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REVIEWED FOH
FL #
Application Type
FL27402-R2
Revision
CODE COMPLIANCE
Code Version
Application Status
2020
Approved
STA L CIE C� NTY
Comments
BOCC
Archived
Product Manufacturer Carports Anywhere
Address/Phone/Email 108S8 S.E. County Road 221
Starke, FL
(352) 4684116
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 Roof Deck
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 Johnathan Green
Evaluation Report
Florida License PE-88223
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 06/23/2023
Validated By Brian Jaks, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL27402 112 COI Letter of Certification -Carports Anywhere sealed.odf
Referenced Standard and, Year (of Standard) Standard Year
ASTM E 1592 2005
FM 4471 1992
Equivalence of Product Standards
Certified By
Sections from the Code.
Product Approval Method Method 1 Optlon D
Date Submitted
Date Validated
Date Pending, FBC Approval
Date Approved
1
Summary of Products
08/04/2020
08/10/2026
08/19/2020
10/13/2020
FL it
Model, Number or Name
Description
27402.1
Hampton Rib Roof Panel
Hampton Rib Roof Panel over Open Framing
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL27462 R2 II Hampton Rib Roof Panel DRAFT seaied.p9 f
Verified By: ]ohnathan E Green, P.E. 88223
Impact Resistant: N/A
•Design Pressure: +54.7 psf/-57.3 psf
Other: See evaluation report for varlous design pressures
Install per Manufacturer's detailsiAot for use in HVHZ Zones.
Created by Independent Third Party,: Yes
Evaluation. Reports
FL27402 R2 AE.-Hampton Rib Roof Panel DRAFT sealeg_pd�
Created by Independent Third Party: Yes
Contact Us ;; 2601 Slalr Stone Road, Tallahassee FL 32399 Phone: 850-497-1024
The. State of Florida Is an AA/Erza employer, CoovrIoht 2007-2013 State of Florida: isPrivaer statement % Accessibility, Statement :: Refund Statement
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mall to this entity.. Instead, contact the office by phone or by traditional mall, If you have any questions, please contact 850.487.1395, "Pursuant to Section 455:275(1),
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a
Force ]Engineering & Testing
19530.Rambletroud Drive
Humble, -Texas 77338
F41111e: (281) 540-6603 FAX: (28,1) 5404966
- Website: wwiv.rorceengineeringlLsling.com
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib. Roof Panel over open framing
Florida Product Approval # 2.7402.1. R2.
Florida Building Code 2020
Per Rule 61G20-3
Method:l-D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method:61G20-3.00S(1)(d),
NON HVHZ
Product Manufacturer:
Carport Anywhere
10858 S.E. County Road 221
Starke, Florida 32091
Eneineer. Evaluator:
Johnathan Green, P.E. # 88223
Florida Evaluation ANE'ID: 12901
Validator•
Brian Jaks, P.E: #70159
Contents:
Evaluation Report Pages 1-4
%
�,,����� i46,
�J� DTHIS IEM HAS G TALY SIE G EDAND
SEALED BYJOHNATHAN
GREEN ON THE DATE
s ADJACENT TO THE SEAL:
PRINTED COPIES OF THIS
_= DOCUMENT ARE NOT
�AYtE CIFg o � ` CONSIDERED SIGNED AND
p a� SEALED AND THE
SIGNATURE MUST BE
VERIFIED N ANY
I� � E ECTROM COPIES.
fell 011i1o�
FL# 27402.1 RZ
Force. Engineering &.Testing
19530 Ramble9sood Drive
Humble, Tcxas 77338
Phone: (281) 540-6603 FAX: (281) 540-9966
Websile: ive•e.rorceengine.cringtesling.com
Compliance. Statement:.
The product as described in this report has demonstrated compliance with the
Florida Building Code 2020, Sections 1504.3.2,1504.7.
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 G96 Grade 80
Conforming to Florida Building Code 2020 Section 1507.4.3. Optional paint finish.
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2020, Section 1507.4.3.
