HomeMy WebLinkAbout120 liberty way 5-v product approvalEVALUATION REPORT OF
UNION CORRUGATING COMPANY
'26 GA. 5V PANEL 5
S—U
1,1.,ORWA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 7271.2-R4
ROOFING
MET -A -L ROOFING
Union corru-ti ang �:Cmdpan--
701 S. ling St.
Fayetteville, NC 28301
Telephone: (910) 483-0479
Fax: (910) 483-1091
Florida Professional Engineer #62240
1216 N Lansing Ave., Suite C
Lansing
Tulsa, OK 74106
This report consists of
zvaiva'Cion Report `3 Pages including cover-,
Installation Details (I Page)
"Report No. C2174-2
Date- 8.213.2017
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 GaIvalume coated steel (ASTM A792) or painted steel (ASTM
A755).
Deck Description: Min. 15/32" thick APA rated plywood or min. V thick wood plank (min
SG of 0.42) for new 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 1507.4.2
Design Uplift Pressure: 66.3 psf @ fastener spacing of 12" o.c.
(Factor of Safety = 2)
Panel Attachment:
#9-15 or #10-14 x long wood screw with washer. Fastener shah be of
sufficient length to penetrate through the deck a minimum of 3/8".
At panel ends
@ max 6" o.c. across panel width
At intermediate
@ 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.
The test procedures in UL 1897-98 comply with test procedures
prescribed in UL 1897-12.
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 1-10 using a1101xralli, &roc,
design. tae maximum fastener spavin ta,t��
'--• •'. �.• vLVA ll :.
exceeded. This evaluation report is not applicable in Highiai.li Velocity
Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2017 Section 1505 and current
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
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