HomeMy WebLinkAboutProduct Evaluation ReportFL# 27402.1 RI
Force Engineering & Testing Inc.
19530 Rsnblc od Ddvc
HumblgTX 77338
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Roof Panel over open framing
Florida Product Approval # 27402.1 R1
Florida Building Code 2017
Per Rule 61G203
Method: 1—D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61G20.3.005(l)(d)
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:
Brian Jaks, P.E. #70159
Contents:
Evaluation Report Pages 1-4
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Force Engineering & Testing Inc.
19530 Rvmble ood Driven
Humblc,TX 77338
Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1504.7.
Product Description:
Hampton Rib 26 Ga. and 29 Ga. Steel Roof Panel, 36" Wide, through fastened
structural roof panel. Structural Application.
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 80
Conforming to Florida Building Code 2017 Section 1507.4.3. Optional paint finish.
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2017, Section 1507.4.3.
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 Rollformer: MRS Metal Rollforming Systems
Panel Fastener:
#12-14 x Y.." HWH SDg3 with 14mm neoprene banded washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017, Section 1507.4.4.
Substrate Description:
Minimum 14 Ga. (Grade 50) 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. Hampton Rib Roof Panel
Maximum Design Pressure:
-57.3 psf
-72.9 psf
-67.7 psi
.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:
5'-0" D.C.
4'-0" O.C.
4'-0" O.C.
5'-0' O.C.
4'.0" O.C.
Substrate:
Min. 24 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel IS
Min. 18 Ga.
Steel Framing
-Design Pressure includes a Safety Factor m 2.0.
FL# 27402.1 RI
August 8, 2019
rForceng)nee��`"/nng & Testing Inc.
19530 Rambtewood Drlvc
Humbk,TX 77338
Table "B"29 Ga. Hammon Rib Roof Panel
Maximum Design Pressure:
-57.3 psf
-150.9 psf
+39.0 psf
+143.1 psf
Fastener Pattern:
6"-3„-6"_3•-6•-3•_6"
6"-3•_6•_3•-6"-3"4"
6"_3"-6'_3"_6•_3'-6•
6•_3"-6„ 3. 6„ 3" 6,
Fastener Spacing:
4'-0'D.C.
2'-0'D.C.
4'-0'O.G
2'-0'O.C.
Substrate:
Min. 16 Ga.
Steel Framing
Min. 16 Ga.
I Steel Framing
Min. 16 Ga.
Steel Framing
Min. 16 Ga.
Steel Framing
-Design Pressure includes a Safety Factor - 2.0.
Code Compliance:
The product described herein has demonstrated compliance with
The Florida Building Cade 2017, Section 1504.3.2, 1504.7.
Evaluation Report Scope:
The product evaluation Is limited to compliance with the structural wind load
requirements of the Florida Building Code 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
• FM 4471-92- Foot Traffic Resistance Test
Reference Data:
1. ASTM E 1592-05 (2012) Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 667-006OT-18A-E, 667-0061T-18A-D
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc. (FBC Organization If TST-5328)
Report No. 667-0060T-18F, 667-0061T-18E
3. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization If ANE ID: 1920)
Test Standard Equivalency:
The FM 4471-10, Foot Traffic Resistance test standard. is equivalent to
FM 4471.92.
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
FL# 27402.1 Rl
Au.gust 8, 2019
Force Engineering & Testing Inc.
19530 R=bicwood Ddve
Humblc,TX 77338
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
Minimum Slope Range:
Minimum Slope shall comply with Florida Building Code 2017, including Section
1507.4.2 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 manufacturers recommended details.
Insulation:
Manufacturers approved product (Optional)
Roof 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 2017 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 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
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