HomeMy WebLinkAboutAPPROVED Integrity Metals 5V PA AProduct Report Nlanufajff&i&ewjty.We
- 2604 B Piper Drive
J hero Beach, FL 32960
INTEGRITYMETALS 772-284-5613
Compliant with Florida Building Code 2017(fit'ed.)
Compliant with Florida Product Approval Rule#61G20-3
Compliant Active Quality Assurance Program
Product: Min. 26GA 5V Crimp Roof Panel FBC Sec. 1S07.4.2
Yield strength: 50ksl 24" Coverage (Max.1 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.
X" penetration thru plywood supports 24" max. o.c.
Corrosion Resistant Compliant: FBC Sec. 1507.4.3
Fastener:#10-15 Woodtite fastener spaced @ 12"Q.C.
Underlayment: 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 Method I.-
Loads
DESIGN PRESSURE* -116 PSF
SPACING 12"O.C.
Reference Data:
intertek Testing(TS'F 1527) REPORT#17226.03-450-4+4 RD UL 580-06
*Design Pressure safety margin of 2:1
*"This test is owned by Quality Metal Fabricators, who has given permission to share testing.
Certificate of Independence:
Locke Bowden,P.E.does not have,nor wili acquire a financial Interest in any company manufacturing or distributing products
under this evaluation.
Locke aowden,P.E.is not owned,operated,or controlled by any company,manufacturer,or distributing wWunder
report. �N%j% i0
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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 C"ed..see Chart 1507.1.1
2.Minimum slope to be compliant with Florida Building Code 2017 61"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-❑
4. Engineering analysis for"project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
S. 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 Steel,Chapter 23 Wood and Chapter 16 Structural Loading.
7.This report does not imply warranty, installation, recommended product use outside of this report.
24"
3/gti
PROFILE
FASTENER PATTERN @ 12" O.C.
ZONE 2 GABLE ROOF a ZONE 2 WP ROOF a
ZONE 3
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MIDGE RIDGE
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