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Product Approval Menu > Product or An Ifcation Search'> AypltcaHon Ust> Application Detail
FL # FL27403-R2
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer
Carports Anywhere
Address/Phone/Email
10858 S.E. County Road 221 .
Starke, FL
(352) 4681116
bodom@carportsanywhere.com
Authorized Signature
Brandie Odom
bodom@carportsanywhere. com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Structural Components
Subcategory
Structural Wall
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed.the ]ohnathan Green
Evaluation Report
Florida License
PE-88223 .
Quality Assurance Entity
PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date
06/13/2023
Validated By
Brian ]aks, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
FL27403 R2 COI Letter of Certificallion�rports An here sea led.odf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
Product Approval Method Method 2 Option B
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summanr of Prnritrets
68/04/2020
08/10/2020
08/22/2020
FL #
Model, Number or Name
Description
27403.1
Hampton' Rib Wall Panel
Hampton Rlb Wall Panel over open Framing
Limits of Use
Approved for use in HVHZe No
Approved for, use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +46.9 psf/-57.3 psf
Other: See Evaluation Report for various Design' Pressures..
Install per Manufacturer's Details. Not for use in.HVHZ Zones.
Installation Instructions
FL27403 R2 II- Hampt®n'Rib Wall Panel seated.pdf
Verified By: Johnathan E Green, P.E. 88M
Created. by Independent Third Party: Yes
Evaluation Reports
FL27403 R2 AE' Hampton Rib Wall Panel sealed.Ddf .
Created by Independent Third Party: Yes
Limits of Use.
Approved for use In HVHZ: No
Approved for use outside HVHZe Yes
Impact Resistant: N/A
Design. Pressure: +40.0 psf/,37.0 psf
Other: +40.0 psf at 4'-0" o.c: -37.0 psf at 4'-0" o.c. Instalfper
Manufacturer's Details: Not for use in'IiVHZ. Zones., '
Installation Instructions
FL27403 R2 II Resi-Lap- Wall Panel DRAFT sea0ed.o�
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
F127403 •R2 AE Rest -Lao Wall Panel DRAFT seated.odIF
Created by Independent Third. Party:.Yes
Contact Us :: 26FI Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824 -
The State of Florida Is an AA(EEO employer. Copyright 2007-M13 State of Florida.:: Privam cy Statement :: Accessibility Statement Refund Stateent
.Under Florlda law, emall addresses are public records. If you do riot want your e-mall address' released In response to public -records request, do not send elee7onlc
mail to. this entity. Instead, contact the afice by phone or by traditional mall. If you have any questions, please contact B50.487.1395. -Pursuant to Section 455.27S(1),
Florlda Statutes, effective October 1, 2012,11censees licensed under Chapter 455, F.S. must provide the Department with an emall address if they have one. The emalls
provided maybe used for offidal carrimunicatlon.with the licensee. However emall addresses are public record. If. you do not wish to supply a personal address, please
.provide the Department with an emall address which can be made available to the public. To determine if you area licensee under Chapter455, F.S., please dick here .
'Product Approval Accepts:
.. � � -2 M
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Safe
Force Engineering & Testing
19530 Ramblewood Drive
Humble. Tews 77338
P1101ie: (28 0549-6603 FAX: (280 540-9966
Websile:vvwa:foeceengineeringlestGig.com
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Wall Panel over open framing .
Florida Product Approval # 27403.1 R2
Florida Building Code 2020
Per Rule 61G20-3
Method•2—B
Category: Structural Components
Subcategory: Structural Wall
Compliance Method: 61G20-3.005(2),(b)
NON HVH2
Product Manufacturer:
Carport Anjuilere
10858 S.E. County, Road 221
Starke, Florida 32091
Engineer°Evaluator:
Johnathan green, P.E. # 88223
Florida Evaluation ANE ID:12901
Validator-
Brian Jail, P.E. #70159
Contents:
Evaluation Report Pages 1-4
m a � efts
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FU 27403.1 R2
Force Engineering &.Testing
19530 Rnmblewood Drive
Humble, Teme; 77338
Phone: (281)546-6603 FAX: (281)W-9946
Websile: ivwiv:foiceenginecringtLsling.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 Mateiial/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: Y.." major rib at 9" O.C.
