HomeMy WebLinkAboutProduct Evaluation Report; Structural Wall. Force Engineering & Testing Inc.
195M RambLe d Drive
H.b1gTX 77338
Product Evaluation Report
t CARPORTS ANYWHERE
Hampton Rib Wall Panel over open framing
Florida Product Approval # 27403.1
Florida Building Code 2017
Per Rule 61G20.3
Method:2-B
Category: Structural Components
Subcategory: Structural Wall
Compliance Method: 61G20-3.005(2)(b)
NON HVHZ
Product Manufacturer:
Carport Anywhere
10858 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID: 1920
Validator•
Gary Hartman, P.E. #73227
Contents:
Evaluation Report Pages 1-4
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Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Cade 2017, Sections 1709.2.
Product Description:
Hampton Rib 26 Ga. and 29 Ga. Steel Wall Panel, 36" Wide, through fastened
structural wall panel. Structural Applicatlon.
Panel Material/Standards:
Material:
26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50
29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade Bo
Conforming to Florida Building Code 2017 Section 1405.2.
Panel Dimension(s):
Thickness: 26 Ga.: 0.0185" min. order thickness
29 Ga.: 0.0142" min. order thickness
Width: 36"'maximum coverage
Rib Height Y." major rib at 9" O.C.
Panel Rallformer: MRS Metal Rollforming Systems
Panel Fastener:
#12-14 x Y." HWH SDO with 14mm neoprene bonded washing or approved
equal.
'
Corrosion Resistance: Per Florida Building Code 2017.
Substrate Description:
Minimum 14 Ga. (Grade 501 Steel framing,. Minimum 16 Ga. (Grade 50) Steel
framing, or Minimum 18 Ga. (Grade 50) Steel framing. See Table A & B for steel
'
gauge. Framing must be designed in accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Table "A" 26 Ga. Hammon Rib Wall Panel
Maximum resign Pressure:
-57.3 psf
-72.9 psf
-67.7 psf
+46.9 psf
+54.7 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:
S'-0" O.C.
4'-0" O.C.
4'-0" O.C.
S'-0" O.C.
4'-W O.C.
Substrate:
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
•Design Pressure includes a Safety Factor= 2.0.
FL# 27403.1
No. 449
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195301tamblewood Dme
Humble,TX 77338
Table "B" 29 Ga. Bamoton Rib Wall Panel
Maaimum Design Pressure:
-57.3 psf
-1509 psf
+39.0 psf
+143.1 psf
Fastener Pattern:
6"-3"-6"-3„-6'd"-6°
6"3"-6,=3"-6"-3"-6"
6"-3"-6"-3'-6"-3"-6"
6"-3"-6"-3"fi"-3"-6"
Fastener Spacing:
4'-W O.C.
2'-0" O.C.4'-V
O.C.
T-W O.C.
•Design Pressure includes a Safety Factor= 2.0.
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Cade 2017, Section 1709.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Cade 2017, as relates to Rule 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• ASTM E 1592-05 (2012) 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 (2012) Test
Force Engineering &Testing, Inc. (FBC Organization N T5T-5328)
Report No. 667-DO60T-SSA-E, 667-0061T-ISA-D
2. Certificate of Independence
By Terrence E. Wolfe, P:E. (No. 44923) @ Farce Engineering & Testing, .Inc.
(FBC Organization # AN ID: 1920)
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.
Installation: Install per manufacturer's recommended details.
Insulation: Manufacturer's approved product (Optional) '
Panel Fire Classification: Fire classification is not part of this acceptance.
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FL# 27403.1
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Force Enigincering & Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
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 2017 for wall dadding
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 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
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26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
#12-14 x 3/4' HWH S03 W/ 14MM BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6"
6• 3' 6" 3' 6' 3• 6'
#12-14 x 3/4" HWH SD3 W/ 14MM BONDED NEOPRENE WASHER
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