HomeMy WebLinkAboutEVALUATION REPORT - STRUCTURAL WALLFoice Engineering 8c Testing Inc.
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Product.Eyaluation Report,
CAROLINA CARPORTS, INC.
26 Go. AG Walf Panel olree open frarr#M y
Florida -Product Approval'# 6702.1 RS
Florida Building Code Z017
Per Rule 61G20-3
Method: 2 -6
Category: Structural Components .
Subcatego .rye Structural Wall.
Compliance Method: 61G20-3.00%Z)(b)
NON HVHZ
Product Manufacturer:
Carolina Carports; Inc.
187 Cardinal Ridge Trail
Dobson, NC 27017
Engineer Evaluator:
Terrence E. Wolfe, P.E."1#44923,
Florida Evaluation ANE 10:1920
Validator•
Brian lairs P.E. 410159
Contents:.
Evaluation Report Pages, 1-4
d • STATE OF : a
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EL# 6702.1 R5,
August 16, 2017
Force Engineering & Testing Inc:
• 19530 Runbiewood Drive -
Huinble TX 77338%
Compliance Statement:
The product as described In this reporthas demonstrated compliance ;with the:
Florida Building Cade 2017, Sections 17U9.2:
Product0escription:
AG Wall Panel, 26'Ga. Steel,86" Wide; through fastened structural wall panel:
Structura(Applicatioh.
Panel Material/Standards:
Material: 26 Ga. Steel, panel "material shall comply with Florida Building Code
2617 Section 140S.2:
YM&Strengthi 'Min. 80.01isi
Panel Dimens-ion(s):'
Thickness: .. 0.0185" min. order thicltriess
'Width: 36" maximum coverage
Rib Height: %" major rib at 9" O.C.
Panel Ro' mer: 'MRS'Metal Rolifotming Systems'
Panel Fastener:
#12-14 x V," HW,H SC1#3 with 5/8" (16mm) diameter sealing washing or approved
equal.
'Corrosiori Resistance: Per Florida Building Code 2017.
Substrate Descriptiom
Minimurn 14 Ga..(Grade 50) Steel tubeffaining or Minimum 18 Ga. (Grade Sop
Steel' hat channel purlins/girls, See Table A for steel gauge. Framing must bei
deslgtied'in aceordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Maximum Design Pressure:
-513.9 psf
62S psf
' -83.3 psi
+46.9 psf,
+57.3 psf.
Panel FasienerPattern: '
'2-1-2-1
2-1-2-1
2-1-2-1.
2=1-23
'2-1-2-1
Panel Span:
5'-0" O.C.
4'-0" O.C.
4'-0" O.C.
51•0" O.C.
4'-0" O.C.
Substrate:
Min:14 Ga.
Steel Framing
Min. 18 Ga. Steel
.:Framing
Min.14 Ga. Steel
Framing
Min. IS Ga.
Steel Framing
Min;18Ga.
Steel Framing
-uesign Pressure Includes a 5aretyFactor= 2.a.
Fi # 6702:1 Rs
STATE OF ,•a
August 16, 2017
i
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Force Engine' ' 'g & Testing Inc.,
19530 i1"blewogd Drivc
Hucmble= 77338,
Gode Compliance:.
The product described herein has demonstrated compliance with
The Florida Building Code 2017, Section.1709.2.. • .
'Evaluation Report Scope:
Ttieproduct.ebaluadon 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
metafroof and siding systems by uniform staticair pressure differerice
Reference Data:
1. ASTM E•1592-057est
Force Engineering &Testing; Inc. (FBC Organization #.TST-5328)
Report No.183-0063T:16A-E
Z. Certficate'of Independence.
By Terrence E. Wolfe, P.E.,(No.44923) @Force Engineering&Testing; inc
(FBCOrganization#_ANE ID;1920)
TestStandard Equivalency:
The ASTM E 1592-65 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 Cade 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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FL# 6702.1 R5 . August 16, 2017
Force Engineering & Testing Iiic.
19S30 Runb1cwood Dcivc
Humble l7t 77338 .
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2017 far wall cladding
wind loads. These componerit wind loads for wall cladding are compared_ tp:the .
allowable pressure listed above. The design- professional shall select the
appropriate erection details to-eeference' in his drawings for proper fastener
attachment tahis structure and analyze the panel'fasteners for pullout and
pullove-r.:Support framing must be incompliance with Floilda,Building Code 2017.
Chapter 22 for -steel, and Chapter 16 foe structural loading..
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