HomeMy WebLinkAboutPRODUCT APPROVAL - EMAX RIBPalm City, FL 34990
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Compliant with Florida Building Code 2017 (61' ed.)g�
Compliant h tlone Certifications orida Product royal Rule # 61G20-3 CIO%
pliant: KeY
Product: EMAX Rib-29GA Steel Roof Panel FBC Sec. 1507.4. r
Yield strength: 50 ksi min.; Attached to attached to 15/32"
plywood or Wood Deck with fasteners. 36" Coverage (Max.)
Rib Height 3/4"
Corrosion Resistant Compliant: FBC Sec.1507.4.3
Fastener 1(panel to deck): #10 x 1-1/2" (min.) Hex -Washer Head Wood Screw to penetrate
3/16" (min.) thru bottom of support.
Fastener 2 (panel sidelap, ): #14 x 7/8" (min.) Hex -Washer Head Self -Drilling Screw to
penetrate 3/16" (min.) thru bottom of support.
Undo layment: To be compliant with FBC Sec.1507.1.1
Slope Shall be in compliance with FBC Sec.1507.
T
InstaDetails Table A Allowable Loads .. METHOD 1METHOD 2-
DESIGN PRESSURE*.._...., y____.. :86 PS
146 PSF' aER►nnerER
ROW SPACING (min.) 24" 12"
FASTENER SPACIN6 ALONG"ROW (max.) ' SEE DETAILS SEE DETAILS
PANEL WIDTH (max.)
PANELISEAM (min.) PANEL OVERLAPS PANEL OVERLAPS
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ReferenceuData, ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580L06 & UL 1897-0.4 TEST REPORT F7247.01-450-44 04/18/16
1 1 'DESIGN PRESSURE MARGIN OF SAFETY 2.1
EQUIVALENCY: UL1897-04 Is equivalent to Test Standard UL 1897-12.
certi cite of Independencec
Locke Bowden, P:E. does not have, not will acquire a financial interest in any company manufacturing or disJ��{itb�,pFA�ucts
underithis evaluation.BQ(,� `!y,
Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or distribute urldeT'(#�L4
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FL 17022.8 EMAX Rib (29GA 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 61 G20-3. 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 for Steel, Chapter 23 for Wood and Chapter 16 for Structural
Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
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rrgpiral'Fasiening,PamrnAGums Width:- Wien`nrJ.
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