HomeMy WebLinkAboutFL28113_R0_II_IntegriLok IM 100 - Min. 26GA Nailstrip Report - CSS Product Repoq
2460 B Piper Drive
Vero Beach, FL 3
561-293-1407
INTEGRITYMETAl5
Compliant with Florida Building Code 2017 (61" ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant Active Quality Assurance Program
Product:
IntegriLok lM 100 Series - Min. 26GA Steel 1.0 Nailstrip Roof Panel FBC Sec. 1507.4.2
Yield strength: 50ksi 16" Coverage (Max.) Rib Height 7/r
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.
Y4' penetration thru plywood supports 24" max. o.c.
Corrosion Resistant Compliant: FBC Sec. 1507.4.3
Fastener: #10 x 1" fastener spaced @ 10" O.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 1:
Loads
DESIGN PRESSURE* - 86 PSF
SPACING 10,1 O. .
ADHEISIVE EVERY OTHER NAIL SLOT IN THE NAIL FIN
Reference Data:
Intertek Testing (TST-1527) REPORT#17726.05-450-44 RO** UL 580-06
Design Pressure safety margin of 2:1
This test report is owned by Quality Metal Roof Fabricators. Integrity Metals has been given written
authorization by Quality Metal Roof Fabricators to share testing.
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. is not owned,operated,or controlled by any company,manufacturer,or distributing products under this
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Integrity Metals: Integrilok IM 100-Min. 26GA Steel 1.0 Nail Strip Panel
Installation Details
Limitations:
1.Underfayment 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&ed.,and per with Manufacturer's installation reference.
3.Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-13
4.Engineering analysis for"project specific approval by local authorities wfjurisdicrtion 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 a 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.
PROFILE
16"
1" �»
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*J•J �� = FASTENER PATTERN ALONG VERTICAL SEAM:
�`d i• STATE OF
r. '•0'��•;LOR1�P��� ��• FASTENED @ 5-1/4" O.C.
FASTOW14M d CORROSION RESISTANT COMPLIANT WITH FBC 2016 SEC. 1506.6&SEC 1507.4.4
16"O_C.
21'R49F a 2 a
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