HomeMy WebLinkAboutProduct Approval Force Engineering&Testing Inc.
19530 Ramblewood Drive
11 y .0 11^ Humble,TX 77338
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Product Evaluation Report
V (J CAROLINA CARPORTS, INC.
26 Ga. AG Wall Panel over open framing
Florida Product Approval # 20727.1
Florida Building Code 2014
Per Rule 61G20-3
Method:2—8
Category:Structural Components
Subcategory:Structural Wall
Compliance Method:61G20-3.005(2)(b)
NON HVHZ
Product Manufacturer:
Carolina Carports,Inc.
187 Cardinal Ridge Trail
Dobson,NC 27017
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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Force Engineerimg&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 2014,Sections 1709.2.
Product Description: AG Wall Panel, 26 Ga. Steel, 36" Wide, through fastened structural wall panel.
Structural Application.
Panel Material/Standards: Material: 26 Ga.Steel,panel material shall comply with Florida Building Code
2014 Section 1405.2.
Yield Strength: Min.80.0 ksi
Panel Dimension(s): Thickness: 0.0200"min.coated thickness
Width: 36"maximum coverage
Rib Height: Y44"major rib at 9"O.C.
Panel Rollformer: MRS Metal Rollforming Systems
Panel Fastener: #12-14 x%"HWH SD#3 with 5/8"(16mm)diameter sealing washing or approved
equal.
Corrosion Resistance:Per Florida Building Code 2014,Section 1506.6,3.507.4.4
Substrate Description: Minimum 14 Ga.(Grade 50)Steel tube framing or Minimum 18 Ga.(Grade 50)
Steel hat channel purlins/girts. See Table A for steel gauge. Framing must be
designed in accordance w/Florida Building Code 2014.
Design Pressures:
Table"A"
Maximum Design Pressure: -59.9 psf -62.5 psf -83.3 psf +46.9 psf +57.3 psf
Panel Fastener Pattern: 2-1-2-1 2-1-2-1 2-1-2-1 2-1-2-1 2-1-2-1
Panel Span: 5'-0"O.C. 4'-0"O.C. 4'-0"O.C. 5'-0"O.C. 4'-0"O.C.
Substrate: Min.14 Ga. Min.18 Ga.Steel Min.14 Ga.Steel Min.18 Ga. Min.18 Ga.
Steel Framing I Framing I Framing I Steel Framing I Steel Framing
*Design Pressure includes a Safety Factor=2.0.
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19530 Ramblewood Drive
Humblc,TX 77338
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2014,Section 1709.2.
Evaluation Report Scope: 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.
Performance Standards: The product described herein has demonstrated compliance with:
■ ASTM E 1592-05 Test method for structural performance of sheet metal
roof and siding systems by uniform static air pressure difference
Reference Data: 1. ASTM E 1592-05 Test
Force Engineering&Testing,Inc.(FBC Organization#TST-5328)
Report No.183-0063T-16A-E
2. Certificate of Independence
By Terrence E.Wolfe, P.E.(No.44923)@ Force Engineering&Testing,Inc.
(FBC Organization#ANE ID:1920)
Quality Assurance Entity: The manufacturer has established compliance of wall 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.
Installation: install per manufacturer's recommended details.
Insulation: Manufacturer's approved product(Optional)
Panel Fire Classification: 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 2014 for wall cladding
wind loads.These component wind loads for wall 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,and Chapter 16 for structural loading.
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