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FL # FL27402-R1
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Carports Anywhere
Address/Phone/Email 10858 S.E. County Road 221
Starke, FL
(352)468-1116
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 Terrence E. Wolfe
the Evaluation Report
Florida License PE -44923
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
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL27402 R1 COI Letter of Certification.odf
Standard Year
ASTM E 1592 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
10/15/2019
bummary or rroaucts
FL # Model, Number or Name
27402.1 Hampton Rib Roof Panel
Limits of Use
Approved for use in HVHZ: 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
Description
Hampton Rib Roof Panel over Open Framing
Installation Instructions
FL27402 R1 II Hampton Rib Roof Panel over open
framino.pdf
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL27402 R1 AE Hampton Rib Roof Panel over open
framino.pdf
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: 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 mail. If you have any questions, please contact 850.487.1395. *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 emails 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 be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
Credit Card
Safe
Force Engineering & Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Roof Panel over open framing
Florida Product Approval # 27402.1 R1
Florida Building Code 2017
Per Rule 61G20-3
Method: 1—D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61G20 -3.005(1)(d)
NON HVHZ
Product Manufacturer:
Carport Anywhere
10858 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID: 1920
Validator:
Brian Jaks, P.E. #70159
Contents:
Evaluation Report Pages 1-4
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FL# 27402.1 R1 August 8, 2019
Force Engineering & Testing Inc.
19530 Ramblewood 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 or ASTM A653 G90 Grade 50
29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 80
Conforming to Florida Building Code 2017 Section 1507.4.3. Optional paint finish.
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2017, Section 1507.4.3.
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 SD#3 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 Ga. (Grade 50) Steel framing. See Table A & B for steel
gauge. Framing must be designed in accordance w/ Florida Building Code 2017.
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:
5'-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. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
*Design Pressure includes a Safety Factor = 2.0.
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FL# 27402.1 R1
August 8, 2019
Force Entgineering & Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Table "B" 29 Ga. Hampton Rib Roof 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"-3"-6"-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. 16 Ga.
Steel Framing
Min. 16 Ga.
Steel Framing
Min. 16 Ga.
Steel Framing
Min. 16 Ga.
Steel Framing
*Design Pressure includes a Safety Factor = 2.0.
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2017, 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 2017, 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
■ 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
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
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FL# 27402.1 R1
August 8, 2019
Force Engineering & Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
manufacturing under a 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 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 2017 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 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
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FL# 27402.1 R1
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26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
x{12-14 x 3/4' HWH S03 W/ 14MM BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6"
6" 3" r.. 3.. 6..
� #12-14 x 3/4" HWH SD3 W/ 14MM BONDED NEOPRENE WASHER
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