HomeMy WebLinkAboutPRODUCT EVALUATION REPORTForce Enginecring & Testing Inc.
19530 Pa blood Drive
Humble,TX 77338
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Wall Panel over open framing
Florida Product Approval # 27403.1
Florida Building Code 2017
Per Rule 61G20-3
Method: 2-8
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
SCANNED
BY.
QW11.Lucie County
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FIAT 27403.1
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Force Engineering & Testing Inc.
19530 Ramble od DA.
HumblgTX 77339
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 80
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: VV major rib at 9" O.C.
Panel Rollformer: MRS Metal Rollforming Systems
Panel Fastener:
#12-14 x Y." HWH SD#3 with 14mm neoprene bonded washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017.
Substrate Description:
Minimum 14 Ga. (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 Ga. Nameten Rib Wall Paunl
Maximum Design Pressure:
-57.3 psf
.72.9 psf
-67.7 psf
a46.9 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:
51-V O.c
4'-0' O.C.
4'-0' O.C.
51-0' O.C.
4'-0' O.C.
Substrate:
MN. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Min. IS Ga.
Steel Framing
Design Pressure Includes a Safety Factor - 2.0.
FL# 27403.1
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Force Engineering & Testing Inc.
19530 Ramblewood Drive
HumblgTX 77338
Table "Re 79 re
Maximum Design Pressure:
-573 psf
-1509 psf
+39.0 psf
+143.1-p5f
Fastener Pattern:
6'-3"-6'-3"•6"-3"-fi'1
6'-3--V.3" "-3--6"
6'-3'-6 -3--6'-3'{'
Fastener spacing:
4'-0"D.C.
r-0"O.C.
4'-0"-0.r
2'-0'O.C.
oogn rressum mauaes a sarery racior= z.u.
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 # TST-5328)
Report No. 667-0060T-18A-E, 667-0061T-18A-D
2. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization # 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:
Manufacturer's approved product (Optional)
Panel Fire Classification:
Fire classification is not part of this acceptance.
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Force Engineering & Testing Inc.
19530 Jtamble ad 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 cladding
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
`R12-14 v 3/4' WNH 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' 3.
#12-14 [ 3/4" HWH S03 W/ 14MM BONDED NEOPRENE WASHER
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FL# 27402.1 R1
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Force ErigIncering & Testing Inc.
19530 R mbl.od Ddv.
HumbIgTX77338
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Roof Panel over open froming
Florida Product Approval # 27402.1111
Florida Building Code 2017
Per Rule 61G20-3
Method: 1—D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61G20.3.005(1)(d)
NON HVH2
Product Manufacturer:
Carport Anywhere
20858 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
SCANNED
BY
St.Lucia County
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STATE OF ;
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August 8, 2019
Force Engineering & Testing Inc.
19530 Ramblesvood Drive
Humblc,TX 7733E
Compliance Statement:
The product as described In this report has demonstrated compliance with the
Florida Building Cade 2017, Sections 1504.3.2, 1504.7.
Product Description:
Hampton Rib 25 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" D.C.-
Panel Rollformer: MRS Metal Rollforming Systems
Panel Fastener:
912-14 x Y.." 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 & B for steel
gauge. Framing must be designed in accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Table "A" 26 Ga- Hamvtnn Rib Renf Pan"I
Maximum Design Pressure:
-57.3 psf
-72.9 psf
-673 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'-T O.C.
4'-0" O.C.
5'-0" O.C.
4'-0. O.C.
Substrate:
Rn.14Ga.
Steel Frdming
Min. 14 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Fmming
Design Pressure Includes a Safety Factor= 2.0.
FL# 27402.1 RI
August 8, 2019
Ponce Engineeriring & Testing Inc.
195J0 Rambicw99d Ddve
Humbic,T7t 77338
Table "8" 79 na. Namntnn
Maximum Design Pressure: -
-573 psf
-150.9 psf
39.0 psf
+143.1 psi
Fastener Pattern:
6"-3"-6•-3"-6•-3•-6•
6"-3•-6•-3•-6.3•-6•
6+ 3•{^-3•-6"-3={•
6�3•-6•-3•-6 -3•{•
FastenerSpacing:
4'-0"O.C.
2'-0. O.0
4'-0"O.C.
2'-0"O.C.
Substrate:
Min. 16 Ga.
Steel Framing
Min. 16 Ga.
Steel Framing
Min. 16 Ga.
Steel Framing
Min. 16 Ga.
Steel Framing
-Design Pressure Induces a Safety Factor = 2.0.
Code Compliance:
The product described herein has demonstrated compliance with
The Florida Building code 2017, Section 1SO4.3.2, 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. 667-0060T-18A-E, 667-0061T-18A-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 # 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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August 8, 2019
Force Engineering&Testing Inc.
19530 Rombl.00d Drive
Humb],TX 77338
manufacturing under quality assurance program audited by an approved
quality assurance entity.
Minimum Slope Range:
Minimum Slopeshallcomply with Florida Building Code 2017, Including Section
SS07.4.2 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:
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 RI
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August 8, 2019
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26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
`#12-14 . 3/1' ITNII SDJ VI/ MpA BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6"
6- _ 3-_ . _ 6 3- 0. 3 6. 3'
` a12-14 x 3/4' 14VH SUS Vl/ 14MM BONDED NEOPRENE WASHER
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August 8, 2019