HomeMy WebLinkAboutEVALUATION REPORT - STRUCTURAL WALLV�Forcc Engaacen-rYg & Tes6ag Inc.
19539 R=btewoadDrive
IivmbYg;TC-T7338
Product Evaluation Report
CAROLINA,CARPORTS, INC
26 Ga. AC all Panel over open framingr
Florida Product Approval # 6102.1 ItS
Florida Building Code Z.017
Per Rule d6203
Method: i -9
Category: Structural Components
subcategory: structuraf Wall
ComplianceMdhod: 616Z6-3.005(2l(b)
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Product Manufacturer:
Carolina Carports, Inc.
187 Cardinal Ridge Trail
®obson, NC Z7017
Eneineec Evaluator:
Terrence E. Wolfe, P.E. 9 44923
Florida Evaluation ANE IM 2920
Validator:
Brian laks P.E. €#70159
Contents:.
Evaluation Report Pages 1-4
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Force Engineeii.ng Es Testing Iac.
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Compliance Statement;
The product as described in. this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1709.2_
PraductDeseription:
AGWail Panel, 26 Ga. Steel; N' Wide, through fastened, structural Mall panel.
Structural -Application.
Panel Material/Standards.
Material. 26 Ga. Steel panel material`shail comply with Florida Building Cade
2017 Section 1405.2.
Yield Strength; Min: 80.0 ksi
PanelDimension(sj:
Thickness. 0.0185" min. order thickness
Width: 36F maximum coverage.
Rib Height. Y." major rib at 9" D.C.
PanelRollf6tinem MRS.Metal RoilformingSystems
Panel Fastener.
912-14 x! HWH SD#3 with 518" (16mm) diameter sealing washing drapproved
equal.
Corrosion Resistance: Per Florida Building Code 2017.
Substrate Description:
Minimum 14 Ga. (Grade 50).Steel tube framing or Minimum 18 Ga. (Grade SO)
Steel hat channel purfins/girts, See Table A for steel gauge: Framing must be
designed. in accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Tahty 'Q"
Maximum Deslin Pressure:
-59.9 psf
-62.5 psf
-83.3 psf
+46.9 psf;
+57.3 psf
Panel Fastener Pattern:
2-1-2-1
2-12-1
2-1-2-1
2-14.1
2-1-24
Panel Span:
51-W O.C.
4'-V Q.E.
4'-0' O.C. -
5'-0* O.C.
4'4" O.C.
Substrate.
Mtn.14 Ga.
Steel Framing
MIn.19 Ga. Steel
framing
Min. Ga.. Steel
Framing
Min.18 Ga:
Steel Fram!4
Min. Is Gm
steel Framing
-umfgrr t-ressure mamesa Salery kaciar = z.m
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FE # 6702.1 RS August 16, 2017
rorce Eragirteering tic Testing Inc.
19530 EtaronbtcwaodDxhm
Huinb1c TX 77338
Code Compliance: The product describedhereinEms demonstrated compliance with
The Florida Building We Zon, Section f7o9.2.
Evaluation Report Scope: The product evaluation is limited to compliance with tize structural wind load
requirements of the Florida Building Code: 2017, as relates -to Ride 61620-3.
Performance Standards: The product described herein has demonstrated compliance with:
■ ASTM E 1592-05(2(112) Test method for structural performance of sheet
metal root and siding systems by uniform static air pressure difference.
Reference Data:
1. ASTM E 159Z-0s Test
Force Engineering,& Testing, Inc. (FBC ilrganiaatici t # TSi o28)
Report 00.183-0063T T %E.
2. Certiticaf a of Independence
By Terrence E. Mile, PZ (Ma.44923) @ Force Engineering &.Testing; Mr-
(FBC Urganfaatfdn # ANE 10.1920)
Test Standard Equivalency:
The ASTM EE 1592-OS test standard is equivalentto the ASTM E 1592-05 (2012)
test standard.
Quality Assurance Entity:
The manufacturer has established cbmpliance of wall panel products in
accordance with the Florida Building Code and Rule. 6iO20.3.005 (3) for
manufacturfng under a quaffty 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 ihisacceptance..
Shear Diaphragm:
Shear diaphragm values are outside the scope of this report.
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Design Procedures Based on the dlmensfons of the structure, appropriate wind toads are
determined using Chapter 16 of the Fforida Building Code 2017 for wall cladding.
wind loads. These component wind loads for wall cladding are compared to the
allowable pressure listed above. The desfgn 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.Supportframingmust be in compliance with Florida Building Code 2017
Chapter22 forsteel, and Chapter 16 far structural Loading. -
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PANEL FASTENER 2-1-2=1 PATTERN
MIN, to 1 A. (CRAW
W �eL eAT. cIS-; t. MfWP MNG #12-14 a 3/41 WiN SvBa Y1/ 5/b (t6m n% =4-4ita sE i to wa.-M
OR MINI. 14 GA: (G(UOF 50j, S5EE4 TUBe FIW{(N_li
(SEE TMEE A FOR SPACM)
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PANEL FASTENER 2-1-2=1 PATTERN
MIN, to 1 A. (CRAW
W �eL eAT. cIS-; t. MfWP MNG #12-14 a 3/41 WiN SvBa Y1/ 5/b (t6m n% =4-4ita sE i to wa.-M
OR MINI. 14 GA: (G(UOF 50j, S5EE4 TUBe FIW{(N_li
(SEE TMEE A FOR SPACM)
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August 16, 2017