HomeMy WebLinkAboutPRODUCT APPROVAL - UNDERLAYMENT2604 B Piper Drive
Vero Beach, FL 32960
INi'TEGRITYMETALS pt 772-284-5613
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Compliant with Florida Building Code 2017 (6t" ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant Active Quality Assurance Program
SCANNED
BY
St Lucie Couniy
Product: Min. 26GA 5V Crimp Roof Panel FBC Sec. 1507.4.2
Yield strength: 49ksi 24" Coverage (Max.) Rib Height 3/8"
Minimum 15/32" plywood over supports at maximum 24" O.C. Design of plywood
and plywood supports are outside the scope of this evaluation. Must be designed
in accordance w/ Florida Building Code 2017.
%" penetration thru plywood supports 24" max. o.c.
Corrosion Resistant Compliant: FBC Sec. 1507.4.3
Fastener (Method 1): #10 x 1-1/2" HiLo HWH fasteners w/ weather seal washer @ 16"O.C. at
each seam and intermediate Rib.
Fastener -(Method 2): #10 x 1-1/2" HiLo HWH fasteners w/ weather seal washer @ 12"O.C.
at each seam and intermediate Rib.
Underl'Oyment: To be compliant with FBC Sec. 1507, Chart 1507.1.1
Slope: Shall, be in compliance with FBC Sec. 1507.
install Details: Table A Allowable
Loads
Method 1:
Method 2:
DESIGN PRESSURE*
-63.5 PSF
- 86 PSF
SPACING
16" O.C.
12" O.C.
Reference Data:
InterteklTesting (TST-1527) REPORT #.14625.02-450-44 RO UL 580-06
*Design; Pressure safety margin of 2:1
Certificate of Independence:
Locke Bowden, P.E. does not have, nor will acquire a financial interest in any company manufacturing or distributing products
under thin evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer,, or distributing products under this
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Integrity Metals Min. 26GA 5V Crimp Roof Panel
Installation Details
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6T" ed.. see Chart 1507.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 6`" ed., and per with Manufacturer's installation reference.
3. Prod cts are compliant with 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 6`" 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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PROFILE
FASTENER PATTERN
FIELD SPACING @ 16" O.C.
PERIMETER SPACING @ 12" O.C.
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