HomeMy WebLinkAboutProduct Approval; Structural Wall2/4/202-1 Florida Building Code Online
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Product Approval tArru > 'LrotlMtc or AR{lUcatlon Seiirch > A plies ion lyy > Application Detail
Est i FL # FL6702-R6
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Carolina Carports,Inc.
Address/Phone/Email 187 Cardinal Ridge Trail
Dobson, NC 27017
(336)367-6400
FLvalidation@yahoo.com
Authorized Signature Tim Gammons
tim.ga@carolinacarports.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
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 )ohnathan E. Green, P.E.
Evaluation Report
Florida License
PE-88223
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
03/14/2027
Validated By
Brian Jaks, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL6702 R6 COI Letter of Certification- Carolina Carports 2020 sealed.odf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
Product Approval Method Method 2 Option B
https://www,floridabuilding.org/prlpr_app dtl.aspx?param=wGEVXQwtDgtploPjb8uS3h8swa5aoOIFNyJOLmrClp8%3d 1/2
2/4/2021
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Products
Florida Building Code Online
09/14/2020
10/06/2020
10/19/2020
12/15/2020
FL # Model, Number or Name
6702.1 i AG Panel
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +57.3 psf/-62.5 psf
Other: See Evaluation Report for various design pressures.
Install per manufacturer's details. Not for use in HVHZ Zones.
6702.2 1 AG Panel
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +41.6 PSF/-57.3 PSF
Other: See Evaluation Report for various design pressures.
Install per manufacturer's details, Not for use in HVHZ Zones.
6702.3 ( Dutch Lap Panel
._._----- ........__....... .................. ____._-._.___.._...._...
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +24.4 psf/-26.0 psf
Other: See Evaluation Report for various design pressures.
Install per manufacturer's details. Not for use in HVHZ zones.
6702.4 1 Dutch Lap Panel
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +35.1 psf/-35.5 psf
Other: See Evaluation Report for various design pressures.
Install per manufacturer's details. Not for use In HVHZ zones.
Description
-_____-._._.._ _.---....... _......................_......................... _._.....
26 Ga. AG Wall Panel over open framing
Installation Instructions
FL6702 R6 II FL67Q2,,1,_26 Ga, �AC� 1%1,311 Panel scale0_jL4f
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL6702 R6 AE FL6702.1 26 Ga AG Wall Panel sealed.pdf
Created by Independent Third Party: Yes
29 Ga. AG Wall Panel over open framing
Installation Instructions
FL6702 R6 II FL6702.2 2, Ga. AG Structural Wall Panel NON
HVHZ sealed.p� I
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes I
Evaluation Reports I
FI.6702 R6 AE FL6702,2 29 Ga. _AGStructural Wall Panel NON f
HVHZ sealed.pdf
Created by Independent Third Party: Yes
.._ ............ _............... .... ..... .........._....,........... ... ,,. .............. _....
I— .......... ....... .._.------- __..-_. ................
26 Ga. Dutch Lap Wail Panel over open framing
Installation Instructions
FL6702 R6 11 FL6702 3 Dutch La f e Wg11 Panel NUN
HVHZ sealed,pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL6702 R6 AE FL67QZ.1 Dutch ap Metal Wall Panel NQIV
.HVHZ sealed.pdf
Created by Independent Third Party: Yes
29 Ga. Dutch Lap Wall Panel over open framing
Installation Instructions
FL6702 R6 II FL6702.4 Dutch Lao Metal Wall Panel non
hvhz sea ed.pdf
Verified By: Iohnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL6702 R6 AE FL6702.4 Dutch Lap Metal Wall Panel non
hvhz sealed.pdf
Created by Independent Third Party: Yes
Main
Contact Us :: 2601 Blair Stone Road,, Tallahassee FL 32399 Phone: 050-487-1824
The State of Florida is an AA/EEO employer. Cogy.Light 2007-2013 State of Florida.:: Nv y Statement :: Accessibility. Statement :: Refund Stateme
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
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact. 850.437.1395. "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:
IE KI WN E 01
Credit Card
Safe
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Product Evaluation Report
CAROLINA CARPORTS, INC.
26 Ga. AG Wall Panel over Open Framing
Florida Product Approval # 6702.1 R6
Florida Building Code 2020
Per Rule 611320-3
Method: 2 —B
Category: Structural Components
Subcategory: Structural Wall
Compliance Method: 61G20-3.005(2)(b)
NON HVHZ
Product Manufacturer:
Carolina Carports, Inc.
