HomeMy WebLinkAboutEVALUATION REPORTFL# 27402.1
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Tome Engiueezmg &Testing Inc.
19570ltvmbiewoml Drive
Humble TX 711ia
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Roof Panel over open framing
Florida Product Approval # 27402.1
Florida Building Code 2017
Per Rule 61620-3
Method: I—D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61G20.3.005(3)(d)
NON HVHZ
Product Manufacturer:
Carport Anywhere
30858S.E. County Road 221
Starke, Florida 32091
Emineer 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 Code 2017, Sections 15043.2, 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 690 Grade a0
Conforming to Florida Building Code 2017 Section 1507.43 Optional paint finish.
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2017, Section 1507.4.3.
Panel Dimensfon(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 Raliformer. MRS Metal Rollforming Systems
Panel Fastener.
#12-14 x W HWH SDp3 with 14mm neoprene bonded 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 St B for steel
gauge. Framing must be designed in accordance W/ Florida Building Code 2017.
Allowable Design Pressures:
v V
"".
•,",67.7
FIE,
Madmum Design Pn=s
-57.3 psr
-72.9 psf
psf
+46.9 psf
♦54.7 psf
Panel FastenerPattem:
2.1-2-1
2-1-2-1
2-1-2-1
2-1-2-1
2-1-2-1
Panel Span:
5'-01 O.C.
4'-W O.C.
4'-G" O.C.
Sb" O.C.
4'-W O.C.
Substrate:
Min. 14 Ga.
Min. 14 Ga.
Min. 14 Ga.
Min. 18 Ga.
Min. 18 Ga.
Steel Framing
Steel Framing
I Steel Framing
Steel Framing
Steel Framing
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Table "0" 29 6a. Hampton Rib Roof Panel
Maximumia-19-Pressure:
47.3 psf
-150.9 psf
+39.Opsf
♦243.1 psf
FastenerPanem:
6'-3"4'-3"-6"3'-6'
6'-3'-6"-3"•6"-3'-6"
6"-3"-6'-3'-6'3'-6'
6'd'-6"-3'-6"-3"-6"
Fastener5padirg:
4'-0'O.C,
2'-0"O.C.
4'0-O.C.
2'-0-O.C.
Design Pressure Includes a Safety Factor= Z.O.
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 Cade 2017, as relates to Rule 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• ASfM 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-ISA-D
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc (FBC Organization 0 TST-5328)
Report No. 667-006OT-18F, 657-0061T-18E
3. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization H 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 Cade and Rule 61G20-3.005 (3) for
manufacturing undera quality assurance program audited byan approved
quality assurance entity.
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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 312, lap sealant must be used in the panel side laps.
Installation:
Install per manufacturer's 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.
FL# 27402.1
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26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
`#12—I4 x 3/•f ]VII S03 47/ 14UM BONDED NEOPRENE MASHER
29 GA. HAMPTON RIB FASTENER PATTERN
` 012-14 x 3/4" HNH S03 W/ 14MM BONGED NEOPRENE WASHER
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Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Wall Panel over open framing
Florida Product Approval # 27403.1
Florida Building Cade 2017
Per Rule 61G20-3
Method; 2-5
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 Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID: 1920
Valldator•
Gary Hartman, P.E. #73227
Contents;
Evaluation Report Pages 1-4
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SCANNED
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FL# 27403.1
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Force Eagitic d Sc Teatiag Iac.
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Humble,TA 77333
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1709.2.
Product Description: Hampton Rib 26 Ga. and 29 Ga. Steel Wall Panel, 36" Wide, through fastened
structural wall 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 BO
Conforming to Florida Building Code 2017 Section 1405.2.
Panel Olmension(s): Thickness: 26 Ga.: 0.0185" min. order thickness
29 Ga.: 0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height: %" major rib at 9" O.C.
Panel RDllformer: MRS Metal Roliforming Systems
Panel Fastener: #12-14 x %" HWH SDg3 with 14mm neoprene bonded washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017.
Substrate Description: Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade SO) 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 Wall Panel
Maximum Design Pressure:
-57.3 psf
-72.9 psf
-67.7 psf
s46.9 psf
+54.7 psf
Panel Fastener Patten:
2-1-2-1
2-1-2-1
2-1-2-1
24-2-1
2-1-2-1
Panel Span:
51-0" O.C.
4'-0" mr—
4'-0' O.C.
51-W O.C.
4'-0" O.C.
Substrate:
Min. 14 Go.
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. Hzmeton Rib Wall Panel
Maximum Design Pressure:
-57.3 psf
-1509 psf
♦39.0 psf
a143.1 psf
Fastener Pattern:
6"-3"-6'-3"-6'-3'-6'
6'-3'-6'-3"-6"-3•-6"
6"_3:{r•_3•_6"_3•{•
6•_9•-6•_3"-6"_3"-6"
Fastener Spacing:
4'-0' O.0
Y-0" O.0
4'-0' O.C.
2'-W O.0
•Design Pressure Includesa Safety Factor= 2.0.
Code Compliance:
The product described herein has demonstrated compliance with
The Florida Building Code 2017, Section 1709.2.
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
Reference Data:
1. ASTM E 1592-05 (2012) Test
Force Engineering & Testing, Inc. (FBC Organization If T5T-5328)
Report No. 667-006OT-18A-E, 667-0061T-18A-D
2. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering &Testing, Inc.
(FBC Organlzation # ANE 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 manufacturers recommended details.
Insulation:
Manufacturers approved product (Optional)
Panel Fire Classification:
Fire classification is not part of this acceptance.
FU 27403.1
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No. 449
STATE OF
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Force Engineering 8e Tearing Inc
19MO Rambl w dnd c
Ho 1,1, TX 77138
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 cladding
wind loads. These component wind loads for wall Gadding are compared to the
allowable pressure fisted 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
x 3/4' HAH 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'
x 3/4' WfH SD3 W/ 14MM BONDED NEOPRENE WASHER
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No. 44923
STATE 0A
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