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Product Approval
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FL
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Applicatlon Status
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Address/Phone/.Email
Authorized Signature
Technical Representative.
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL27403-R2
Revision
2020
Approved
Carports Anywhere
10858 S:E. County Road 221
Starke, FL
(352)468-1116
bodom@carportsanywhere.com
Brandie Odom
bodom@carportsanywhere.com
c- StructuraI components
-Structural wall I
VE =County,
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.
} f Validation Checklist - Hardcapy Received
Certificate of Independence FL27403 R2 COI Letter of Certification -Carports -Anywhere sealed.adf
Referenced Standard and Year (of Standard)
f�.
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
Product Approval Method Method 2 Option B
Date Submitted
08/04/2020
Date Validated
08/10/2020
Date Pending FBC Approval
00/22/2020
Date Approved
10/13/2020
Summary of Products
FL #
Model, Number or Name
Description
27403.1,
Hampton Rib Wall Panel
Hampton Rib Wall Panel over open Framing
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
Fi27403 R2 11 Hampton Rib Wall Panel sealed:pdf
Approved for use outside HVHZ: Yes
Verified By: ]ohnathan E Green, P.E. 88223
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +46.9 psf/-57.3 psf
Other: See Evaluation Report for various.Design Pressures.
Evaluation Reports
FL27403 R2 AE Hampton Rib Wall Panel sealed.pd
Install per Manufacturer' D 11 'No foruse n VH Zo s,
qreated qy IrVepqnd t 11 a
sr p e
i n o n g
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL27403 RZ II Resi-Lap Wall Panel DRAFT sealed.pd
Approved for use outside HVHZ:. Yes
Verified By: ]ohnathan E Green, P.E. 88223
Impact Resistant: N/A.
Created by Independent Third Party: Yes
Design Pressure: +40.0 psf(-37.0 psf
Evaluation Reports
Other: +40.0 psf at 4'-0" o.c. -37.0 psf at-W .0" o:c. Install per
FL27403 -112 AE Res! -Lap Wall Panel DRAFT
tiWed.pdf
Manufacturer's Details. Not.foruse In HVHZ Zones.
Created by Independent Third Party: Yes
Sack tyex[
Contact s.n 2601 Blair Stone Road, Tallahasse_e_FL_32399 Phone: 890-487-1824
The State of Florida Is an AA/EEO employer. Copydaht2007-2,013 State of Florida.:: Privacy Statement:i Accesslhlilt rStatement b: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mall. Ifyou have any questions, please contact 850.487.1395. wPunsuant to Section 455.275(1),
Florida Statutes,: effective October3,.2012, licensees licensed under Chapter455, F.S. must provide the Department with an email address If they have one. The emails
provided maybe used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
proylde the. Department with an email address which can be made available to the public. To determine if you are a.11censee under Chapter 455, F.S., please dick hree.
Product Approval Accepts:
PW
cCtal
Credit0
Safe
securitymrr>ucs
1. J Force Engineering &; Testing. 1._
9530.Ramblewimd Drive
:Ifim le,'Te\as�7T33i1_,
Phimc; .(28l) 540a6603 FAX:(281) 540496.6
Website v. v%vivArceenginccrinsteshng:con�
'Product Evaluation Report
CA'RPORTS.ANYWHERE
Hampton Rib Wal/ Pane. "l. over open framing
Florida. Product' Approval #'274031 R2
.Florida Building Code 2020'
Per Rule 61G204
Method: 24
Category:.Structural Components
Subcategory: Structural Wall
Compliance Method: 61020.;I005(2)(b)
NON HVHZ
Product'Manufacturer:
Carport'Anywhere
10854:5'.E. County. Road 221
Starke, Florida32091
EnsineerEvaluatom
lohnathan Green_, PE._# 88223
Florida Evaluation ANE ID:12901
Widator:
Brian laks,.P.E:. 7.0159.
Contents:
Evaluation Report Pages: l- 4
BYJOHNATHAN
)N,THE DATE
VT TO THE, SEAL:
) COPIES OF THIS
"NT ARE NOT
°RED-SIGNED.ANI
AND THE
JRE MUST BE
FL4'27403.1 R2
:Force Engineering &'Testing
19530 Rurnole�caodDrive
trunible- Texas 77338.
Phone.. (281) 540-6603 FAY (281)"p�104906
1Yelisilc: "%wti�v forccensinecringtestingx.
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 Gq. Steel Wail Panel, 36" Wide, through fastened
structural wall panel. Structural Application.
Panel Material/Standards: Material:
26,6a. Steel,.ASTM A792 or ASTM:A659 G90 Grade S0
29 Ga: Steel, ASTM A792'or ASTM A653 690 Grade:90
Conforming to Florida Building Code 2020 Section 1405.2.
