HomeMy WebLinkAboutEVALUATION REPORTFL# 27402.1
Fotce Enn neenng &Testing Inc.
1038 Rw.bieaood Drivc
Humble;M 71338
Product Evaluation. Report
CARPORTS ANYWHERE
Hampton Rib Roof Panel over open framing
Florida Product Approval # 27402.1
Florida Building Cade 2017
Per Rule 61G20-3
Method: 1—D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Carport Anywhere
10858 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 449Z3
Florida Evaluation ANE ID: 1920
Validator:
Gary Hartman, P.E. #73227
Contents:
Evaluation Report Pages 1-4
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Force Engineering & Testing Inc.
19530 Ramblewood Drive
Hembl.;rX 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 orASTM 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.: 0.01850 min. order thickness
29 Ga.-0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height: %" major rib at 9" O.C.
Panel Rollformer. MRS Metal Rollforning Systems
Panel Fastener:
#12-14 x'/." HWH SD#3 with 14mm neoprene bonded washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017, Section 1507.4.4.
Substrate Description:
Minimum 14 Go. (Grade SO) 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 Go. Hammon Rib Roof Panel
Maximum Design Pressure:
-57.3 psf
-72.9 psf
-67.7 psf
+46.9 psf
t54.7 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:
51-W O.C.
4'-W O.C.
4'-0" O.0
5'-0" O.C.
4'-0" 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.
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Table "B" 29 Ga. Hammon Rib Roar Pannf
Maxbnum Design Pressure:
-57.3 psf
-1509psf
+39.0psf
+143.2 psf
Fastener Pattern:
6'-3"-6'-3"-6"-3"-6'
6'-3'-6'-3"-6"-3"-6' -
6'-3'-6'-3--6"-3--6"
6'-3'_5".3•-6'-3"0
Fan ner5pacing:
4'-0"O.G
2'-0"O.C.
IV-0-O.G
2'-0"O.G
uesign rres M 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 Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the FloridaBuilding 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-OOGOT-18A-E, 667-0061T-SBA-D
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5323)
Report No. 667-OOGOT-18F, 667-0061T-IBE
3. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization # 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 Bullding Code and Rule 61G20-3.005 (3).for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
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Force Engineering & Testing Inc.
19530 Ramhle odi nave
Humblc 7X 77338
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 manufacturer's recommended details.
Insulation:
Manufacturees 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.
Fli.f/ 27402.1
No. 449
•a' STATE OF
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26 GA._HAMPTON R10 FASTENER PATTERN 2-1-2-1
®12-14 . 3/4" 14WH SD3 VI/ 1414M BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN
6" 6. 6" _ 3 6" 3"
012-14 3/4' HWH SD3 W/ 14MM BONDED NEOPRENE WASHER
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