HomeMy WebLinkAboutProduct Evaluation Report; Roof DeckFotce Engineenng & Testing Inc.
19530Ramble ,IDrive
H=bIgTX 77338
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Roof Panel over open framing
Florida Product Approval # 27402.1111
Florida Building Code 2017
Per Rule 61G20-3
Method: I—D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61G20-3.005(1)(d)
NON HVH2
Product Manufacturer:
Carport Anywhere
10858 S.E. County Road 27.1
Starke, Florida 32092
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
FL# 27402.1 RI
,No. 449
STATE GP ; q
ONAL
August 8, 2019
r�:�—ce Engineering & Testing Inc.
19530 Rambiowood Drive
Humble,TX 77338
Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1564.7.
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 Cade 2017 Section 1507.4.3. Optional paint finish.
Corrosion Resistance: Panel Material shall complywith Florida Building Code
2017, Section 1507.4.3.
Panel Dimensiun(s):
Thickness: 26 Ga.: 0.0185" min. orderthickness
29 Ga.: 0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height: W major rib at 9" O.C.
•
Panel Rollformer: MRS Metal RGilforming Systems
Panel Fastener:
#12-14 x W HWH SD#3 with 14mm neoprene bonded washing or approved
equal.
Corrosion Resistance: Per Florida Building Cade 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 Sp) Steel framing. See Table A&Bfor steel
gauge. Framing must be designed in accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Table "A" 26 Ga. Hamoton Rib Roof Panel
Maximum Design 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:
5'-0" O.C.
4'-0" O.C.
4'-0" O.C.
5'-0" O.C.
4'-0" O.C.
Substrate:
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
"Design Pressure Includes a Safety Factor = 2.0.
FL# 27402.1 RI
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No. 40
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rIForce Engineesitig & Testing Inc.
19530 Ramble pdDdve
Humbie,TX 77338
Table "e" 29 Ga. Hampton Rib Roof Panel
Maximum Design Pressure:
-57.3 psf
-1509 psf
+39.0 psf
+143.1 psf
Fastener Pattern:
6"-3"-6'-3"-6"-3"-6'
6"_3^_6"_3"-6,•_3"fi•7
6•,_3"5"_3•-6"_3•-6„
6••_3"_6••_3"-6•4•-6-
FastenerSpacing:
4'-0" D.C.
2 -0" O.C.
4•_0" O.G
T-0" O.0
Substrate:
Min. 36 Ga.
Steel Framing
Min. 16 Ga.
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 Code 2017, Section 1504.3.2, 1504.7.
Evaluation ReportScope: 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 mof 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. 667-0060T-18A-E, 667-0061T-1SA-D
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 667-006OT-18F, 667-0061T-18E
3. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization 9 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
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FL# 27402.1 RI
August 8, 2019
Fotce Engine - & Testing Inc.
19530 Rambt and Drive
Humbbg7X 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. Forslopes
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 an 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.
FL# 27402.1 R1
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August 8, 2019
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26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
,#12-14 x 3/4' H'NH SOS W1 14>AM DDNDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN
3' 6" 3'
` #12-14 x 3/4" HWH SOS W/ 14MM BONDED NEOPRENE WASHER
am of Raft
C.OA.
0257M
No. 44923 `•�"
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