HomeMy WebLinkAboutProduct Approval; Structural Wall Components2/4/2021 Florida Building Code Online
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Product pproval MeW > trodyt .tr or Airplication Search > APRI tin i�t > Application Detail
FL # FL6702-R6
Application Type Revision
Code Version 2020
Application Status j Approved
i
Comments
Archived
Product Manufacturer Carolina Carports,inc.
Address/Phone/Email 187 Cardinal Ridge Trail
Dobson, NC 27017
(336) 367-6400
FLva lidation @ya hoo.com
Authorized Signature
I
I
Technical Representative-
Address/Phone/ Email
I
Quality Assurance Repres Intative
Address/Phone/Email
Category
Subcategory
Compliance Method
Tim Gammons
tim.ga@carolinacarports.com
Structural Components
Structural Wall
Publications Contact Us BCIS Site Map Links Search
J/o3 bi'6 y�
APPROVED
FILE COPY
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Flardcopy Received
Florida Engineer or Architect Name who developed the lohnathan 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 laks, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
I
Referenced Standard•and Year (of Standard)
Equivalence. of Product Standards
Certified By
Sections from the Code
I
Product Approval Method
FL6702 R6 COI Letter of Certification- Carolina Carports 2020 sealed.pdf
1709.2
Method 2 Option B
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtpl oPjb8uS3h8swa5aoOIFNyJOLmrC 1 p8%3d 112
2/4/2021
Florida Building Code Online
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
09/14/2020
10/06/2020
10/19/2020
12/15/2020
FL # i Model, Number or Name Description
_ M__.__....._...._ _..._..._....... .... ....... ..,,.:.___.....,,.,.............._._._....._..
6702.1 I AG Panel 26 Ga, AG Wall Panel over open framing
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 i AG Panel
Limits of Use
Approved for use in HVHZ: No
Approved,foruse outside HVHZ: Yes
t' -' ''+Imgacf Resistant: N/A
4 •1 i% DesigriYPre`'`sur-e: +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.
'6702.3y..'.:...'.:..................._.__..._.._.__......_._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.
Installation Instructions
FL67- 02Rf„ II_FL6ZQ2jr1fi, a AG Wall Panel sc,alr::,�JwL
Verified By: lohnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL6702 R6 AE FL6702.1 26 Ga. AG Wall Panel sealed,pd
Created by Independent Third Party: Yes
29 Ga, AG Wall Panel over open framing
Installation Instructions
FL6702 R6 II FL67022 29 Ga AG Structural Wall Panel NON
HVHZ sealed.pdj
Verified By: lohnathan E Green, P.E. 86223
Created by Independent Third Party: Yes
Evaluation Reports
FL6702 R6 AE FL6702.2 29 Ga. AG Structural_ Wall Panel NON.
HVHZ sealed.pdf
Created by Independent Third Party: Yes
26 Ga. Dutch Lap Wall Panel over open framing
Installation Instructions
FL6702 R6 11 FL6Z02 3 Dutch Lap Metal WajLEdnel NON
HVHZ sealgd.pdj
Verified By: lohnathan E Green, RE. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL6702 R6 AE FL6702.3 Dutch LaD_Metal Wall Panel -NON
HVHZ sealed.Ddf
Created by Independent Third Party: Yes
29 Ga. Dutch Lap Wall Panel over open framing
Installation Instructions
FL6702 R6 lI FL6702.4 Dutch Lap Metal Wall Panel non
hvhz sealed.pdf
Verified By: lohnathan 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
Contact Us :: 2601 alair Stone Road, Tallahassee FL 32399 Phone: 850-4 7-1824
The State of Florida Is an AA/EEO employer. g2py. ight 2007-2013 State of Florida.:: Privacy Statement :: Accessibility. Statement :: Refu
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 850.07.1395. '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:
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Safe
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtploPjb8uS3h8swa5aoOIFNyJOLmrClp8%3d 2/2
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Product Evaluation Report
CAROLINA CARPORTS, INC.
26 Ga. AG Wall Panel over Open gaming
Florida Product Approval # 6702.1 R6
Florida Building Code 2020
Per Rule 61G20-3
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:
lohnathan Green, P.E. #88223
Florida Evaluation ANE ID: 12901
Validator:
Brian Jaks P.E. #70159
Contents:
Evaluation Report Pages 1— 4
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L ME �' S 4 m� a
01
SEP 112020 4 rei IIM
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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
Force Engineering & Testing
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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: %" 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/gins. 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
1 Framing
Min. 14 Ga. Steel
I Framing
Min. 18 Ga.
I Steel Framing
Min. 18 Ga.
I Steel Framing
"Design Pressure includes a Safety Factor = 2.0.
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S E P 11 2020�`��°����
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
I9530It.unbiemlod Drite
I1timble, Texas 77.138
i'iWWn f281r5.10-1160 FAX'. 12811t440-9966
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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 1592-05 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.
I i
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a o o
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AZ
SEP 11 2020
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
Force Engineering & `Festing
05311 Iiallible soo11 Dill,
1111171111(% Y e.mes 7733S
!'11ru1e: (28; a 5410 4413 FAX: 11`411 540.996a6
W (J)ql V: 5( (s w, fi,a (s(scnt i r1t eri 1Ys;tc3i i rr-xi kin
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter16 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 8�'Vi,,� 10 g�� %
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JAHNATHAN
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
Force Engineering & Testing
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'I E S EN R7- U=L Aims
MIN. 16 GA. (GRADE SO) STEEL HAT CMANNEL rRAMING
OR MIN. 14 GA. (GRADE SO)', STEEL TUBE rA MING
(SEE TABLE A FUR SPACING);
012-14 x 3/4' IWIN S0#3 W/ 5/8" (16mm) DIAMETER SEALING WASHER
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SEP 112020 IZI�j P
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.
FL# 6702.1 x6