Panel Dimension(s):
Thickness: 26 Ga.: 0.018V 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 SD#3 with 14mm neoprene bonded washing or approved equal.
Corrosion Resistance: Per Florida Building Code 2020, 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 2020.
Allowable Design Pressures:
Table "A" 26 Ga. Hampton Rib Roof 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:
51-0" O.C.
4'-0" O.C.
4'-0" O.C.
5'-0" O.C.
4'-0" O.C.
Substrate:
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. IS Ga.
Steel Framing
Min.18 Ga.
Steel Framing
*Design Pressure includes a Safety Factor = 2.0.
o deeaas�, : �oa�
e u DID 89=1 °
o c e Ice _�
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FL# 27402.1 R2
ITEM HAS BEEN
'ALLY SIGNED AND
ED BY JOHNATHAN
'N ON THE DATE
CENT TO THE SEAL.
1 COPIES OF THIS
:NTARE NOT
:-RED SIGNED AND
AND THE
IRE MUST BE
) ON ANY
3NIC COPIES.
-------- --
Force Engineering & Testing 1
" 19530.11ambleivood Drive
Humble,,Tcras 77338
I'bone: (281) 540.6603 FAX: (281) 540-9966
Website: e•e•%v.foi•ccenginecringtcsling.com
Table"B" 29 Ga. Hamoton Rib Roof Panel
Maximum Design Pressure:
-57.3 psf
-zds psf
+39,0 psf
+143.1 psf
FastenerPaftem:
6"-3"-6"-3"-6"-3"-6"
6--3"-6"-3"-6"-3"-6"
Fastener Spacing:,
4'4.O.C..
21-V o.c.
4'-O" o.C.
2'-0" O.C.
*Design Pressure Includes a Safety Factor= 2.0.
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2020, 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 2020, as relates to Rule 611320-3.
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. 667-0060T-18F, 667-0061T-18E
3. Certificate of Independence
ByJohnathan Green, P.E. (No. 88223) @ Force Engineering &Testing
(FBC Organization # ANE ID:12901
Test Standard Equivalency:
1. 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 a quality assurance program audited by an approved
quality assurance entity.
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FIR 27402.1 R2
ITEM HAS BEEN
ALLY SIGNED AND
ED BY JOHNATHAN
:N ON THE DATE
CENT TO THE SEAL.
I COPIES OF THIS
:NT ARE NOT
_RED SIGNED AND
AND THE
IRE MUST BE
) ON ANY
)NIC COPIES.
f Force Engineering.& Testing
W30 Ramblewoml Drive
Humble, Text 77333
Plume: (280 540-6603 FAX: (280 5 0 9966
Website:e•ww:forceengineeringtesling.aom .
Minimum Slope Range:.
Minimum Slope shall comply with Florida Building Code 2026, 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:
Manufacturer's 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 2020 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 2020
Chapter 22 for steel, and Chapter 16.for structural loading.
i6@
0
4 �1.
� o
LLdlr "a'�S a.
FU 27402.1 R2
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BYJOHNATHAN
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
19530 R:miblewood Drive
Humble, Tesati 77338
Phone: (281)540-6603 FAX: (281)540.9966
Websile: ir1,••fv.POrceenginceringlesling.com
26 GA: HAMPTON RIB FASTENER PATTERN 2-1-2-1
12-14 x 3/4' HL7H S03 Y!/. I.1MIA BONDED NEOPRENE VIASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-Y-6'
6" -. . - 3 _ . _ 6. - . _ 3.` . - 6 . - - 3•- - - C J.
`012-14 x 3/= NY:H SD3 W/ 14WA DONDED NEOPRENE WASHER
ITEM HAS BEEN:
ALLY SIGNED AND
ED BYJOHNATHAN
:N ON THE DATE
CENTTO THE SEAL.
I COPIES OF THIS
ENT ARE NOT
=RED SIGNED AND
AND THE
IRE MUST BE
) ON ANY
:)NIC COPIES.
FL# 27402.1 R2