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Search ;,�db a (i. rProduct Approval. l USER:Public User RECEIVED Product Anoroval Pinnu>Product or Application Search>Aoplicdrlon List>Application Detail JUN 202 9 C: ra �rE r� 9 P,I ,k�c,.� x%d FL# 171-20484-112 R Application Type Revision ermitting Department St. LUcle County Code Version 2020 Application Status Approved Comments Arefilved L7 "flies C®n�` Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S.KING ST. _ 7 ®L_ FAYETTEVILLE,NC 28301 VE C%�yj I (blak 813-2432 CODE C0MPL9AVgM- rblake@unioncorrugating:com �� za t� Authorized Signature Randy Blake �® L CI COUNTY rblake@unionco�rugating:com / B0C��!/� 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 L Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report. Florida License PE-62240 Quality Assurance Entity Keystone'Certificatlons,Inc. Quality Assurance Contract Expiration Date 09/07/2027 Validated By Yoosef,Lavi,P.E. R,, Validation Checklist—.Hardcopy Received Certificate of Independence FIJ.0484 R2 CO1 CertificateIndeoendence ojf 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://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwt.DgsJ9a49YAgXJ... 1/12/2021 Flofida Building:Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/10/2020 Date Validated 10/12/202b Date Pending'FBC Approval 10/22/2020 Date Approved 12/16/2620 Summary of Products FL'# Model,:Number or.Name Description 20494.1 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 R2'II EvaluatiwkeoortC2401 .1.pdf Approved for use outside HVHZ:Yes Verified By6 Bala-Sockalingam,P.E.'62240 Zmpact Resistant:N/A Created,by Independent Third Party:Yes Design Pressure;+N/A/-169 Evaluation Reports Other:Uplift load of71.0 psf @.fastener spacing of 24".o.c. FL20484 rRZ'AE FvaluationReportC2461 'S.odf &169.0_psf @ fastener spacing of 6"o.c: Created by Independent Third Party:Yes 20484.2 Advantage-Lok II Min 26 ga1,:.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 R2 ii FvaluatlonReoortC2401 2.gdf Approved'for,use outside HVHZ:Yes. Verified Byc Bala Sockalingam P.E.62240 Impact Resistant:N/A Created by Independent Third'Party:Yes Design Pressure:+N/A/ 131:5 Evaluation Reports Other:Maximum uplift load of 131.5 psf @ seam fastener FL20484 R2 AE Evaivati6nReoortt2401 2 odf spacing of 4-518",o.c.along seam into min.15/32"thick APA .Created by IndependentThird Party:Yes rated plywood with retainer strap. 20484.3 Aluminum Advantage-Lok II Max 16.375"wide;nom 0.032"'thick(min.)aluminum 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 112' II EvaluatlonRepartC2461 3.Qf 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" F00484-R AE EvaluationReodkt 461 3,ndf O.C.and 86.0 psf atfestener 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 of4.63":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 It Evalu onilenartC2401 4.0f 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 R2'AE Evaluation Report C2401 4.pdf 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 plywood or 7/16"thick OSB Limits of Use Installation Instructions Approved for use-in HVHZ:No 20484 R2 II-.EvaluadonReoortC2401 5,pdf Approved for use outsideFL 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 FvaluationReoortC2401 S.pdf. &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 pariel.ovu 15/32" thick plywood Limits of Use Instaliation'Instructions Approved for use in HVHZ:No FL20484 112' If-:Evaluation RenartC2401 6-rid 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.Upllft FL26484'R2. AE EvafuationReoortC2461 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=wGEVXQwtDgsJ9a449YAgNJ... 1/12/2021 Florida Building Code Online Page 3 of 3 20484.7 ML350 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 R2--II EVaivationReDorfC2401 7.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/-124 Evaluation Reports Other-Maximum uplift load of 124 psf @ clip spacing of 6" FL20484 R2 AE EvaluationRenortC2401'7.ndf o:c.with 180 seam;self-adhering"membrane and fixed clip. Created by Independent Third Party:Yes 20484.8 71!BR 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 01_20484 R2 tI Eva IuationReoortC2401 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. FL2.0484 R2 AE EvaluationRenartC2401 B.Ddf and 161:5 psf at fastener spacing of 6"D.