HomeMy WebLinkAboutPRODUCT APPROVAL, 5VEVALUATION REPORT OF
UNION CORRUGATING COMPANY
`26 GA. 5V PANEL'
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 7271.2-R4
ROOFING
METAL ROOFING
Prepared For:
Union Corrugating Company
701 S. King St.
Fayetteville, NC 28301
Telephone: (910) 483-0479
Fax: (910)483-1091
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer #62240
1216 N Lansing Ave., Suite C
Tulsa., OK 74106
Telephone: (918) 492-5992
FAX: (866) 366-1543
This report consists of
Evaluation Report (3 Pages including cover)
Installation Details (I Page)
Report No. C2174-2
Date: 8.23.2017
FL 7271,2-R4
C2174-2
8.23.2017
Manufacturer: Union Corrugating Company Page 2 of 3
Product Name: 5V Panel
Panel Description: 24" wide coverage with (5) 1/2" high ribs
Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755).
Deck Description: -Min. J 5/32"LWck AP.4,raled p)y1voadOrwin.:4" thkk woodplar� �m n
SG of 0.42) for never and existing constructions. Designed by others and
installed as per FBC 2017.
Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1
Slope: 1/2:12 or greater in accordance with. FBC 2017 Section 1507A-2
Design Uplift Pressure: 66.3 psf @ fastener spacing of 12" ox,
(Factor of Safety = 2)
Panel Attachment:
49-15 or #10-14 x Iong wood screw with washer. Fastener shall be of
At panel ends
sufficient length to penetrate through the deck a minimum of 3/8"
At intermediate
@ max 6" o.c. across panel width
@ max 12" o.c.
across panel width
Test Standards:
Roof assembly tested in accordance with UL580-94 'Uplift Resistance
of Roof Assemblies' & UL1897-98 `Uplift Tests for Roof Covering
Systems'.
Test Equivalency:
The test procedures in UL 580-94 comply with test procedures
prescribed in UL 580-06_
'T)ae test procedures in -u—L 1897-9S comply with test procedures
prescribed in UL I897-12.
Code Compliance:
The product described herein has demonstrated compliance with FBC
2017 Section 1507.4.
Product Limitations:
Design wind loads shall be determined for each project in accordance
with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 20I7 Section
1505 and current
approved roofing materials directory or ASTM E1081UL790 report
from an accredited Iaboratory for fire ratings of this product.
Supporting Documents: UL580/UL1897 Test Report
Farabaugh Engineering and Testing Inc.
Project No. T187-06, Reporting Date 7/25/06
FL 7271.2-R4
C2174-2
8.23.2017
Page 3 of 3
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