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Product Approval
USER:Public user RECEIVED
. � Prcxhict Approval Wnu>Product or Application Search'>Armiicanon U >Application Detail JUN 0 2021
S r R20484-R2
>rt Permitting Department
Application Type Revision St, Lucie County,
Code Version 2020
Application Status Approved
:Comments D
Archlved /7
Product Manufacturer UNION CORRUGATING COMPANY OAD C ® p®
Address/Phone/Email 701 S.KING ST. .,
FAYETTEVILLE,NC 28301 �IJC® ®�
(910)813-2432 Ae c ��
rblake@unioncorrugating.cor I
N
Authorized Signature Randy Blake VC C
rblake @uh ioncorrugating,com
Technical Representative
Address/Phone/Email �ls
Quality Assurance Representative L®��
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from'a Florida Registered.Architect.or a Licensed
Florida Professional Engineer
f , Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Baia Sockalingam
the Evaluation Report
Florida license PE-62240
Quality Assurance Entity Keystone'Certirications,Inc.
Quality Assurance Contract Expiration Date 09/07/2027
Validated By Yoosef Lavi,P.E.
W Validation Checklist-Hardcopy Received
'. Certificate of Independence FL20484''R2 COI Certificatelndeoendetice:rid f
Referenced Standard and Year(of-Standard) Standard Year
FM 4470 2016
TAS 125 2003
UL1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
https:/Iwww.floridabuilding.org/pr/pr app_dtl.aspx?param=%vGEVXQwtDgsJ9a49YAgXJ... 1/12/2021
Florida Building Code Online '' Page 2 of 3
Product Approval Method Method 1 Option D
Date Submitted 16/10/2020
Date Validated 10/12/2620
Date Pending FBC Approval 10/22/2020
Date Approved 12/16/2020
- t
Summary of Products
FL#, Model,Number or.Name. Description
20484.1 5V' Min 26 ga.,24"wide throughfastened panel over'15/32"
thick'plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:-No FL20484 R2'I1 Eva luationReportC2401 .I.pdf
Approved for-use outside HVHZ:Yes Verified Byi Bala Sockalingam,`P.E.62240
Impact Resistant:-N/A Created by Independent Third Party:-Yes _
Design Pressure:+N/A/-1"69 Evaluation Reports
Other:Uplift load of 71.0'psf @:fastener spacing of 24":6c. FL20484 R2`AE EvaluationRen6rtC2401 1.pdf
&169.0_psf @ fastener'spacing of 6"o.c. Created by Independent Third Party:Yes
20484.2 Advantage=Lok II Min 26 ga:;16"wide concealed.fa6tened.panel.over.7/16"
thick OSB&45/32"&thick plywood.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20484 R2 II`Eva luationReportC240I 2.odf
Approved for'use outside-HVHZ:'Yes. Verified By:Bala Sockalingam P.E.62240
Impact Resistant:N/A Created by IndependentThird•Party:Yes
Design Pressure:.+N/A/-131.5 Evaluation Reports
Other:Maximum uplift load of 131.5 psf.@ seam fastener FL20484 R2 AE Evaluat!6nReoortC2.401 2.rdf
spacing-of 4-518"o.c.along seam into min.15132"thick APA . .Created by Independent Third Party:Yes
rated plywood with retainer strap.
20484.3 Aluminum Advantage-Lok.II Max 16.375"wide;nom 0.032"thick,(min:)-alumIhum
concealed Fastener roof 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 R2 11-EvaluationReoortC2401 3.ndf.
Approved for use outside HVHZ:Yes Verified By:Baia 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 R2 AE EvaluationReaorEC240t 3.ndf
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 adhesive 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.R2 II Eva lua_tiongeaortC240I 4,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/-86 Evaluation Reports
Other:Uplift load of 45.0 psf at clip spacing of 24"o.c.and FL26484 112"AE EvaluationReportC2401 4.bdf
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
adhesive in 15/32"plywood.
