended product use outside of this report.