HomeMy WebLinkAboutPRODUCT EVALUATION REPORT• 4
rLoxcengineering & Testing Inc.
19530 Ramblev:ood Ddvc
Hn.W=77a3a
Product Evaluation Report
CARPORTS ANYWHERE
SCANNED
BY
St. Ll,rie County
Hawtatr Rib Roof Ponel over open framing
Florida Product Approval #Z7 OZ.1
Florida Building Code 2017
Per Rule G1G20.3
Method: I—D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: G1G203.005(1)(d)
NON HVH2
Product Manufacturer:
CarportAnywhere
10858 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator:
Terrence E. Wolfe, P.E. N 44923
Florida Evaluation ANE ID: 1920
Validator•
Gary Hartman, P.E. 073227
Contents:
Evaluation Report Pages 1-4
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No. 40e
SPATE OF ;r
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FL# 27402.1
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Force Engineering Fc Testing Inc.
39i10 Itamhleaood Drive
Humble,Tt 77M3'
Compliance Statement:
The product as described in this report has demonstrated.cpmpliance with the
Florida Building Code 2017, Sections 1504.32,1504.7.
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 Cade 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: 9" major rib at 9" O.C.
Panel RDllformer: MRS Metal Rollfonning Systems
Panel Fastener:
#12-14 x Y" HWH SD43 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 Sol Steel framing. See Table A 8, B for steel
gauge. Framing must be designed in accordance iv/ Florida Building Code 2017.
Allowable Design Pressures:
bhl"^a^oa t;� u
Maximum Design Pressure
-57.3 psf
-749 psf
-67.7 psf
+46.9 psf
+543 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'-0' O.C.
4•-0' O.C.
51-0' O.C.
4'-0" O.C.
Substrate:
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
I Steel Framing
Min. la Ga.7
Steel Framing
Min. IB Ga.
Steel Fuming
—50, - 5areryrenar=2.0.
PI.# 27402.1
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C B 1 E 1. 7,
CE NSF:
A4.. ��.'''777
No. 4499
STATE OF
'PO,n••'pt O AlDA
sn. araa �i f4; •. 's
i rr 'r�7 /FOR L V
JV4%e.1.8, 2018
rr-orccEngincerM &Testing Inc.
19530 Rambiesvuod Di,.
HumblgX[ 77333
Table "B' 29 Ga. Hampton
Maaimum oesrp, Pressure:
-573 pzf
-3509 ps(
+39.0 psf
♦143.1 p,f
Fastener Pattern
6'd'-6'•3"-6'd•-6'
6'•3'4i"-3'-6"-3'-6`
b'-3'-6'-3'-6"-3'-6'
fi'-3'$-3'E'3'-6"
FartenerSpad r.
4b'0.6.
2'-0"O.C:
4'4r O.C.
r-W O.G
aoar=zu.
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 61GZO-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: L ASTM E 1592-05 (2012) Test
Force Engineering & Testing, Inc. (FBC Organization N TSF-5328)
Report No. 657-006OT-18A-E, 667-0061T-18A-D
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering &Testing, Inc. (FBC Organization N TST-5328)
Report No. 667-0060T-ISF, 667-0051T.18E
3. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Farce Engineering & Testing, Inc
(FBC Organization P 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
manufacturing under quality assurance program audited by an approved
quality assurance entity.
FLO 27402.1
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Force Engineering & Testing Inc.
10530 R hicwood Dri.e
Humhtgrr77130
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:
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 he in compliance with Florida Building Code 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
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No. 40_a�.
b' STATE OF
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snrdm ire, ,;pN intEN,
rL# 27402.1
Jwnz 1-8, 2.018
6'
26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
#12-.14 . 3/4' IO'AI S03 P// 610l3 60NOE0 NEOPRENE flA511ER
29 GA. HAMPTON RIB FASTENER PATTERN
`912-1 : x 3/4" HVWI S03 1Y/ I-I.N!.1 RON6EO NEOPRENE tVASRER
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9—UNia2018
rForce Engtncecing & Testing Inc.
t0530[tnubl .W Di,e
Humbl.aX77338
Product EvaluationReport
CARPORTS ANYWHERE
Hampton Rib Wall Panel over open framing
Florida Product Approval # 27403.1
Florida Building Code 2017
Per Rule 61G20-3-
Method: 2-0
Category: Structural Components
Subcategory: Structural Wall
Compliance Method: 61GZG-3.005(2)(b)
NON HVHZ
Product Manufacturer:
Carport Anywhere
10858 S.E. County Road 221
Starke, Florida 32G91
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 449Z3
Florida Evaluation ANE ID: 192G
Validator.
Gary Hartman, P.E. 973227
Contents:
Evaluation Report Pages 1-4
SGANNFJ a
BY
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CE NSF lam.
No. 40 /
STATE OF
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rm �O�hlpk 1Nj1 NG'
FL# 27403.1
Ju. L& I8, 2.01.8
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r.o.c. ED neenng,&Testing Inc.
19530 Ramble and Dive
Humble,TX77338
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 A792or 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 Dlmenslon(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 Rollformer. MRS Metal Rollforming Systems
Panel Fastener: 912-14 x Y..' HWH 5083 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 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:
T.M. -A- 29 Ga. Nametnn nih Wall P... I
Maximum Design Pressure:
-57.3 psf
-72.9 psf
-6 .7 psf
+46.9 psf
+54.7 psf
Panel Fastener Pattem:
2-1-2-1
2.1-2-1
2-1-2-1
2-1-2-1
2-1-2-1
Panel Span:
51-W D.C.
4'-0' O.C.
4'-W O.0
s'-0' O.C.
4'-0' D.C.
substrate;
Min. 14 Ga.
Steel Framing
Min, 14 Ga.
Steel Framing
Min. 14 Ga.
I Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Design Pressure includes a 5afetyFactar= 2.0.
FU 27403.1
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Porce Enginect ng & Testing Inc.
19530 Rambkc ood Drivc
Humbie,TX 77338
Table "8" 29 Ga. Hampton Rib Wall Panel
Maximum Design Pressure:
-57.3 Psf
-y909;;0
+39.0p0
+143.1 psf
Fastenerpanern:
6'd'-w-3"-6'-3'3'
6'-3-6'-3'-6'
6'-3'-
Fastener5padng.
4'-0"O.G
2'-0"O.C.
4'-0'O.C.
2'-0'ox—
Design Pressure Induces a sorely Factor=L4
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-5329)
Report No. 667-0060T-18A-E, 667-006IT-ISA-D
2. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering &Testing, Inc
(FBC Organization H 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.
t,tt1111
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STATE OF
P. ORL 9 A. 4,�
s•.�mse elf'. .1}'��
rsmv +"""ORAL ENGt�`
+"/lnnlnt•
FL# 27403.1
jvw &18, 2018
r
rporccEngincrngTesting Inc.
19530 tlancDdsc
Humblc.TX77330
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 16ofthe Florida Building Cade 2017 for wall cladding
wind loads. These component wind loads for wall cladding are compared to the
allawablepressure 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.
FL# 27403.1
Jol.n.e,18, 2018
D
26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
e12-14 • 3/4" H SD3 VI/ 14NN BOWED NEOPRENE P,'6M
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3 6'-3"-6"
IT T-TT�
` 812-14 • 3/4' WAI S03 f9/ 14BY BONDED NEOPRENE 1'tl6RER
g�pyool Florida
p.OA
No. 44923�
STAT20 ��O�z oyt
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1 MN 1 8 2018