20484.5 MasterRib Min 29 ga.,36"wide through fastened panel over 15/32"
thick plywopd'or 7/16"thick OSB
Limits of Use Installation instructions
Approved for use in HVHZ:No FL20484 R2 1I.EvaluationReoorQ401 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. FL20484 R2'AE Eva hiationReportC2401 S.pdf,
lk 124.0 psf @fastener spacing of 6''o.c. Created by Independent Third Party:Yes,
20484.6` MasterRib Min 29 g6.,.36"wide through fastened pariel.over 15/32"
thick plywood
Limits of Use Installation Instructions
Approved for'use in HVHZ:No FO-0484 R2-II EvaluationReo6rtQ22401 6.1idf
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/788.5 Evaluation Reports
Other:Uplift load of 56 psf for Fastening System 1.Uplift FL20484`R2 AE EvaluationR6ortC2401 6.odf
load of 88.5 psf for,Fastening System 2. Created by.Independent Third Party:Yes
https://www.floridabuilding.org/pr/pr=app_dtl:aspx?param=wGEVXQwtDcisJOa49YAgxj... 1/12/2021
Florida Building Code-Online i Page 3 of 3
. J
20484.7 ML150 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 FL20484 R'2 11 EvaluationReportC2401 7.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:.Maximum uplift load of 124 psf @ clip spacing of 6" FL20484 R2 AE Evalu6ti6nRenoi2C2401 7:odf
D.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 R2 II Eva luationRerwtC2401 8.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/-161.5' Evaluation Reports
Other:Uplift load of 30.0 psf.at fastener spacing of 48"o.c. FL20484 R2 AE Eva IuationRenoaC2401 8:6df
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 R2 II Eva luationRepprtC2401 9.edf
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 of39.8 psf @ clip spacing of 36"D.C.and FL20484 R2 AE EvaluationR.eDortC2401 9(12df
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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Contatt Us::2601 Blair Stone Road.Tallahassee FL32399 Phone:850-487-1824
The State of Florida is an AA/EEO empioyer.Coovdntit 2007-2013 State of Flodda.::Privacy.Statement::Accessibility Statement::Refund Statement
.Under Florida law,email addresses are public records.If you.do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.-Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275
(1),Mrida Statutes,effective October 1,2012,'licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have.one.The
emails provided may be used for official communication tvlth the licensee.However email addresses are,public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please
click here.
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hops://www.floridabuilding.org/pr/pr app_dtl.aspx?paratn=wGEVXQwtDq J9a49YA9XJ:.. 11/12/2021.
'EVALUATION REPORT OF
UNION'CORRUGATING COMPANY
`26 GA.ADVANTAGE-LOK II'
FLORIDA BUILDING CODE 7Tx EDITXON(2020)
FLORIDA PRODUCT APPROVAL
FL 20484.2-R2
ROOFING
METAL ROOFING
Prepared For:
Union Corrugating Company
701 S. Ding St.
'Fayetteville,NC 28501
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, OIL 74106
Telephone: (918)492-5992
FAX: (866)366-1543
This report consists of
Evaluation Report(3 Pages including cover)
Installation Details (1 Page) ,g:`'coo GKAL'/,�,G,�:
�a 62249 •��
Report No. C2401-2 ro`• C OF
Date: 16.10.2020 STAB
���, . 0 1 •
• lG. tC'�. 202...0
FL 20484.2-R2
C2401-2
10.10.2020
Page 2 of 3
Manufacturer: Union Corrugating Company
Product Name: Advantage-Lok II 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). Corrosion resistant as per FBC 2020 Section 1507.4.3.
Deck Description: Min. 7/16" thick OSB or min. 15/32" thick APA rated plywood or
min. W thick wood plank" '(min SG of 0.42) for new and existing
constructions.:Designed by others and installed as per FBC 2020.
New Underlayment: Minimum underlayment as per FBC 2020 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: 1/2:12 or greater in accordance with FBC 2020 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 2:12.
Design Uplift Pressure: 30.0 psf at panel fastener spacing of 13-7/8" o.c. along seam
(Factor of Safety=2) 63.5 psf at panel fastener spacing of 9-1/4" o.c. along seam
78.5 psf at panel fastener spacing of 4-5/8" o.c, along seam
112.5 psf at seam fastener spacing of 4-5/8" o.c. along seam with
3/16" diameter bead adhesive in panel seam
131.5 psf at seam.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. Fasteners are
corrosion resistant as per FBC 2020 Section 1507.4.4. 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 and a row of 3/8 bead of
adhesive.on the male leg of panel.
Seam Adhesive: 8ikaflex-201 or APS 500 Advance Polymer Sealant. In lieu of
Sikaflex or APS sealant, adhesive with greater or equal tensile
properties may be used.
FL 20484.2-R2
C2401-2
l 0.10.2020
Page 3 of 3
Test Standards: Roof assembly tested in accordance with UL580=06 `Uplift Resistance
of Roof Assemblies' & UL189.7-04 `Uplift Tests for Roof Covering
Systems' .or TAS 125-03 `Standard Requirements for Metal Roofing
Systems'
Test.Equivalency: The test procedures in UL 1897-04 comply with test .procedures
prescribed in UL 1807-12.
