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413/2018 Fladda Building Code Online
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4. FL6702-115
Application Type Revision SCANNED
Code Version 2017 SCANNED
Application Status Approved BY
;Comments St Lucie County
Archived
Product Manufacturer Carolina Carports,inc.
Address/phone/ERtall 187 Cardinal. Ridge Trail
Dobson, NC 27017
(336) 367-6400
FLvalidatlon@yahao.cdm
Authorized Signature robert cape
jaso n.c@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 Terrence-E. Waif e.
the Evaluation Report
Florida License PE-44923
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 03/14/2027
validated By Brian Saks, PE.
Valldation Checkllst = Hardeopy Received .
Certlticate of Independence FL6702 RS COI Letter of CerNncation.adf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections fromihe-Code
1709.2
Product Approval Method Method2 Optfon.B
ht'ps:/A �vtioridabuiiding.org/pr/pr app dU.aspk?param=wGEVXQwtDgtploPjb8u$3hBswa5aoOlFgegRWnt3atY%3d
1!2
4i312018
Florida Building Code Online
Date Submitted
06/15/2017
Date Validated
08/17/2017
Date. Pending FBC Approval
08/21/2017
Date Approved
10/10/2017
Summary of Products
FL#
Modeli.fill or Name
Description.
6702.1.
A6 Panel
Z6 Ga. AG. Wall Panel over. open framing
Lim"its of Use
Installation Instructions
Approved for use.in HVHZ.- No
FL6702R5 U- 26 Ga, AG Wall Panel - Secured:Ddf
.Approved for use outside HVHZ- ,Yes,
Verified By: Terrence E. Wolfe, PE. 44923
Impact Resistant: N/A
Created, tyIndependent7hird Party: Yes ,
Design Pressure: +57.3psf/-625 psf
Evaluation Reports
Other: See Evaluation Report for various design pressures.
Ff��n7 oS 'AF 7s r a AG Well Pa- dg secured pAE
install per manufacturer's details. Not fur use In HVHZ Zones.
Created by Independent Third Party: Yes
6702.2
AG Panel
29 Ga. AG Wall Panel over open framing
-Limits of use
Installation Instructions
Approved for use in HVHZ; No
FL6702 R5 R 29 Ga, AG Structural Wall Panel NUN HVHZ -
Secured,pcl
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
Other: See Evaluation Report farvarlous design pressures:
Install per manufacturer's details: Not for use In HVHZ Zones.
Created by independent Third Party: Yes
Eiratuation Reports.
FL6702 R5 AE 29 Ga_ AG Structural wall Panel NON HVHZ -
5ecured:Ddf
Created by, Independent Third Party: Yes.
6702,3 Dutch,Lap Panel " 26, Ga. Dutch Lap Wall Panel over open franiing
Limits of Use Installation Instructions
`.Approved for use in HVHZ:.Nq FL6702 RS.1I Dutch Lap Metal Wall Panel NON HVHZ -
Approved for use outside HVHZ: Yes Secured.odf
Impact Resistant: N/A Verifled`By: Terrence E. Wolfe, P.E..44923 .
Design Pressure: +24.4 psf/-26.0 psf Created by IndependentThlyd Party: Yes
Other- See Evaluation Report rorvarious design pressures. Evaluation Reports
Install permanufacturers details. Not for use in HVHZ zones.. 'FL6702 RS AE Dutch Lao Metal Wall Panel NON HVHZ -
Secured.odf
Created.by independent Third Party: Yes
6702.4 Dutch Lap ,Panel 29 Ga. Dutch Lap Wall Panel over open framing,
-Limits of Use Installation Instructions
Approved for use in HVHZ: No FL6702 R5 it Dutch Lan Metal Will Panel non fivia
Approved for use outside HVHZ: Yes seaired.p ff
Impact Resistant: N/A Verified By,: Terrence E.. Wolfe, P.E. 44923
Design Pressure: +35.1 psf/-35.5 psf Created by Independent Third Party: Yes
Other: See Evaluation Report for.various.design pressures. Evaluation Reports.
Install per mangfacture�s details. Not for use In HVHZ Zones, fL6702 RS AE Dutch Lao Metal Wall panel non hvhz
secured:adf
Created by Independent Third Party: Yes
contact W ;; 1601 Blair stone Road. Thllahasree Ft. 31399 Phone: 850.497,1824
Thc'State orF(rrdd5 is an AAAEED employar. Ca yState of Florrda.:: PAvacV Statement ;;'AceasslbieN Statement :: Perund Statement
Under Florida law, email addresses aro public records. Ifyou do notwantyour a -mall address Meamd In�msponse to a pubne•rccards request, do notsend dectronie
mail to this entity• instead, contactthe omen by phone, or by tmdldonal mall. It -you have any quesuaw. please contact aso.4s7.139s.-Pursuant to section
4SS.275(1), Florida Statutes, cIfedive0etober I. Z012, licensees licensed under Chaptar4SS, F.S. must provide the Department with an email address If they have
one. The emalls provided may be used faralndal communication with the licensee. However email addresses ale pubitereconl. If you do notwtsh to supply a personal
address, please provide the Depanmentwtthen email address which can be made available to the public. To determine If you ore; licensee under Chapter 455, Rs,
please dick he--.
product Approval Acceptse
Credit Card
�eeSaffe�e
hopsllvvmk0oridabuilding:orgipdpr app d0.aspx7param=wGl-_VXQwtDqlobPjbBuS3heswaSaoOlFgeq)CWnt3atY%3d W2
Force Engineeil7lp & Testing Inc.
