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Product Aoprovai Menu > Product or Aopilddon Seacd» AWkjuan Ust> Applfgtfon Oatall. RECEIVED
;.•ar . y Fl- FL27402-RL
. Application.Type Revision NOV 112020
Code Version 2017
Application Status Approved Permitting Department
St. Lucie County
Comments
Archived
Product Manufacturer carpoitsAnywhere
Address/Phone/Email 10858 S..E. County Road 221 REVIEWED FOR
Starke, FL
bodom carpo6 ��DE, com LIANCE
bodom@carportsanywhe o �a
ST'. LUCIE COUNTY
Authorized Signature Brendle Odom ®
bodom@carportsanywhere.com ®®V C
Technical Representative
Address/Phone/Email
Quality Assurance'Representative
Address/Phone/Email FILE
Category Structural Components m" y
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 Terrence E. Wolfe
Evaluation Report
Florida License PE-44923
Quality Assurance Entity PRI Construction Materials Technologles, LLC
Quality Assurance Contract Expiration Date. 06/23/2023
Validated By Brian Saks, P.E.
Validation Checklist Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL27402 R1 COI Letter of Certification.pdf
Standard Year
ASTM E 1992 2005
FM 4471 1992
Product Approval Method Method 1 Option D
Date Submitted
08/08/2019
Date Validated
08/09/2019
Date Pending FBC Approval
08/26/2019
Date Approved
10AS/2019
Contact U :: 2601 Wall; Stone Road, Tallahassee FL 32399 phone: 850.07-1824
The State or Florida Is an AA/EEO employer. Coovrloht 2007-2013 State of Florida.:: Privacy Statement :: Accossiblllty StatemenC :: Refund Statement
Under Florida law, email addresses are public records. If you do not want youre=mall address released In response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mail, If you have arty questions,please contact 850AB7.1395. -Pursuant to Section 455.275(1);
- Florida Statutes, effective October 1, 2012, licensees licensed under Chapter'455, F.S. must provide the Department with an email address If they have one. The email%
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please.
provide the Department with an email address which can he made available to the public. To determine If you are a licensee under Chapter459, F.S., please dick hqre .
Prod_ uct Approval Accepts:
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Credit Card
Safe
Force Engineering & Testing. Inc.
19530 Ramblmood Drive
Humbl ,77C 77338
Product Evaluation deport
CARPORTSANYWHERE
Hampton Rib R®of Pdnel over open firaao ing_
Florida Product Approval # 27402.1 R1
Florida Building Cade 2017
Per Rule 61G20-3
Method: l —D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 616203.005(1)(d)
NON HVHZ
Product Manufacturer:
Carport Anywhere
108S8 S.E. County Road 221
Starke, Florida32091
Engineer Evaluator:
Terrence E. Wolfe, P.E. 944973
Florida Evaluation ANE IM 1926
Validator:
Brian Jaks, P.E. 4701S9
Contents'
Evaluation Report. Pages 1-4
CENSs4e i.
No. 40e
b' SrAYE OF
OR 11)
FL# 27402.1 RI August 8, 2019
UForce Engineciing & Testing Inc.. . U
19530 Rdmblewood Drive
Humble,TX 77338
Compliance Statement:
The product as.described in this report has demonstrated compliance with the
Florida Building Code 2017, 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 orASTM A653 690 Grade 50
29 Ga. Steel, ASTM A792 or ASiM A653 690 Grade 80
Conforming to Florida Building Code 2017 'Section 1507.4.3. Optional paint finish.
Corrosion Resistance: Panel Material shall comply with.Fiorids Building Code
2017, Section 1507.4.3.
Panel Dirdension(s)i
Thickness: 26 Ga.:0.0185" min. order thickness
29 Ga.:0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height: VVmajor rib at9"O.0
Panel Rollformem MRS Metal Roliforming Systems
Panel Fastener:
912-14.x °Y." HWH SDg3 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 Go. (Grade SO) Steel framing: See Table A & B for steel
gauge. Framing must be designed in accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
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'-0" O.C.
4'-0" O.C..
4'-01 ox.
5'-01 O.C;
4'-V O.C.
Substrate:
Min.14 Ga.
Steel Framing
Min.14 Go.
Steel Framing
Min.18 Ga..
Steel Framing
Min.19 Ga.
Steel Framing
Min. Is Ga.
Steel Framing
ve5%n rreSSUTe mquoes a Safety Factor= 2.U.
{111rl4rfl,
i
C E NSF.
` No. 48Z9
STATE OFID
p► 44`��
ORAL 10
FL# 27402.1 Rl
August 8,- 2019
a
Porce.Engineering& Testing Inc. .
19530 Rmnblewood Drive
Humble,'TX 77338
Maximum Design Pressure:
-57.3 psf
-150.9 psf
+39.0 psf
+143.1 psf
Fastener Fattem:
6"4"-6"-3" 6"-3"-6"
6"-3"-6"-3 6"3" fl'
. 6"-3" 6"-3"-6"-3" 6"
6"4"4`4.'0-3`-6"
FastenerSpacing:
4' 0 O.G..
Y 0" O.G
4'-0" O.C.
2'-0" O.G
Substrate:
MIn.16 Ga.
Steel Framing
Min.16 Ga.,
Steel Framing
Min.16 Ga:
Steel Framing
Min.16.G;
Steel framing
- .+car�rcamc mciuues a aa:ery raaor=e.v. _ ' , . ,
Code Compliance:.. The product described herein has demonstrated compliance with
The Florida Building Code 2017, Sectian'1504.33,1564.7.
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 61G203.
Performance Standards: The product described herein has demonstrated compliance with:
■ ASTNI E 1592-05 (1012) Test method for structural performance of
sheet metal roof and sfding,systems by uniform static air pressure
difference
■ FM 4471-92 -Foot Traffic Resistance Test
Reference Data: 1. .ASTIVI E 1592-05 (201Z) Test
Force Engineering & Testing, Inc. (FBCOrganization # 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
By Terrence E. Wolfe, P:E: '(No.44923) @ Force Engineering & Testing, Inc.
(FBC Organization# 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
FL# 27402.1 R1
41 'If
STATE OF J
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August 8, 2019
rForceEntgineering &:Tcs�ting Inc.
19530 RimblewooAve
Humbtc,77C 77338
manufacturing under quality assurance program audited by an approved -
quality assurance. entity.
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 manufacturers recommended details.
Insulation:
Manufacturers approved product (Optional).
.Roof Panel Fire Class cation:
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 ofthe structure, appropriate wind loads are.
determined using.Chapter 16 of the Florida Building Code 2617 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 Cad .e2017
Chapter 22 forsteel, and Chapter.16 for structural loading.
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FL# 27402.1 Rl
August S, 2019
26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
12-14 x 3/4- HWH 503 V//'14PAM.80NOE0 NEOPRENE V/ASf1LR
29'Gk. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6"
6 3.. R. 3. 6. 3• r. 3"
}� c
/112-14 x 3/4" HWH S03 W/ 14MM. OONOEO NEOPRENE WASHER
6IM of FloddO
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