HomeMy WebLinkAboutProduct Approval; Structural Wall Components2/1/2018 Florida Building Cale Online
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Product AayrDyai Menu > ProdUd or AvDlita
lion Sear<n > A-tlDllSa ttOn-list > Application Detail
Application Type
revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer Carolina Carports,Tnc.
Address/Phone/Email 187 Cardinal Ridge Trail
Dobson, NC 27017
(336) 367-6400
FLvalidation@yahoo.com
Authorized Signature robert cope
jason.c@carolinacarports.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category t Sty t tutalhComp�nent
Subcategory Strueturai 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 Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 03/14/2027 r
Validated 8y Brian Jaks, P.E.
v: Validation Checidist - Har
y91 G�
�QD k®
?.
Certificate of independence L r i� ertn 0'WP■ ,.4
Referenced Standard and Year (of Standard) • Vc1EC_®�
13O
Equivalence of Product Standards C4d
Certified By
Sections from the Code C� c
1709.2 O�i
Product Approval Method Method 2 Option 8
Date Submitted 08/15/2017
Date Validated 08/17/2017
Date Pending FBC Approval 08/21/2017
Date Approved 10/10/2017
https:IAAmwforidabt ilding.org/pr/pr ppp d.aspx?param=yrGEVXQvtDgoloPjbBuS3tts►%05aoOlFgogXWnt3aLYa/o3d 112
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2/1/2018 Florida Building Cale Online
Of
FL # Model, Number or Name Description
6702.1 AG Panel 26 Ga. AG Wall Panel over open framing
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL6702 R5 11 26 Ga, AG Wall Panel - Secured gdf
Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, PE. 44923
Impact Resistant: N/A Created by Independent, Third Patty: Yes
Design Pressure: +57.3 psf/-62.5 psf Evaluation Reports
Other, See Evaluation Report for various design pressures. Install FL6702 R5 Ae 26 Ga. AG Wall Panel - Secured.adf
per manufacturer's details. Not for use in HVHZ Zones, Created by Independent Third Party., Yes
6702.2
AG Panel
29 Q. AG Wall Panel over open framing
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL6702 its II 29 Q. AG Structural Wall Panel NON HVHZ -
Secured.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Terrence E, Wolfe, P.E. 44923
Design Pressure: +41.6 PSF/-57.3 PSF
Created by Independent Third Party: Yes
Other: See Evaluation Report for various design pressures. Install
Evaluation Reports
per manufacturer's details. Not for use in HVHZ Zones.
FL6702 R5 AE 29 Ga. AG Structural Wail PAnel NON HVHZ -
&0jLd,-ff
Created by Independent Third Party: Yes
6702.3
Dutch Lap Panel^
26 Ga. Dutch
Lap Wail Panel over open frafring
Limits of Use
Installation
Instructions
Approved for use In HVHZ: No
16702
R5 II Dutch Lao Metal Wall Panel NON HVHZ -
Secured,bdf
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
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
per rnanufacturef s details. Not for use in HVHZ zones.
FL6702 R5 AE Dutch Lap Metal Wall Panel NON HVHZ -
��cured.�idf
Created lby Independent Third Party: Yes
6702.4 Dutch Lap Panel 29 Ga. Witch Lap Wall Panel over open framing
Limits of Use Installattiion Instructions
Approved for use in HVHZ: No FLO R5 II Dutch Lao Metal Wall Panel non hvhz Secur A mod€
Approved for use outside HVHZ: Yes Verified By: Terrence E, Wolfe, P.E. 44923
Impact Resistant: N/A Created by independent Third Party: Yes
Design Pressure: +35.1 psf/-35.5 psf Evaluation Reports
Other: See Evaluation Report for various design pressures. Install FL6702 R5 AE Dutch Lan Metal Wall Panel non hvhz secured,Ddf
per manufacturers details. Not for use in HVHZ zones. Created1by Independent Third Party: Yes
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Contact. Us:: 2601 81a1r Stone Road. Tallahassee FU32399 Phone:, 850.487-1824
The State of Florida Is an AA/EEO employer. Capy,laht 2007-2013 Stale of Florida.:: P tlIva Statement:: Accessibility Statement :: Refund Statement
Under Florida law,. email addresses are public records. If you do not want youre•mail addtess 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 yov have any questions, please contact 850AS7.1395. *Pursuant to
section 455.275(l), Florida Statutes, effective October 1, 2D12, licensees, licensed underChapter455, F.S. must provide the Department Wth an email address If
they have one. The smalls provided may be used for official communication Wth the licensee, llovgivor email addresses are public recard. If you do not Wsh to
supply a personal address, please provide the Department Lath an email address Witch can be made available to the public. To determine if you are a licensee
under Cho pler455, F:S., please Vick here .
Product ApprovatAccepls:
hN—Nma
Credit Card I
sale
212
rRorce7B-o5glriccring Testing Inc.
19530 Ransblcwaod Drive
F rumble,TX 77338
Product Evaluation Report
CAROLINA CARPORTS, INC.
26 Ga. AG Wall Panel over open framing
Florida Product Approval # 6702.1 R5
Florida Building Code 2017
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:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID:1920
Validator:
Brian Jaks P.E. #701513
Contents:
Evaluation Report Pages 1— 4
o �C.
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STATE OF 'a
z0RIID4'.'���•
ssw DA
i26,i�
m
FLY 6702.1 Its
August t 6, 2017
voice k?tl hlee Jing & Testitig fitc.
19530 11ambletvand Dtise
FIumblerl"X 77338
Compliance Statement:
The product as described In this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1709.2.
Product Description:
A(3 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
2017 Section 1405.2.
Yield Strength: Min. 80.0 ksi
Panel Di nenslon(s):
Thickness: 0.0185" min. ord,J thickness
Width: 36" maximum coverage
Rib Height: YV major rib at 9" O.C.
