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D - FL # FL9555-R3
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
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Address/Phone/Email
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Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
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Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
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Validated By
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Referenced Standard and Year (of Standard)
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Sections from the Code
0
UNION CORRUGATING COMPANY
701 S. KING ST.
FAYETTEVILLE, NC 28301
(910) 483-0479 Ext 256
jstleby@unioncorugating.com
John Stieby
jstleby@unioncorrugating.com
Structural Components
Roof Deck
Evaluation Report from a Florida Registered Architect or a Licen
Professional Engineer
2 Evaluation Report - Hardcopy Received
Bala Sockalingam
PE-62240
Keystone Certifications, Inc.
12/31/2020
Yoosef Lavi, P.E.
® Validation Checklist - Hardcopy Received
FL9555 R3 COI CertificateIndeoendence.odf
Standard
Year
ASTM E1592
2001
FM 4470
1992
UL 580
1994
Florida Licensed Professional Engineer or Architect
FL9555 R3 Eeuiv TestEauivalent C1999 3T7.odf
FL9555 R3 Eouiv TestEauivalent C1999 8.ndf
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Florida Building Code Or` --
Page 2 of 3
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
03/23/2015
03/24/2015
03/29/2015
06/23/2015
Summary of Products
FL # _
Model, Number or Name
Description
�3555.1
SV Panel
29 ga., 24" wide, throT gh fastened panel over woad
Limits of Use
s
Installation Instructions
Approved for use in HVHZ: No
FL9555 R3 II EvaluationReoortC1999 3.0
Verified By: Bala Sockalingam PE 62240
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-70.25
Evaluation Reports
Other: Uplift load of 70.25 psf @ support spacing of 24" o.c.
FL9555 R3 AE EvaluationReoortC1999 3 odf
Created by Independent Third Party: Yes
9555.2
MasterRib Panel
26 ga., 36" wide, through fastened panel over steel
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL9555 R3 II EvaluationReoortC1999 4 odf
Verified By: Bala Sockalingam PE 62240
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-47.2
Evaluation Reports
Other: Uplift load of 47.2 psf @ support spacing of 60" o.c.
FL9555 R3 AE EvaluationReoortC1999 4.odf
FL9555 R3 AE LSC1999 4.odf
Created by Independent Third Party: Yes
9555.3
MasterRib Panel
29 ga., 36" wide, through fastened panel over steel
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL9555 R3 Ii EvaluationReoortC1999 5.odf
Verified By: Bala Sockalingam PE 62240
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +27.1/-37.7
Evaluation Reports
Other: Design load of 27.1 & -37.7 psf at support spacing of
FL9555 R3 AE EvaluationReoortC1999 5 odf
FL9555 R3 AE LSC1999 5 odf
48" o.c.
Created by Independent Third Party: Yes
9555.4
MasterRib Panel
29 ga., 36" wide, through fastened panel over woad
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL9555 R3 II EvaluationReportC1999 6 odf
Verified By: Bala Sockalingam PE 62240
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +27.1/-36.2
Evaluation Reports
Other: Design load of 27.1 & -36.2 psf at support spacing of
FL9555 R3 AE EvaluationReportC1999 6 odf
FL9555 R3 AE LSC1999 6.odf
48" o.c.
Created by Independent Third Party: Yes
9555.5
MasterRib Panel
29 ga., 36" wide, through fastened panel over nom.
wood supports
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL9555 R3 II EvaluationReoortC1999 7.odf
Verified By: Bala Sockalingam PE 62240
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-138.9
Evaluation Reports
Other: Uplift load of 138.9 psf @ support spacing of 24" o.c.
FL9555 R3 AE EvaluationReoortC1999 7 odf
Created by Independent Third Party: Yes
9555.6
PER Panel
26 ga., 36" wide, through fastened panel over steel
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL9555 R3 II EvaluationReoortC1999 8 odf
Verified By: Bala Sockalingam PE 62240
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-52.5
Evaluation Reports
Other: Uplift load of 52.5 psf @ support spacing of 60.187" o.c.
FL9555 R3 AE EvaluationReportC1999 8 odf
Created by Independent Third Party: Yes
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EVALUATION REPORT OF
UNION CORRUGATING COMPANY
`29 GA. 5V PANEL'
OVER WOOD SUPPORTS
FLORIDA BUILDING CODE 5Tn EDITION (2014)
FLORIDA PRODUCT APPROVAL
FL 9555.1-R3
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 Sockalingacn, Ph.D.,P.E.
Florida Professional Engineer 462240
1216 N Lansing Ave., Suite C
Tulsa, OK 74106
Telephone: (918) 492-5992
FAX: (866) 366-1543
This report consists of
Evaluation Report (2 Pages including cover)
Installation Details (1 Page)
T� Z.LAO •. #
m: No 6
Report No. C1999-3
Date: 3.20.2015
FL 9555.1-R3
C1999-3
3.20.2015
Page 2 of 2
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. V x 4" (min) lumber (Southern Yellow Pine Untreated)
(Must be designed by others)
Slope: 1/2:12 or greater in accordance with FBC 2014 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: 49-15 or #10-14 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'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2014 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2014 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 2014 Section 1505 and current
approved roofing materials directory for fire ratings of this product.
Supporting Documents: ASTM E1592 Test Report
Farabaugh Engineering and Testing Inc
Project No. T246-06, Revised Reporting Date 1lM06_
FM 4470 Test Report
ENCON Technology Inc
C1583-3, Reporting Date 7/24/08
12'
FASTENER PATTERN
SUPPORT SPACING = 24" O.C.
ALLOWABLE UPLIFT PRESSURE = 70.25
24'
5V Panel Profile
Minimum 29 Gauge, Minimum Yield = 80 KSI
PSF
NOM. 1" X 4" (MIN)
SYP UNTREATED
(DESIGN BY OTHERS)
1/ 2�T
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Sheet Nt
t Florida Building Code Ou"
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