HomeMy WebLinkAboutProduct Evaluation Report; Structural Wall.1 .
Force Engineering &'Testing
19531) Ramblcwood Drive
Hunlhle. Texas 77338
Phone: (281)540-6603 FAX: (281)540-9966
Websile:%vwwtPorcLwn{;ineerinplvwtiu{(.com
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Wait Pavel Oyer open framing
Florida Product Approval # 27403.1 R2
Florida Building Code 2020
Per Rule 61620-3
Method:2—B
Category: Structural Components
Subcategory: Structural Wall
Compliance Method: G1G20-3.005(2)(b)
NON HVHZ
Product Manufacturer:
Carport Anywhere
10858 S.E. County Road 221
Starke, Florida 32091
Enkmeer Evaluator:
Johnatihan Green, P.E. # 88223
Florida Evaluation ANE ID:12901
yalidator-
Brian Jaks, P.E. #70159
Contents:
Evaluation Report Pages 1-4
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.
FL# 27403.1 R2
1
Force Engineering & Testing
19530 Runiblewood Drive
Humble. Tows 77338
Phone: (181)540-6603 FAX: (281)54i1-9966
Websile: www.rorceengineeringlesling.com
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2020, 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 2020 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: %" major rib at 9" O.C.
Panel Rollformer: MRS Metal Rollforming Systems
Panel Fastener: #12-14 x %" HWH SD93 with 14mm neoprene bonded washing or approved equal.
Corrosion Resistance: Per Florida Building Code 2020.
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 2020.
Allowable Design Pressures:
Table "A" 26 Ga. Hamnton Rih Wall 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'-V O.C.
4'-0" O.C.
4'-0" O.C.
51-W O.C.
4'-0" O.C.
Substrate:
Min. 14 Ga.
Steel Framing 1
Min. 14 Go.
Steel Framing
Min. 14 Ga.
Steel Framing
Min.18 Ga.
Steel Framing
Min.18 Ga.
Steel Framing
uesign Pressure includes a 5atety Factor = 2.0.
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FL# 27403.1 R2
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
1 COPIES OF THIS
ENT ARE NOT
:-RED SIGNED AND
AND THE
)RE MUST BE
) ON ANY
)NIC COPIES.
1
Force ]Engineering & Testing
19530 R:unblewood Drive
Humble. Texas 77338
Phone: (281) 540-6603 FAX: (28l) 540.9966
Websile: ww►v.furceengiueerb►gles(ing.com
Table "B" 29 Ga. Hamntan Rib Wall Panel
Maximum Design Pressure:
-57.3 psf
-150.9 psf
+39.0 psf
+143.1 psf
Fastener Pattern:
fi"-3"-6"-3"-6"-3" 6"
6"-3"0-3"-6"-T -6"
6"_3q6"_3,•_6"_3"-6„
6"_3"_6"-3"_6"_3"-6"
Fastener Spacing:
4'-0" O.C.
2'-0" O.C.
4'-0" O.C.
2'-0" O.C.
Substrate:
Min.16ga.
Steel Framing
Min.16ga.
I Steel Framing
Min.16ga.
Steel Framing
Min.16ga.
Steel Framing
Design Pressure Includes a Safety Factor = 2.0.
Code Compliance:
The product described herein has demonstrated compliance with
The Florida, Suilding Code 2020, Section 1709.2.
Evaluation Report Scope:
The product evaluation Is limited to compliance with the structural wind load
requirements of the Florida Building Code 2020, 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 Johnathan Green, P.E. (No. 88223) @ Force Engineering & Testing
(FBC Organization # ANE ID:12901)
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.
FL# 27403.1 R2
( F
.F
Force Engineering & 'Testing
19530 Rnmblewood Drive
Hinni le. Texas 77338
Phone: (281)540-6603 FAX: (281)540-9966'
Website: www.tnrceengineeringlesting.com
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 manufacturer's recommended details.
Insulation: Manufacturer's approved product (Optional)
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 2020 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 2020
Chapter 22 for steel, and Chapter 16 for structural loading.
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL
) COPIES OF THIS
?NT ARE NOT
=RED SIGNED AND
AND THE
IRE MUST BE
) ON ANY
)NIC COPIES.
FL# 27403.1 R2
Force Engineering & Testing i
19530 Ramblclrood Drive
Humble. Texas 77338
1'honc: (281)540.6603 FAX: (281)5411-9966
Websile: wu•w.rorceenginccringlesting.com
26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
` Q12-14 x 3/4' HIM SW R'/ 14MM BONDEO NEOPRENE WASIIER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6"
6" 3' 6- 3• 6•
6"
Q12-14 x 3/4. 11PIH S03-r// I4M)A BONDED NEOPRME WASHER
ITEM HAS BEEN
ALLY SIGNED AND
ED BY JOHNATHAN
.N ON THE DATE
CENT TO THE SEAL.
ED COPIES OF THIS
DENT ARE NOT
DERED SIGNED AND
:D AND THE
TURE MUST BE
ED ON ANY
'RONIC COPIES.
FL# 27403.1 R2