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I"I Product Approval
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"; a . •N FL # FL27403-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-ILL6
bodom@carportsanywhere.cam
Authorized Signature Brandie Odom
bodom@carportsanywhere.com
Technical Representative '
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emali
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 Terrence E. Wolfe
Evaluation Report
Florida License PE-44923
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
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections front the Code
FL27403 R1 COI Letter of Certification.odf
1709.2
Product Approval Method Method 2 Option B
Date Submitted
08/08/Z019
'Date Validated
08/09/2019
Date Pending F8C Approval
05/26/2019
Date Approved
10/15/2019
Date Revised
08/04/20Z0
FIL
Model, Number or. Name
Description.
27403.1
Hampton Rib Wall Panel
Hampton Rib Wall Panel over open Framing
Umits of Use
Installation Instructions
Approved for use In HVHZ: No
FL27403 111 II Hamoton Rib Wail Panel over open
Approved for use outside HVHZ: Yes
framinap f
Impact Resistant: N/A
Verified By:.Terrence E. Wolfe, P.E. 44923
Design, Pressure: +46.9 psf/-57.3 psf.
Created by Independent Third Party: Yes
Other: See Evaluation Report for various Design Pressures.
Evaluation Reports
Install per Manufacturer's Details. Not for use in HVHZ Zones.
FL27403 RI AE Hampton Rib Wall Panel over open
framina;� .
Created by Independent Third Party: Yes
limits of Use. Installation Instructions
Approved for use In HVHZ: No FL27403 Rf If Rest -Lao Wall Panel ILdf
Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, PE. 44923
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +40.0 psf/-37.0 psf Evaluation Reports
Other: t40.G.psf at 4'-0" o.e. -37.0 psf at 4'-0" o.c. Install per si-Lao Wall Panel df
Manufacturer's Details. Not for use In HVHZ Zones. Created by IitdependentThird Party: Yes
9 0
Contactus:: 7601 81air5tone Road Taliahass '�»aa Mang: 050-087--1874
The State of Florida Is an ANEW employer. gMAght2002-2013 State of Florida.:: PrNacv Statement :: AccessiblOW Statement Refund Statement
Under Florida law, email addresses. am public records. If you do not want your a -mall address released In response to a publle-records request do not send eledmnte
mall to this entity. instead, contact the e18ce try phone ar bytradltlonal mall. i(yau have any ff
n's, please cooled 850.487.1395. -Pursuant to Section 455.275(3),
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provided may.he used ror oRidal communlcatlon with the licensee. Howeveremall addressesblic record. If you do not wish to supply a personal address, please
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be made available to the pubda 7o Me If you are a licensee under Chapter455, F.S„ please dick here
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6MY
Force Engineering & Testing.inc.
19530 Rainbrewood Drive
Flumble,TK 77338
Product Evaluation Report
CARPORTS. ANYWHERE
Hampton Rib Wahl Panel dyer dpen framingc
Florida Product Approval # 27403.1 R2
Florida Building Code 2017
Per Rule 61620-3
Method:2-0
Category: Structurai Components
.Subcategory: Structural Wall
Compliance Method: 61G20-3.005(2)(b)
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:1926
Validator .
Brian Jaks; P.E. 970159
Contents
Evaluation Report Pages 1-4
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No. 4,49 r
STATE OF ; a ►
,o ZORIIDODAP'. =4,,
a.or. iE`•• 1 1
ONAL
FL# 27403.1 Rl
August 8, 2019
Force Engiriccring'& Testing Inc.
19530 Ramblewood Drive
Humbl'c,TX 77338
Compliance statement-
The product as described in this report. has demonstrated.compliance with the
Florida Building Code 2017, Sections 1709.2.
Product Description:
Hampton Rib 26 .Ga. and 29 Ga. Steel. Wall Panel, 36" Wide, through fastened
Structural Udall 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 14052.
Panel Dimensfon(s):
Thickness: 26 Ga.: 0.0185.' min. order thickness
29 Ga.:0.0142" min. order thickness,
Width: 36" maximum coverage
Rib Height: F4"maj6r rib at9" O.C.
Panel Roliformer: MRS Metal Roliforming Systems
Panel Fastener.
#12-14 x. %" HWH SDI13 with 14mm neoprene bonded washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017.
Substrate Description:
Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel
framing, or Minimum 18 Ga. (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:
ca V a.'H—Pion
No wall Fand
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
2.2-2-1
Panel Span:
5'-V O.C.
4'-0" O.C.
4'-G- O.C.
5'-T O.C.
4'-0" O.C.
Substrate:
Min.14 Ga.
Min.14 Ga.
Min. IS Ga.
Min. IS Go.
Min.18 Go.
Steel Framing
Steel Framing
Steel Framing
Steel Framing
Steel Framing
FL# 27403.1 R1
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August 8, 2019
Force Engineering &Testing Inc.
1�530 Rainbimood Drivc
Humble,TX 77338
Maximum Design pressure,
-57.3 psf
-150:9 psf
+39.0 psf
+143.1 psf
Fastener Pattern:
Fastenerspacing
4'-V O.C.
2'-0" O.C.
4'-O' O.C.
•
Substrate-
Min.16 Ga.
Stecl Framing
Mtn.16 Ga.
Steel Framing
Min.16 Ga.
Steel Framing
Min.16 Ga.
Steel Framing
Code Compliance:
The product described herein has demonstrated compliance with
The Florida Building Code 2017, Section 1700.2.
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
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. Certificate of Independence
By Terrence E: Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization q ANE ID:1926)
Quality Assurance Entity:
The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.00S (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.
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NO.4441 r
STATE OF
s■rerrssas.+�6`
FL# 17403.1 R1
August 8, 2010
Force Engineering 8c Testing Inc.
19530 Rainb1mood Dsive
Hambkr= 773Ja
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 Cade 2017 for wall cladding
wind [odds. 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 fiis 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 i6 for structural loading:
C E, E•
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STATE OF ;ter
ORI'DA .41�
FL# 27403.1 R1
August 8, 2019
26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
— Q12. 14 z 3/1"FWH S03 VI/ 14M1a BONDED NEOPRENE WISHER
29.GA. HAMPTON RIB FASTENER PATTERN
6. 3. 6•
3+�� 6' 3.
71112-14 K 3/4° HVRf SOS 17/ 14Mfd BONDED NEOPRENE VMSHER
{,CElIE,//I�11z,amc, of �ae�rJltaa
NS
` . No. 44928
'• STATE 0
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August 8, 2019