Force Engineering & Testing Inc.19530 Ramblewood Drive
Humble,TX 77338
Product Evaluation Report
SENTRIGARD METAL ROOFING SYSTEMS ASSOCIATION, INC.,
an NB HANDY COMPANY
Sentrigard ML 10OH, 24 Ga. 16 %" Wide Roof Panel over Plywood
FL# 9860.4 R4
Florida Product Approval # 9860.4 R4Florida Building Code 2014
Per Rule 61620-3
Method: 1 -D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
HVHZ
Product Manufacturer:
Sentrigard Metal Roofing Systems Association, Inc.,
an NB Handy Company65 10th Street
Lynchburg, Virginia 24502
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID: 1920
Validator:
Locke Bowden, P.E., FL #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1-4
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COA '4':/ 8.6/6. i...0.#26779
September 11,2015
Compliance Statement:
Product Description:
Panel Material/Standards:
Panel Dimension(s):
Roof Panel Clip:
Roof Clip Fastener:
Substrate Description:
FL# 9860.4 R4
Force Engineering & Testing Inc.19530 Ramblewood Drive
Humble,TX 77338
The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Sentrigard ML 10OH, 1" Mechanical Lock Standing Seam Roof Panel, 24 Ga. Steel,
16 %" Wide, Roof Panel restrained with steel clips into APA Plywood decking.
Non-structural Application.
Material: 24 Ga. Steel, ASTM A792 unpainted or painted with Valspar Fluropon
or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3.
Yield Strength: Min. 50.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2014, Section 1507.4.3
Thickness:
Width:
Rib Height:
Panel Seam:
Product Name:
Type:Corrosion Resistance:
0.024"
16 1/2" max coverage1"
180'Seam, Double Lock w/ mechanical seamer
DMP 1 ML Fixed EZ Seam
Fixed, 24 Ga., 2" long
Per Florida Building Code 2014 Section 1506.7
(2) #12-11 x 1" Pancake Type A
%" minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1517.6
1) For HVHZ construction, use 19/32" or greater APA Rated plywood or wood
plank. In reroofing applications where the deck is less than 19/32" thick (min.
15/32") the attachment of the decking in no case shall be less than 8D annual
ring shank nails at 6" 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 2014.
2) For Non-HVHZ applications, use 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 2014.
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COA '4':/ 8.6/6. i...0.#26779
September 11, 2015
Design Uplift Pressures:
Code Compliance:
Evaluation Report Scope:
Performance Standards:
Reference Data:
Test Standard Equivalency:
FL# 9860.4 R4
Force Engineering & Testing Inc.19530 Ramblewood Drive
Humble,TX 77338
Table "A"
Maximum Total Uplift Design Pressure:
Clip Spacing:
# Fasteners per Clip:
*Design Pressure includes a Safety Factor = 2.0.
71.0 psf
24" O.C.
2
138.5 psf
6" O.C.
2
The product described herein has demonstrated compliance with
The Florida Building Code 2014, Section 1504.3.2, 1518.9, 1523.6.5.2.4.
The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2014, as relates to Rule 61G20-3.
The product described herein has demonstrated compliance with:
• TAS 125-03
• UL 580-06 - Test for Uplift Resistance of Roof Assemblies
• UL 1897-04 - Uplift Test for Roof Covering Systems
• TAS 100-95 - Test Procedure for Wind and Wind Driven Rain Resistance
of Discontinuous Roof Systems
• TAS 110-00 - Accel. Weathering ASTM G 155 / Salt Spray ASTM B 117
1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 72-0198T-07*, Dated 07/11/20072. TAS 100-95
Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654)
Report No. T231-07*, Dated 07/13/2007
3. TAS 110-00: Valspar Fluropon coated metal panel testing
A) ASTM G 155 by PRI Asphalt Technologies dated 10/31/2012
B) ASTM B 117 by PRI Asphalt Technologies dated 10/31/2012
4. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization # ANE ID: 1920)
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 1897-04 test standard.
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04. STATE OF ..Ch: 2 •4, 0
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COA '4':/ 8.6/6. i...0.#26779
September 11, 2015
Quality Assurance Entity:
Minimum Slope Range:
Installation:
Underlayment:
Fire Barrier:
Shear Diaphragm:
Force Engineering & Testing Inc.19530 Ramblewood Drive
Humble,TX 77338
The Report Holder has demonstrated compliance with Florida Building Code and
Rule 61G20-3.005 (3) for manufacturing locations audited by an approved quality
assurance entity (Keystone Certifications, Inc - FBC OrgID QUA 1824). A listing of
manufacturers authorized by the Report Holderto employthe Florida Product
Approvals qualified by this report can be found at
http://www.keystonecerts.com/qa-assoc/sentrigard
or by scanning the following QR Code:
2:12. Minimum Slope shall comply with Florida Building Code 2014, including
Sections 1515.2.2 and in accordance with Manufacturers recommendations.
Install per manufacturer's recommended details and RAS 133.
Per Manufacturer's installation guidelines per Florida Building Code 2014 Section
1518.2, 1518.3, 1518.4.
Any approved fire barrier having a current NOA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of
the fire barrier within the assembly. Fire classification is not part of this
acceptance.
Shear diaphragm values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2014 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 2014
Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading.
*The Test Reports are owned by Metalforming, Inc. Metalforming, Inc. gives the above manufacturer permission to use these
test reports.
FL# 9860.4 R4
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