187 Cardinal Ridge Trail
Dobson, NC 27017
Engineer Evaluator:
Johnathan Green, P.E. #88223
Florida Evaluation ANE ID: 12901
Validator:
Brian Jaks P.E. #70159
Contents:
Evaluation Report Pages 1— 4
A . P
C
SEP 11 2020 NA
(
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.
FL# 6702.1 R6
;F.
Fol-ce E11(fineering & `Cesti11�
195,10 It:unblcu,,oQ 11r1tc
111111kblr.Te.X1Js 77338
1111(mr: (281)S.M)-6603 FAX: Q8115110-9966
Alch"ilr:narl.forcrrnl;invcringtcstiiigxom
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2020, Section 1709.2.
Product Description: AG Wall Panel, 26 Ga. Steel, 36" Wide, through fastened structural wall panel.
Structural Application.
Panel Material/Standards: Material: 26 Ga. Steel, panel material shall comply with Florida Building Code
2020 Section 1405.2.
Yield Strength: Min. 80.0 ksi
Panel Dimension(s): Thickness: 0.0185" min. order thickness
Width: 36" maximum coverage
Rib Height: Y4" major rib at 9" O.C.
Panel Rollformer: MRS Metal Rollforming Systems
Panel Fastener: #12-14 x %" HWH SD#3 with 5/8" (16mm) diameter sealing washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2020.
Substrate Description: Minimum 14 Ga. (Grade 50) Steel tube framing or Minimum 18 Ga. (Grade 50)
Steel hat channel purlins/girts. See Table A for steel gauge. Framing must be
designed in accordance w/ Florida Building Code 2020,
Allowable Design Pressures:
Table "A"
Maximum Design Pressure:
-59.9 psf
-62.5 psf
-83.3 psf
+46.9 psf
+57.3 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. 18 Ga. Steel
Framing
Min. 14 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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SEP 11 2020 ��A 41%
IS ITEM HAS BEEN
'ITALLY SIGNED AND
AILED BY JOHNATHAN
EEN ON THE DATE
JACENT TO THE SEAL.
INED COPIES OF THIS
,CUMENT ARE NOT
,NSIDERED SIGNED AND
ALED AND THE
'NATURE MUST BE
RIFIED ON ANY
CTRONIC COPIES.
FL# 6702.1 R6
l+'ol-ce l!;ngineering & Testing
19 30 ltanlblvmmid Drive
IIIIrrIUl(-. Tcsa% 77338
14101u^, t281) 4,10d603 FAX. 11811540.9966
1\f7b�lf1': wwli orvVejII;IIIveri11"Ir"liII cunt
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2020, Section 1709.2.
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 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-OS Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 183-0063T-16A-E
2. Certificate of Independence
By Johnathan Green, P.E. (No. 88223) @ Force Engineering & Testing
(FBC Organization # AN ID: 12901)
Test Standard Equivalency: The ASTM E 1592-05 test standard is equivalent to the ASTM E 1592-05 (2012)
test standard.
Quality Assurance Entity: The manufacturer has established compliance of wall 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.
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.
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SEP 112020 �� AL
610101
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,
FL# 6702.1 R6
F
Force Enginverin- & 'Felting
19530 Ramblovood Dri%%,
humble, Texar 77 %3*t
1111101 e: (281) 5411-I 643 FAN., 128I t ?41I.99 6
\lebviU•: �cn,y.forcccut;imxrin;;tc�lin:;.cum
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2020 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
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.
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SEP 112020 ®�'®�Q AL �����
1101111%
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.
FL# 6702.1 R6
0
Force Engineering &'Fesfing
19531110mhlewtiod Dncc
Ihimble. Tcx11s 773,19
Phrute:
144rbvikri ti�u•�+.FllrCC6'IiafIlPCr(II„te�tin;y.cunl
-PAN-FI, FASTEMER 2-U= PATTERN
OR MIN. 14 CA. (GRADE 50) STEEL TUBE FWAING
(SEE TABLE A FOR SPACING)
P12-14 K 3/4` H0A1 SOP3 W/ 5/8" (16mm) DW.IVER SEALING WASHER
�Kmal
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eamme
SEP 11 2020 �4 �%�\AN
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.
FI.# 6702.1 R6