19530 R=bicmad Dmre
Humb]c,TX 77333
Peaduct Evaluation. Report
CAROLINA CARPORTS, INC.
26 Ga. AG Wall Panel over open framing .
Florida Product Approval # 6702.1 R5
Florida Building Code Z017
Per Rule 61G203
Method: 2—B
Category: Structural Components
Subcategory: Structural Wall
Compliance Method: 61GZ0.3.00S(Z)(b)
NON HVHZ
Product Manufacturer.
Caralina Carports, Inc.
187 Cardinal Ridge Trail
Dobson, NC 27017
Engineer Evaluator:
Terrence E. Wolfe, P.E. It 44923
Florida Evaluation ANE 0:1920
Validator:
Brian 1a&s P.E. 070159
Contents -
Eva luation Report Pages 1-4
o ,
\/ o • ' STATE OF
vxM
FL# 6702.1 R5
August 16, 2017
Force Engincermg & Testing Inc.
19530 itnatblewood Drive
Humble,TX77336-
ComplianceStaternent:
The product as described in this report has demonstrated compliance with.the
Florida Building Code 2017, Sections I.709.2.
Product Description:
AG Wall Panel, 26 Ga. 51:00, 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 14135.2.
Yield Strength: Min. 80.0 ksi
Panel Dirilension(s):
Thickness: 0.0AS" min. order thickness .
Width: 36" maximum coverage.
Rib Height: VV major rib at9" O.C.
Panel Roliformer: MRS Metal Roilforming Systems
Panel Fastener:
.i 11-14 x V.." HWH Sb#3 with Sle (16mm) diameter sealing washing or approved
equal.
Corrosion Resistance: Per Florida Building"Code 2017.
Substrate Description:
Minimum 14 Ga. (Grade SO) Steel tube framing or Minimum 18 Ga..(Grade 50)
Steel hat channel purlins/guts. See Table A forsteel gauge. Framing must be
designed in accordance w/ Florida Building Cade 2017.
Allowable Design Pressures:
Maximum Design Pressure:.
S9.9 psf
-62:S PSI`
- -83.3 psf
+46.9 gist
+57,3 pif
Panel fastener Pattern:
2-1 Z-1 .
Z-1-2-1
2-12-1
Z-1-24
2.14_1
Panel Span:
Sw O.0
4'-W O.C.
4'-O° O.C.
S'.6^ O.C.
4'-tr O.C.
Substrate:.
Mtn.14 Ga.
Steel Framing
Min.13 Ga. Steel
Framing
Mtn.14 Ga. Steel.
Framing
Min.18 Go.
Steel Framing
Min. Is Go..
Steel Framing
-uuiga rressure moles a zaiety racwr = c.u.
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QQ'y1 CENSF.S��
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' STATE OF
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ONAL
R* 6702.1 R5
August 16, 2017
Code.Compliance:
E4aluation. Report Scope:
i
Performance Standards:
Reference Data:
Test Standard Equivalency:
Quality Assurance Entity:
Installation:
Insulation:
Panel Fire Classification:
Shear Diaphragm:
FL# 6702.1 RS
Force IlEngincenng & Testing Inc.
1953D I&unbletvoa.17
136inbl ;TX 77338
The product described herein has demonstrated compliance wltK
The Florida Building Code 2017; Section 1709.2:
The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Buiiding,Code 2617, as relates to'Rule 61620-3.
The product described herein has demonstrated compliance with:
■ ASTM E 1592-05(2012) Test method for structural performance of sheet
metabroof and siding systems by_uniformstatic air pressure difference
1 ASTM E 1592-05 Test
Force Engineering & Testing, Inc. (FBC Organizatian N TST-5328)
Report No. 183-0063T 16A-li
2. Certletcate(ofIndependence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc
Inc Organization N ANE 10:1920)
The ASTM E 1592-OS,test standard is equivalent to the ASTM E 1592-05 (2912)
teststandard.
The manufacturer has established compliance of wall panel products in
accordance with the Florida Building Code and Rule 61G20,3.005 (3) for
manufacturingmder a quality assurance program audited by an approved
quality assurance entity.
Install per manufacturer's recommended details.
Manufacturer's approved product (Optional)
Fire classification is not part of this acceptance_
Shear. diaphragm values are outside the scope of this report
�' �:`4{ CeNSF<.h*e .
STATr:OF
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August 16, 2017
Force Engineering &Testing Inc.
19530 Rssmblmaod Drive
Humble,TX77338
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
altowable pressure listed above. The design professional shall select the
appropdafe.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 carnpliance with Florida Building Cade 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
CEiiSF���'
�� No.444� ��� • EJ
STATE OF q
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Sw•drhir• '�j FS • • . 1t'��
o�rm �'�iS10NAL• ��G���
�r'rrrr�rtitsr�
FL# 6702.1 A5
August 16, 2017
PANEL FASTENER 2-1-2-1 PATTERN
OR61U4 14 GA.t (ORAOE).50))SSTEEL THAT UBE 1E�WW(;IAHC `•ff12-14 K 3 /q- KVIR.50#3 rl/ 6/e• (16mm) OWAETQi SEWNG WASHER
(SEE TABLE A FOR SPACRIG)
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C.OA y �/ i • V� � S� fi o;
NO.44923
�o STATE OF
•• •4 0 R 1 . �•�
ormn•'
August 16, 2017