'Code Compliance: The product described herein has demonstrated compliance with FBC
2020 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in.-accordance
with FBC,.2020 .Section 1609 or. ASCE 7-16 using allowable stress
design. The maximum fastener spacing listed herein -shall not be
exceeded. This :evaluation,report is riot applicable in High Velocity
Hurricane Zone. Refer to current NOA for use of this product in High
Velocity Hurricane Zone. Fire classification is riot within scope of this
Evaluation Report. Refer to FBC 2020 Section 1505 and current
approved roofing materials-directory .or ASTM E108/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.T30246,Reporting Date 1-1/16/16,Revised Date 1/18/17
Project No. T303-16,Reporting Date'l 1/16/16,Revised Date 1/18/17
Project No.T304-16,Reporting Date 11/16/16,Revised Date 1/18/17
i
1
NEW UNDERIAYMENT SEE DETAILS 1 & 2 PANEL OVERLAP PANEL FASTENER - ROOF PANEL owu
®'MAX:13-7/B'O.C. �rsvns
"a
EAI7—
STING UNDER IAYMENT II OSB 7/i6'.THICK(MIN.)OR I 'g
(OPTIONAL) (OPTIONAL)
SHINGLES DECK ATTACHMENT.AND PLYWOOD 15 IC THICK(MIN.)
yg@
(OPTIONAL) SUPPORTS MUST BE :/ d
RAFTEa/JOISi/TRU55 DESIGNED AND INSTALLED t�
BY OTHERS 6
'TYPICAL PANEL. INSTALLATION X-SECTION
NEW UNDERLAYMENT 3/8'BEAD OF •(2)3/8'BEAD OF I@10-12%1'SCREYIS PANEL FASTENER ROOF PANEL
"ADHESVEADHESNE2 ROWS STAGGERED .®'MAX:4-5/8'.D.C.
®6'O.C.rxi— ADHESuE
z
'i Z
RETAINER� STRAP -;_PLYWOOD 15/32'THICK(MIN.)
U DECK ATTACHMENT AND S'IMDE,24 CA
SUPPORTS MUST BE .
DES;CNED AND INSTALLED 'RAFTER/JOIST/RtUSS z C
BY OTHERS AT 1.lAlc.24'O.C. o
PANEL INSTALLATION WITH RETAINER STRIP 2 4
MIN 26 CA. PANEL
110=12 PANCAKE HEAD -_ a
WOOD FASTENER ALLOWABLE UPLIFT PRESSURE m. c „;R
NEW UNDERIAYMENT - - o
E%ISTOTC SHINGLES 14-5/0-
. MINIA!UM SEAM` RETAINER PRESSURE a as`
(OPDOY41)" .SUBSTRATE ADHESIVE STRAP
--'-'- ---' DwETER (��7/16'OSS . .NONE- NONE, 30.0o7/i6'OSBNONE NONE 63.5E%ISTING IIDERAYUENT 7/16-OSB NONE - 'NONE 78.5 p 2(OPDaNAL) DETAIL 1 :OSS 7/16-THICK(MIN.)OR
PLYWOOD 15/32'THICK(MIN.) 7/16-OSB 3/16' .NONE .1125 15/32'-PLY 1 3/6', REQUIRED. 131.5
IKAFLEI(2a1
MIN 26 GA. PANEL OR EQUNALENT
GENERAL N
OTESI
3/16"BEAD
#,10-12PANCAKE HEAD' 1.ARCHITECTURAL ROOF.PAHEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
WOOD FASTENER FLOW BUILDING CODE(FBC).
` NEW UNDERLAYL!EUT 2. ROOF PANELS ARE'SHALL BE.26 GA.EFFECTTrEICOVERING WIDTH OF
—_ E%ISRRG SHINGLES OF PANEL- 16'.
(OPT—) 3. HE ROOF PANELS SHALL BE INSTALLED OVER SHEATKNG&STRUCTURE AS
_—_—__ —_—_ SPECIFIED ON THIS DRAWING. '
4. REQUIRED'DESIGN WIND LOADS SHALL BE DETERMINED FOR'EACH PROJECT.
THIS.PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN
-WIND LOADS ARE,GREATER THAN THE,ALLOWABLE WIND LOAD TABLE.
-
5.ALL FASTENERSm MUST BE IN ACCORDANCE WITH THIS DRAWING&THE FLORIDA
E%ISONG UNDERIAYMENT J BUILDING CODE. IF A DGFERENCE,000URS''BETWEEN THE MINIMUM
_(OPTIONAL) DETAIL 2 OSB 7/I6-THICK(MIN.)OR REQUIREMENTS DF THIS DRAMANC&THE CODE,THE CODE SHALL CONTROL Z4O1-Y
PLYWOOD 15/32.THICK(MIN.) .6.RAFTERS/JOISTS/TRUSSES MUST,BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND:ARE,THE RESPONSIBILITY OF OTHERS. swTa 1p
1 � T