r.1 219% · 2016-11-15 · the product evaluation is limited to compliance with the structural wind...

FL# 9860.11 R4

rForce Engineering & Testing Inc.

19530 Ramblewood Drive

Humble,TX 77338

Product Evaluation Report

SENTRIGARD METAL ROOFING SYSTEMS ASSOCIATION, INC.,

an NB HANDY COMPANY

Sentrigard SL 15OH, 24 Ga. Roof Panel over Plywood

Florida Product Approval # 9860.11 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

» r.1 219%-A

f / No. 44923

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September 11, 2015

Compliance Statement:

Product Description:

Panel Material/Standards:

Panel Dimension(s):

Roof Panel Clips:

Roof Clip Fastener:

Substrate Description:

FL# 9860.11 R4

rForce 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 SL 15OH, 1-1/2" Snap Lock Standing Seam Roof Panel, 24 Ga. Steel,

16" Wide, Roof Panel restrained with steel slider 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 20140 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" max coverage

1-1/2"

Snap Lock

1500SNS

Fixed, 18 Ga., 3 %" long

Per Florida Building Code 2014 Section 1506.7

(2) #12-11 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.

St- offlmlds

COA

026778

» r.1 219%

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S : STATE oF4 ..ar 2,13. 4, .

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September 11, 2015

Design Uplift Pressures:

Code Compliance:

Evaluation Report Scope:

Performance Standards:

Reference Data:

Test Standard Equivalency:

FL# 9860.11 R4

rForce 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.

86.0 psf

24" O.C.

2

108.5 psf

12" 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.

116.0 psf

6" O.C.

2

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. 72-0108T-07*, Dated 03/28/20072. TAS 100-95

Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654)

Report No. T107-07*, Dated 01/15/2007

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.

» r.1 219%

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September 11, 2015

Quality Assurance Entity:

Minimum Slope Range:

Installation:

Underlayment:

Fire Barrier:

Shear Diaphragm:

rForce 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# 9860.11 R4

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