Panel Rollformer: MRS Metal Roliforming Systems
Panel Fastener:
i
#12-14 x YV HWH SIM with 5/8" (1 mm) diameter sealing washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017.
I
Substrate Description:
Minimum 14 Ga: (Grade50) Steel tubie framing or Minimum 18 Ga. (Grade 50)
Steel fiat channel purlins/girts. See Table A for steel gauge. Framing must be
designed in accordance w/ Florida Bt llding Code 2017.
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'-0111 O.C.
5'-0" O.C.
4'-0" O.C.
Min.14 Ga.
Min.18 Ga. Steel
Min.14 Ga. Steel
Min.18 Ga.
Min. IS Ga.
Substrate:
Steel Framing
Framing
Frarping
Steel Framing
Steel Framing
*Design Pressure Includes a Safety Factor = 2.0.
`0.i11s 1 I I1,14j,
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�STATEOF
O R 110-
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"fills It
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F" 6702.1 RS
August: 16, 2017
'%
Force Engineering & Testing inc.
0530 Ramblewood Drive
Humble;M 77338
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2017, Section 1709.2.
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 159z-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 Terrence E. Wolfe, P.E. (No.44923) @ Force Engineering & Testing, Inc.
(FBC Organization # ANE ID:1920)
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 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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STATE OF44
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?�Iry
awurmb
FL# 6702.1 R5 August 16, 201'7
once Eti itieerin &: Testitig Inc
19530112mbtewood Drive
Ylumble,TX 77.138
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2017 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 referehce In his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover. Support framing must be incompliance with Florida Building Code 2017
Chapter 22 forsteel, and Chapter 16 for structural loading.
C E. V. f ' 0*14, i
. STATE OF ' •�
4,14
sauarr ��� E' O R I
ieiis��
FL# 6702.1 R5
August 16, 2017
PANEL FASTENER 2-1-2-1 PATTERN
OR MIN. 14 OA. (GRADE 60) STEEL TUBE FRAUNC
(SEE TABLE A FOR SPACMO)
0112-14 x 3/4• WiH S013 Y!/ 6/8" (16mm) DUPER SEAUNQ WASIO
6�R5178 • h • ;�
a No.44923 • a
p --0 STATE OF
ORA
Mtt114��4
August 1.6, 2017
i
Force E1l&rineesing & Testing I1 C.
19530 Ramblewood Drive
i €um sle,TX 77338
Product Evaluation Reporit
CAROLINA CARPORTS, INC.
26 Ga. AG Walt Panel over opeln framing
Florida Product Approval # 6 ®2.2 R5
Florida Building Code 2017
Per Rule 61G20-3
Method: 2 —B
Category: Structural Components
Subcategory: Structural Wall
Compliance Method: 61G20-3.005(2)(b)
NON HVHZ I
Product Manufacturer:
Carolina Carports, Inc.
187 Cardinal Ridge Trail
Dobson, NC 27017
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID:1920
I
Validator: j
Brian Jaks P.E.1170159
Contents: I
Evaluation Report Pages 1.-4
' 0
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' No..44D
^+' STATE OF ; a
0 Oki
fum
FL# 6702.1 R5
A gust .16, 2017
17orcc Engineering & Tcstinf; Inc.
19530 Rarntilmood Drive
Hunlble,'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: 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
2017 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 Roliformer: MRS Metal Roliforming Systems
Panel Fastener: 012-14 x %" HWH 5DI13 with 5/8" (16mm) diameter sealing washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017,
Substrate Description: Minimum 14 Go. (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 2017.
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" OX,
4'-0'O.C.
4'-0" O.C.
51-0"O.C.
4'4' 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.
% % 'Its
C Ei
STATE OF 'cK
srw AA.
txisf, ����5 • ., G"j ,,1
pun+ �'�
FL# 6702.1 its
A.ttgtist 16, 2Q17
i
F ;ce En ineerinff & Testing Inc.
19"o Ramblewood Drive
i iumblej% 77338
Code Compliance:
The product described herein has demonstrated compliance with
The Florida Building Code 2017, Section 1709.2.
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 systen�Iis by uniform static air pressure difference
Reference Data:
1. ASTM E 1592.05 Test
Force Engineering & Testing, Inc. (FBC Organization fi TST-5328)
Report No.183-0063T-16A-E
2. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 4h923) @ Force Engineering & Testing, Inc.
(FBC Organization #f ANE ID: 192 )
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 BuildingICode 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 recomme i ded 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'Ithe scope of this report.
,,�3{1E.
!1lltf/�J
441
'• No.44s� r
f� 'y t Aj .✓
STATE OF ; y; -omm
FIX 6702.1 R5 August 16, 2017
Force Engineering & Testing Inc.
IMO Rainbiewood iDtive
Hnmble,TIC 77.118
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2017 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 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
t
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r� r P1o.44t •� i�-. _.i
N
��• STATE OF
0 , e� •�
�it
r�oc+ . �.L O R 1 � g► 4r i`�
ism �ti s% ' ' .... • ��t�1
FL#f 6702.1 R5
August 16, 2017
i
PANE! FASTENER 2-i-2-1 PATTERN
OR MIN, 14 GA. (GRADE 50) STEEL TUBE FRAUNO
(SEE TABLE A FOR SPACING)
012-14 x a/a• In s013 w/ 6/e' (16mm) DWAETER SEAUNQ WISHER
6 001F1ard0 EN .'Q`,•'CS' �'•�•A00
6 �•
�rtsne No.44923
'C)% STATE OF
•.Ip.•k
tel1{liili
August 16, 2017
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