HomeMy WebLinkAboutPRODUCT EVALUATION REPORTob3u xammewooa vrlve
Humble,TX 77338
Product Evaluation Report
, MARK TRIPSON
26 Ga. 5V Crimp Roof Panel over Plywood
Florida Product Approval # 13361.1 R3
Florida Building Code 2017
Per Rule 61G20-3
Method: 1—D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Mark Tripson
500012rh Street
Vero Beach, Florida 32966
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID: 1920
Validator:
Brian Jaks P.E. #70159
Contents:
Evaluation Report Pages 1-4
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FL# 13361.1 R3 December 8, 2017
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Force Engineering & Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Product Description: �SV Crimp Roof Panel, 26 Ga. Steel, 24" coverage, through fastened roof panel
with fasteners in the panel rib over Min. 15/32" APA Plywood decking. Non -
Structural Application.
Panel Material/Standards: Material: Min. 26 Ga. Grade 50 Steel, ASTM A792 or ASTM A653 G90 conforming
to�Florida Building Code 2017 Section 1507.4.3. Paint finish optional
YieStrength: Min. 50.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2017, Section 1507.4.3.
Panel Dimension(s): Thick'ess: 0.018" min.
Width: 24" Coverage
Rib Height: 3/8" major rib
Panel Rollformer: Roll Former Corp
Panel Fastener: #9-15 x '1-1/2" Woodgrip with long life head and sealing washing through the rib
of the panel or approved equal, Y." minimum penetration through plywood.
Corrosion, Resistance: Per Florida Building Code 2017, Section 1507.4.4.
Substrate Description: Min. 15/32" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Substrate must be designed in accordance w/ Florida Building Code
2017.
Allowable Design Uplift Pressures:
Table "A"
Maximum Total Uplift Design Pressure:
108.5 psf
156.5 psf
Fastener Pattern (Through Panel Rib):
12"-12"
12"-12"
Fastener Spacing:
12" O.C.
6" O.C.
'Design Pressure includes a Safety Factor = 2.0.
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F1L# 13361.1 R3 I
December 8, 2017
Force Engineering & Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2017, Section 1504.3.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
■ UL 580-06 - Test for Uplift Resistance of Roof Assemblies
■ UL 1897-2012 - Uplift Test for Roof Covering Systems
Reference Data: 1. UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 376-0356T-06
2. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization # ANE ID: 1920)
Test Standard Equivalency:
1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-2012 test
standard.
1
Quality Assurance Entity:
The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005(3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
Minimum Slope Range:
Minimum Slope shall comply with Florida Building Code 2017, including Section
1507.4.2 and in accordance with Manufacturers recommendations. For slopes
less than 3:12, lap sealant must be used in the panel side laps.
Installation:
Install per manufacturer's recommended details.
Underlayment:
Per Florida Building Code 2017, Section 1507.1.1 and manufacturer's installation
guidelines.
Roof Panel Fire Classification:
Fire classification is not part of this acceptance.
Shear Diaphragm:
Shear diaphragm values are outside the scope of this report.
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FL# 13361.1 R3
December 8, 2017
Force Engineering & Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2017 for roof cladding
wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover. Support framing must be in compliance with Florida Building Code 2017
Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading.
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FL# 13361.1 R3 I December 8, 2017
ROLE FORMR CORP.
HO WDEPENVENCE LANE
CHWONT, VA 18114
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December 8, 2017
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