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FL # FL20484-Rl
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer UNION CORRUGATING COMPANY
Address/Phone/Email 701 S. KING ST.
FAYETTEVILLE, INC 28301
(910) 483-0479 Ext 256
jstieby@ union corrugating. com
Authorized Signature John Stieby
jstieby@unioncorrugating.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Bala Sockalingam
the Evaluation Report
Florida License PE-62240
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 09/07/2027
Validated By Yoosef Lavi, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL20464 R1 COI Certificatelndependence.pdf
Standard
FM 4470
TAS 125
UL 1897
UL 580
Year
2012
2003
2012
2006
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Florida Building Code Online
Page 2 of 3
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
08/23/2017
08/28/2017
09/01/2017
12/12/2017
FL # I Model, Number or Name I Description I
Z0484.1 5V Min 26 ga., 24" wide through fastened panel over 15/32"
thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20484 R1 11 Ev_aluationReportC2175 1.1)df
Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-169 Evaluation Reports
Other: Uplift load of 71.0 psf @ fastener spacing of 24" o.c. FL20484 R1 AE Evaluation Re ortC2175 1, df
& 169.0 psf @ fastener spacing of 6" o.c. Created by Independent Third Party: Yes
20484.2
Advantage-Lok I1
Min 26 ga., 16" wide concealed fastened panel over 7/16"
thick OSB & 15/32" & thick plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20484 R1 II EvaluationRe ortC2175 2. df
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam P.E. 62240
Impact Resistant; N/A
Created by independent Third Party: Yes
Design Pressure: +N/A/-116
Evaluation Reports
Other: Maximum uplift load of 116.0 psf @ seam fastener
FL20484 R1 AF FvaivatianReportC2175, 2.pdf
spacing of 4-5/8" ox. along seam into min. 15/32" thick APA
Created by Independent Third Party: Yes
rated plywood with retainer strap.
20484.3
7deck
Aluminum Advantage-Lok II
Max 16.375" wide, nom 0.032" thick (min.) aluminum
concealed fastener roof panel over min 15/32" thick plywood
or 7/16" thick OSB.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20484 R1 I1 EvaluationReoortC2175 3.pdf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam P.E. 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-93.5
Evaluation Reports
Other: Uplift load of 22.5 psf at fastener spacing of 18.5"
FL20484 R1 AE Evaluation ReoortC2175 3.pdf
o.c. and 86.0 psf at fastener spacing of 4.63" o.c. in 15/32"
Created by Independent Third Party: Yes
plywood or 7/16" OSB. Uplift load of 93.5 psf at fastener
spacing of 4.63" o.c. with structural sealant in 15/32"
plywood.
20484.4
Aluminum SL150
Max 16" wide, nom 0.032" thick (min.) aluminum snap -lock
standing seam metal panel over min 15/32" thick plywood
deck or 7/16" thick OSB
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20484 R1 II EvatuationReportC2175 4.pdf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam P.E. 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-86
Evaluation Reports
Other: Uplift load of 45.0 psf at clip spacing of 24" o.c. and
FL20484 kl AE EvaluationReoortC2175 4.odf
78.5 psf at clip spacing of 6" o.c. in 15/32" plywood or 7/16"
Created by Independent Third Party: Yes
OSB. Uplift load of 86.0 psf at clip spacing of 6" o.c. with
structural sealant in 15/32" plywood.
20484.5
MasterRib
Min 29 ga., 36" wide through fastened panel over 15132"
thick plywood or 7/16" thick OSB
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20484 R1 II EvaluatlonReoortC2175 5.odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam, P.E. 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-124
Evaluation Reports
Other: Uplift load of 56.0 psf @ fastener spacing of 24" o.c.
FLL2 4$4_ R1 AE EvaivationRenortC2175 5.ndf
& 124.0 psf @ fastener spacing of 6" o.c.
Created by Independent Third Party: Yes
20484.6
MasterRib
Min 29 ga., 36" wide through fastened panel over 15/32"
thick plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20484_ R1 Il EvaluatlonRenorl:Q 175 6.ndf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam, P.E. 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-88.5
Evaluation Reports
Other: Uplift load of 56 psf for Fastening System 1. Uplift
FL20434 R1 AE EvaluationReoortC2175 6.pdf
load of 88.5 psf for Fastening System 2.
Created by Independent Third Party: Yes
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Florida Building Code Online
Page 3 of 3
20484.7 ML150 I Max 16.5" wide, min 24 ga. steel standing seam panel over
15/32" thick plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL204i5A R1 II Eva ugtionRe o 2 7.Lidf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam, P.E. 62240
Impact Resistant: N/A
Created by rndependent Third Party: Yes
Design Pressure: +N/A/-124
Evaluation Reports
Other: Maximum uplift load or 124 psf @ clip spacing of 6"
FL20484 R1 AE Evaluation ReportC,'„2175_7_odf
o.c. with 180 seam, self -adhering membrane and fixed clip.