Panel Roilformer:. MRS Metal Rollforming Systems
Panel Fastener: #12-14 x %" HWH SD#3 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.accoirdance w/ Florida Building Code 2020.
Allowable Design Pressures:
Tahle "A" 26 Ga- Hamnrnn Rih Wall P-1
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:
51-o" O.C.
4'-0" O.C.
4'4' .O.C.
5'-ll" O.C.
4'-0" O.C:
Substrate:
Min.14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Mini 14 Ga.
Steel Framing
Min.18 Ga.
Steel Framing
Min:18 Ga.
Steel Framing
-ueslgn rressure mnuaes a aatety :actor= z.u.
FL# 27403.1 R2
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.
Force Engineering &. Testing
19530Rambletirood Drive
Humble, Tems 77338
Phone: (281) 540'-6603 FAX: (281) 5404966
Websile: www.farecenginceringtLxting.com
Table "R" 29 Ga_ Hamntan Rib Wall Panel
Maximum Design Pressure:
-57.3 psf
-150.9 psf
+39.0 psf
+143.1 psf
Fastener Pattern:
6"-3"-6"-3"-6"-3"-6"
6"-3"-6"-3"-6"-3" 6"'
6"_V'0-3„_6"-3"_6"
6"_3„-6"-3"4"_3"0
Fastener Spacing:
4'-0". O.C.
2'-0" O.C.
4'-0" O.C.
2'-W O.C.
Substrate:
Min.16ga.
Steel Framing.
Min.l6ga.
Steel Framing
Min..16ga:
Steel Framing
Min.16ga.
Steel Framing
-uesign Pressure mcwaes a saretyi-actor = z.u.
Code Compliance: The product described herein has demonstrated compliance with .
The Florida Building 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: I. ASTM E 1592-05 (2012) Test
Force Engineering &Testing, Inc. (FBCOrganization #TST-5328)
Report No. 667-0060T-18A-E, 667-0061T-18A-D
2. Certificate of Independence
ByJohnathan Green, P.E. (No. 88223) @ Force Engineering & Testing
(FBC Organization # ANE ID:12901)
�0 y V
_ o +� c
o c
a
UA
M 27403.1 R2
El
:M HAS BEEN
.LY SIGNED -AND
iBYJOHNATHAN
ON THE DATE
:NT TO THE SEAL.
I COPIES OF THIS
:NT ARE NOT
_RED SIGNED AND
AND THE
IRE MUST BE
) ON ANY
JNIC COPIES.
c
Force Engineering & Testing i
195311 Ramblewood Drive
Humble. -Texas 77338
Phone: 4281)540-6603.FAX: (281)540-9966
Wcbsile:%vww.forcLwngineeringlesli.ng.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.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.
FM 27403.1 R2
.1 Force Engineering & Testing
19530.1lumblewood Drive
Humble, Texas 77338
Phone: (281) 540-6603 FAX: (2$1) 540-9966
Websile: .YitAv.fotceengineeriiigti!stiitg.coni
26 GA. HAWTON Rig FASTENER PATTERN 2-1-2-1
12-14 x 3/4* HIM SD3. W/ 10.1ki BOINDED NEOPRENE WASHM
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6 f_3!'-6"-3'!-6'
.3" 6- 3' r
> < <—> <
12-14 a 3/4" 1WH SW V11 14MM BONDED NEOPRUIE 41.5fiER
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL
) COPIES OF THIS
ENT ARE NOT
=-RED SIGNED AND
AND THE
JRE MUST BE
) ON ANY
0NIb COPIES.
FL# 27403.1 R2