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2160 SW Poma Drive
Palm City, FL 34990
(772)872-80314.
Florida Product A• • •val # 17022.8 EMAXRib NON
Compliant with Florida Building Code 2017 (Wh ed.) RECEIVED
Compliant with Florida Product Approval Rule #61620-3
Compliant: Keystone Certifications FEB 2,020
ST. Lucie County, Permitting
Product: EMAX Rib 29GA Steel Roof Panel FBC Sec. 1S07.4.2
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. 1S07.4.3
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.
Underlayment: To be compliant with FBC Sec. 1S07.1.1
Slope:Shall be in compliance with FBC Sec. 1507.
Install Details: Table A Allowable Loads METHOD 1 METHOD 2
DESIGN PRESSURE* - 86 PSE MAIN FIELD -146 PSF PERIMETER
DECK THICKNESS(min.) 15/32"MIN 15/32'MIN
ROW SPACING(min.) 24" 12"
FASTENER SPACING ALONG ROW(max.)- SEE DETAILS SEE DETAILS
PANEL WIDTH (max.) _.._. 36" - -36"
PANEL SEAM(min.) PANEL OVERLAPS PANEL OVERLAPS
Reference Data: ARCHITECTURAL TESTING,INC.TST 10#-.1S27
UL 580-06&UL 1897-0.4 TEST REPORT F7247.01-4511-44 04/18/16
*DESIGN PRESSURE MARGIN OFSAFETY2.1
EQUIVALENCY.UL1897-04 is equivalent to TestStandard UL 189712.
Certificate of Independence:'-
Locke
ndependence:Locke Bowden,P.E.does not have,not will acquire a financial interest in any company manufacturing or di st(wotiallpfgoucts
under this evaluation. ANN gD�✓tir���
Locke Bowden,P.E.is not owned,operated,or controlled by any company,manufacturer,or distribu;4iti u Qr rd,
report. Copy
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sY STATE OF •'per.:
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 61h 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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