Pariel-Dimension(s)r 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" MC.
Panel Roiiforiner: MRS Metal. RoliformtngSystems
Panel Fastener: #12-14:x%" HWH SD#3 with':14mm neoprene bonded washing orapproved;equal.
Corrosion. Resistance: Per Florida. Building C64e,2020.
Substrate Description: Minimum 14 Ga.. (6rade:50)-Steel framing, Minimum 16'Ga. (Grade So)Steel
framing, or Minimum 18Ga; (Grade 50) Steel framing. See Table A<&, B forsteel
gauge. Framing must be designed in accordance w/ Florida Building'Code 2020.
Allowable: Design Pressures:
Table "A" 36'Ga. Hampton Rib --Wall Panel
Maxlmum Design Pressure:
-57 3 psf
-72.0 psf
-61'T_psf
+46.9 psf
+54.7psf
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' 8 O:G-
4'-0 O:C:
4'-0 O.C.
5' o `.O:C:
4'-0" O.C.
Substrate:
Min.14 Ga.
Steel Framing
Min .14 Ga:
Steel Framing
Min.14 Ga.:
.Steel Framing
Min. 18 Ga.
Steel Frdming .
Min.18 Ga.
Steel Framing. .
!Design Pressure Includes a;SafetV1Factor = 2.0.
B
aka
4 �
� m
If
�'
41111111O
F' L#' 274031 R-2
M HAS BEEN
:Y SIGNED AND
BYJOHNATHAN
)N THE DATE
JT TO THE SEAL.
f '
# Force 'Engineering &:Testing:.
19530 Raniblewdod Drive
Nurohie,'Texas 77338.
Phone: (28) 540=6603 FAX:: (281) 5404966
WebsKe: tiY.1YSY.forcc-enginc ringt6ting:com
Table "B"'29 dm Hampton Rib Wall Panei
Maximum Design.Pressure:
-57:3 psf
-150.9 psf
+39.0 psf
+143.1 psf
Fastener Pattern:
6"-3°-6"-3"-6° 3'-Ei"
6"-3"-6"-3"-6°3° 6"
6"-3"-6"-3"_6„_3"-6"
6" 3=6„_3"-6°3,•-6"
Fastener Spacing:
4',01- O.C:
2'-W O.C.
4'-0" O.C.
2'-0" Q.C.
Substrate:
Min..l6ga.
Steel Framing ....
Min.l6ga.
Steel Framing
Min.l6ga;
Steel Framing
Min'16ga.
Steel framing
*Design Pressure inciudesa Safety Factor = 20.
Code Compliance: The:prqduct;deseribed herein has demonstrated compliance with
The. Florida Building Code'2020, Section 17092.
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'1592405 (2012) Test method for structural performance of
street 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 # TYP5328).
Report No. 667-0060T-18A=E, 66TOO61T-18.A-D
2. Certificate of,lndependence
By.Johnathan:Green, P;E..(No. 88223),@ Force Engineering.&Testing:
(FBC:Organization # ANE ID::12901)
) BY JOHNATHAN
ON THE DATE
W TO THE.SEAL.
D COPIES:OF THIS
_FLED SIGNED AN.D
AND THE
IRE MUST BE
FU 27403.1:R2
Force Engineering & Testing ".-I
19530 Ramblewood.Drive
Humble, Texas 77338
1' 6= (381) 840,6603 FAX: (281)540-9966.
lvebsile: ww%v.forceenginecringlesling.coni
Quality Assura nce 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.
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 2010 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
attachinent.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.
1�48a9�049.
i
s;
ro
AID !�%�\v
1111111�0%
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 1_.,1
19530 Ramble wood Drive
Humble. Teas 77338
Phone: (281)540-6603. FAX:. (211) 540-9966
Website: www:fncccenginecrin icsling;eum
26 GA. HAMPTON RIB -FASTENER PATTERN 2-1-2-1
\_#12-14 x 3/4" HNH'SO W/ 14MM BDNOED NEOPRENE MASHER
29 GA. HAMPTON RIB FASTEIJER:PATTERN _6"-3"-6"-3"-6"-3"-6"
6" 3 6" _ _ 3' . V 3' 6" 3`
R12-14 x 314" H41H SD3 1V/ 14MM BONDED NEOPRENE WASHER.
..Qn9�io'id�en�.
v
i
d-
a
FL# 27403.1 R2
M HAS BEEN
.Y SIGNED AND
BYJOHNATHAN
WTHE DATE
4T TO'THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED -ON ANY