Created by Independent Third Party: Yes
20484.8
PBR or R Panel
Min 26 ga., 36" wide through fastened panel over 15/32"
thick plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20484 RI II Evaluation Re ortC2175 8. df
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam P.E. 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-161.5
Evaluation Reports
Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c.
FL20484 RI AE EvaluationReoortC2175 8,pdf
and 161.5 psf at fastener spacing of 6" o.c.
Created by Independent Third Party: Yes
20484.9 SL175 Max 18" wide, min 24 ga., snap -lock standing seam metal
panel over 15/32" thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20484 R1 fi EyaluationRepprtC2175 9.pdf
Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-93.5 Evaluation Reports
Other: Uplift load of 39.8 psf @ clip spacing of 36" o.c. and FL20484 R1 AE Evaluation Re ortC2175 9. df
78.6 psf @ clip spacing of 8" o.c with felt. Uplift load of 93.5 Created by Independent Third Party: Yes
psf @ clip spacing of 12" o.c. with self -adhering membrane.
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Contact Us :: 260E Blair Stone Road Tallahassee FL 3 399 Phone: $50-487-1824
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EVALUATION REPORT OF
UNION CORRUGATING COMPANY
`26 GA. ADVANTAGE-LOK 11'
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 20484.2-R1
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 Sockaliungam, 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. C2175-2
Date: 8.23.2017
FL 20484.2-R1
C2175-2
8.23.2017
Page 2 of 3
Manufacturer: Union Corrugating Company
Product Name: Advantage-Lok 11 Panel
Panel Description: Max. 16" wide coverage with 1" high ribs
Materials: Minimum 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755).
Deck Description: Min. 7/16" thick OSB or min. 15/32" thick APA rated plywood or
min. 3/4" thick wood plank (min SG of 0.42) for new and existing
constructions. Designed by others and installed as per FBC 2017_
New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
Required for new construction.
Existing Underlayment: One layer of asphalt shingles over one layer of 430 felt. For reroofing
(Optional) construction only.
Slope: 2:12 or greater in accordance with FBC 2017 Section 1507.4.2
Design Uplift Pressure: 30.0 psf @ panel fastener spacing of 13-7/8" o.c. along seam
(Factor of Safety = 2) 63.5 psf @ panel fastener spacing of 9-1/4" o.c. along seam
78.5 psf @ panel fastener spacing of 4-5/8" o.c. along seam
112.5 psf @ scam fastener spacing of 4-5/8" o.c. along seam with
3/16" diameter bead sealant in panel seam
116.0 psf @ scam fastener spacing of 4-5/8" o.c. along seam into min.
15/32" thick APA rated plywood with retainer strap
Panel Attachment: # 10-12 pancake head wood screws along panel seam. Fastener shall
be of sufficient length to penetrate through the deck a minimum of
3/8".
Retainer Strap: 5" wide, 24 ga., 50 ksi strap fastened to deck with 2 rows of #10-12 x
1" long pancake head screws at 12" o.c. spacing and 6" staggered. The
strap is continuous over the entire corner or edge roof zones. Prior to
the panel installation, two rows of 3/8" bead of adhesive are field
applied along the length of the strap.
Seam Sealant: Sikaflex-201 or APS 500 Advance Polymer Sealant. In lieu of
Sikaflex or APS sealant, adhesive/sealant with greater or equal tensile
properties may be used.
Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL 1897-04 `Uplift Tests for Roof Covering
FL 20484.2-R1
C2175-2
8.23.2017
Page 3 of 3
Systems' or TAS 1.25-03 `Standard Requirements for Metal Roofing
Systems'.
Test Equivalency: The test procedures in UL 1897-04 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 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. Refer to current NOA for use of this product in 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 or ASTM E 108/UL790 report
from an accredited laboratory for fire ratings of this product.
Supporting Documents: UL580 & UL1897 Test Reports
PRI Construction Materials Technologies
UCC-006-02-1 Rev 1, Reporting Date 2/10/12
TAS 125 Test Report
Farabaugh Engineering and Testing Inc.
Project No. T302-16, Reporting Date 11/16/16, Revised Date 1/18/17
Project No. T303-16, Reporting Date 11/16/16, Revised Date 1/18/17
Project No. T304-16, Reporting Date 11/16/16, Revised Date 1/18/17
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AOVANTAGELOK 11 PANEL
Y � CUN5uCTANTS IWNUFACTURER
o z cs z BALA SOCKAUNGAM. PH.D., P.E. UNION CORRUGATING CO.
1210 N WISING 74 ASURE C
701 S. KING STREET
f Tub o>< Tc1na FAYETTEViLLE, NC 2$301
PH R 918-492-5992 FAX: 565-M6 1543 910-483-2195
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