HomeMy WebLinkAboutPRODUCT REPORT ° • 0Report 51=11
2160 SW Poma Drive
Palm City, FL 34990
1772)872-8034
Compliant with Florida Building Code 2017 (61h ed.)
Compliant with Florida Product Approval Rule ##61G20-3
Compliant: Keystone Certifications
Product: %" EMAX Rib Roof Panel FBC Sec. 1507.4.2
Yield strength: 50 ksi min.; Attached to Steel Purlins with screws.
36" Coverage
Rib Height 3/4"
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-thrilling screw with
WSW to penetrate 3/4 min. thru bottom of support (thru flange of steel purl!
Underlayment: To be compliant with FBC Sec. 1507.1.1
Slope: Shall be in compliance with FBC Sec. 1S07.
Install Details: Table A Allowable Loads METHOD 1 METHOD 2
DESIGN PRESSURE* -45.5 PSF -110 PSF
PURLIN SPACING 60" 24"
j FASTENER SPACING(ALONG PANEL WIDTH) See Details See Details i
i FASTENER SPACING (ALONG PANEL LENGTH) 20" 12"
FASTENER SIZE: 12-14.X 1-1/4" 14 X 7/8"
SPAN CONDITION 3 OR MORE 3 OR MORE
Reference Data: ARCHITECTURAL TESTING,INC.TST ID#: 1527
ASTM E 1592-05 Test Report F8274,01-450-44
Equivalency: The ASTM E 1592-05 IS EQUIVALENT TO TEST STANDARD ASTM E 11592-12.
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*DESIGN PRESSURE SAFETY FACTOR=2:1
Certificate of Independence:
Locke Bowden,P.E.does not have,not will acquire a financial interest in any compariy manufacturing or distributing products
under this evaluation.
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Locke Bowden,P.E.is not owned,operated,or controlled by any c?Oa ,r> tt ' t ter,or distributing products under this
report.
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i = F11020745.1 EMAX RIB (26GA Steel), 36" Wide Roof Panel = Details
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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 61'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 incompliance w/FBC 2017 61t'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.
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