HomeMy WebLinkAboutREVISIONOF 11 CE USE ONLY: � SC NNED
DATE FILED: J d PERMIT #
RE SIGN FEE: i��1�9� �� RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION AF
2300 VIRGINIA AVENUE t. 4pc,e�,/ 91�
FORT PIERCE, FL 34982-5652
(772) 462-1553 nl}; R<
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
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DETAILED DES�C,R�I�PTION OF PROJECT
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CONTRACTOR INFORMATIO
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME): FAX:
OWNERBtILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9/23/09
Revised 04/26/2010
ST. LUCIE COUNTY
ZIP:
STATE: ZIP:
FAX:
Force Engineering & Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
26 Ga. 5V Crimp Roof Panel over 15/32" Plywood
Florida Product Approval # 11651.12 R1
Florida Building Code 2010
Per Rule 9N-3
Method: 1—D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 9N-3.005(1)( OPI
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Product Manufacturer:
SUPPLY & MANUFACTURING, LLC.
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020 S.W. 449th Street
hoe Beach Florida 32648
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Ir,En ineer Evaluator:
ce E. Wolfe, P.E. # 44923
Evaluation ANE ID: 1920
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Validator:
Locke Bowden, P.E., FL #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1-4
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FL# 11651.12 R1 February 23, 2012
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Force Engineering :c,�s ting Inc.
19530 Ramblewood Drive
Humble,TX 77338
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2010, Section 1504.3.2, 1518.9,1523.6.5.2.4.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2010, as relates to Rule 9N-3.
Performance Standards: 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 26 / Salt Spray ASTM B 117
Reference Data: 1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No.117-0065T-07A-C, Dated 01/26/2007
2. TAS 100-95
Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654)
Report No. T130-07, Dated 02/28/2007
Report No. T215-08, Dated 07/08/2008
3. TAS 110-00: Valspar Fluropon coated metal panel testing
A) ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004
B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004
4. 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 1897-04 test standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 9N-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
Irrtri1'r
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No. 44
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FL# 11651.12 R1 February 23, 2012
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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 2010, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel
over 15/32" Plywood decking. Non -Structural Application.
Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2010 Section 1507.4.3.
Paint Coating: Valspar Fluropon Coating (Optional)
Yield Strength: Min. 50.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2010, Section 1507.4.3
Panel Dimension(s):
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
Thickness: 0.018" min.
Width: 24" Coverage
Rib Height: 3/8" major rib
Panel Rollformer: Rollformer Corp.
#9-15 x 1-1/2" WoodZac w/ Zac Head with sealing washing through panel rib.
%" minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6, 1507.4.4
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. Must be designed in accordance w/ Florida Building Code 2010.
Table "A"
Maximum Total Uplift Design Pressure:
108.5 psf
156.5 psf
Fastener Pattern:
Panel Rib
Panel Rib
Fastener Spacing:
12" O.C.
6" O.C.
*Design Pressure includes a Safety Factor = 2.0.
C E )V S
No.449�
• STATE OF
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FL# 11651.12 R1 February 23, 2012
Force Engineenng & Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Minimum Slope Range:
2:12. Minimum Slope shall comply with Florida Building Code 2010, including
Section 1515.2 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 and RAS 133.
Underlayment:
Per Manufacturer's installation guidelines per Florida Building Code 2010 Section
1518.2, 1518.3, 1518.4.
Fire Barrier:
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:
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 2010 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 2010
Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading.
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No.474 %
STATE OF ; a
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FL# 11651.12 R1
February 23, 2012