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INTEGRITYMETALS
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MAY 0 71019
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2604 B Piper Drive
Vero Beach, FL 32960
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Compliant with Florida Building Code 2017 (6th ed.)
Compliant with Florida Product Approval Rule # 61G20-3®�
Compliant Active Quality Assurance Program ��E� t,� oce
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Product: Min. 26GA 5V Crimp Roof Panel FBC Sec. 1507.4.2 C® CIf. �o� G000,1
Yield strength:49ksi 24" Coverage (Max.) Rib eWl' "occ
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 @ 16110.C. at
each seam and intermediate Rib.
Fastener (Method 2): #10 x 1-1/2" HiLo HWH fasteners w/ weather seal washer @ 12110.C.
at each seam and intermediate Rib.
Underlayment: To be compliant with FBC Sec. 1507, Chart 1507.1.1
Slope: Shall be in compliance with FBC Sec.1507.
SCANNED
BY
St. Lucie County
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:
Intertek Testing (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 this 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 0 ed.. see Chart 1507.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 61h ed., and per with Manufacturer's installation reference.
3. Products 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 6v' 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.
3/8"
PROFILE
FASTENER PATTERN
FIELD SPACING @ 16" O.C.
PERIMETER SPACING @ 12" O.C.
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