HomeMy WebLinkAboutEVALUATION REPORTFILE COPY Sc BY
St Lurie County
EVALUATION REPORT OF
UNION CORRUGATING COMPANY
'29 GA. 5V PANEL''
OVER WOOD SUPPORTS
RECEIVED
JUL 16 2018
FLORIDA BUILDING CODE 6TII EDITION (20
7T. Lucie County, Permitting
FLORIDA PRODUCT APPROVAL
FL 9555.1-R4
STRUCTURAL COMPONENTS
ROOF DECK
Prepared For:
Union Corrugating Company
P. O. Box 229
Fayetteville, NC 28302
Telephone: (910) 483-0479
Fax: (910) 483-8897
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 (1 Page)
Report No. C2172-1
Date: 8.20.2017
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FL 9555.1-R4
C2172-1
8.20.2017
Page 2 of 3
Manufacturer: Union Corrugating Company
Product Name: 5V Panel
Panel Description: 24" wide coverage with (5) 1/2" high ribs
Materials: Minimum 29 ga., 80 ksi steel. Galvanized coated steel (ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755).
Support Description: Nom. 1" x 4" (min) lumber (Southern Yellow Pine Untreated)
(Must be designed by others)
Slope: 1/2:12 or greater in' accordance with FBC 2017 Section 1507.4.2
Design Uplift Pressure: 70.25 psf @ fastener spacing of 24" o.c.
(Factor of Safety = 2) (3 or more spans)
Panel Attachment: #9-15 or 410-14 x 1-1/2" long wood screws with washer
At panel ends @ 12" o.c. across panel width
At intermediate @ 12" o.c. across panel width
Test Standards: Roof assembly tested in accordance with ASTM E1592-01 `Test
Method for Structural Performance of Sheet Metal Roof and Siding
Systems by Uniform Static Air Pressure Difference' and FM 4470
Section 5.5 `Resistance to Foot Traffic'.
Test Equivalency: The test procedure in ASTM E1592-01 comply with test procedure
prescribed in ASTM E1592-05(2012).
The test procedure in FM 4470 (1992) comply with test procedure
prescribed in FM 4470 (2012).
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 support spacing listed herein shall not be
exceeded. The design uplift pressure for reduced support spacing may
be computed using rational analysis prepared by a Florida Professional
Engineer. This product is not approved for use in the High 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 for fire ratings of this product.
FL 9555.1-R4
C2172-1
8.20.2017
Page 3 of 3
Supporting Documents: ASTM E1592 Test Report
Farabaugh Engineering and Testing Inc
Project No. T246-06, Revised Reporting Date 11/7/06
FM 4470 Test Report
ENCON Technology Inc
C1583-3, Reporting Date 7/24/08
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