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 142 II EvaluationRl%=C2401 9 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/-93.5 Evaluation Reports Other:Uplift load of39.8 psf @ clip spacing of 36"D.C.and FL20484 R2 AE EvaluationReoortC2401 9.)of 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. hack Naxt Contact us:i 2601 nlair Stone Road:'Tallahassce FL 32349 Phone:850-487-1824 The State of Florida is an AA/EEO employer.[oovdoht 2007-2013 State of Florida.::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 mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions;please contact 850.487.1395.*Pursuant to Section 455.275 (1).Florida 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 :mails provided may be used for official communication with 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 hare. Product Approval Accepts:_ Credit Card J Safe h4s://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 1/12/2021 EVALUATION REPORT OF UNION CORRUGATING COWANY 126 GA:ADVANTAGE-LOK II' FLORIDA BUILDING CODE 7TH EDITION(2020) FLORIDA PRODUCT APPROVAL 'FL 20484.2-R2 ROOFING IV ETAL ROOFING Prepared For: Union Corrugating Company 701 S. King:St. F ayetteville,NC 28301 Telephone: (910).483=0479 Fax: (910)483-1091 Prepared By: Pala 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) 4�Q.� GG►<A(�;V� t. No Report No. C2401=2 -o°• OF :! ,• Date: 10.10.2020 ' Wo FL 20484:2-R2 C2401.2 10.10.2020 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: Advantage-L'ok II Panel Panel Description: Max. 16"wide coverage with 1"high As 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. 3/4" thick wood plank (min SG of 0.42) for new and existing constructions.Designed b others and installed as per FBC 2020. g Y 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#30 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 atpanel fastener spacing of 4-5I81' 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 1.31.5 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 318" 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: Sikaflex-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 .10.10.2020 Page 3 of 3 Test Standards: Roof assembly tested'in accordance with UL580-06 'Uplift Resistance of Roof Assemblies' & UL1897-04 '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 1897-12. '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 eValuAtidn report is,ftot.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 2020 Section 1505 and current approved roofing materials directory .or ASTM. E108/UL790 report from-an accredited laboratory for fire'tAtings of this product. Supporting Documents: UL5 80&UL 1897 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]1/16/16i Revised Date 1/18/17 Z.D Project N. T303-16,Reporting Date 11/16/16,Revised Date 1/18/17 Project No.T304-16,Reporting Date 11/106, Revised Date 1/18/17, NEW UNDERLAYMENT SEE DETAILS 1 &-2 PANEL OVERLAP PANEL FASTENER. ROOF PANEL '"Aiai�a ®MAX.13-7/8'O.C. ousmc uuDLiaYN+ +rOR (OPTIONAL) EXISTPIG SHINGLES DECK ATTACHMENT AND OSB PLYWOOD 1.THICK TMrCK U (OPTIONAL) SUPPORTS MUST BEPLri700D 15/32 THICK(MIN.) tt RARER/JOISi/TRLISS 'DESIGNED AND INSTALLED G AT MAX 24'O.C. BY OTHERS" TYPICAL. PANEL INSTALLATION X—SECTION. g KEW UNDERLAYMENT. "3/8'BEAD OF (2)3/6'BEAD OF 10-12 X 1'SCREWS PANEL FASTENER. ROOF PANEL ADHESIVE ADHESIVE "2 ROWS STAGGERED 0 MAX.4-5/8'.O.C. 0 6"0.C. _ z F a, a •�zn RETAINER.STRAP 'PLYWOOD 15/32'THICK(MIN,) c m V -DECK ATTACHUENT AND 5"VIDE,24 GA o x •SUPPORTS MUST BE DESIGNED AND INSTALLED "RAFTER/J015T/TRUSS Cam, BY OTHERS r ��n4 PANEL INSTALLATION WITH RETAINER',STRIP 2 MIN26"GA.PANEL Y d a W a PO-12.PANCAKE HEAD ALLOWABLE UPLIFT PRESSURE d - 'WOOD FASTENER ". ., ,•n . m. NEw'uuDeRlhrMTir I• o = s EXSTP:C SHINGLES FASTENER MINI6IUM SEAM' RETAINER PRESSURE V a R8B (OPTIONAL)" SPACING SUBSTRATE ADHESIVE STRIP (PSF) a � ----'— ---- ALONG RIB DWYETER Sa. - 13-7/8" 7/16'OSBI NONE NONE 30.0 XS. 7 9-1/4",.7/16-OSBI NONE NONE 63-5 EXISTING LNOERLAYMEN'T :4-5/8" 7/16'OSB NONE NONE 78.5 e (OPTIONAL) ..DETAIL 1 --ASS 7/16'NICK(MIN.)OR - PLYWOOD 15/32",THICK(MIN.) 4-5/8' 7/16'OS9 '3/1fi" .NONE .1125 .g 4-5/8 15/32'PLY 3/8 REOU;REO. 131:8 g 'a SIKAFLEX 201 MIN 26 OA: PANEL OR EQUIVALENT 3/16'.BEAD GENERA NO S:. . ♦)10-12 PANCAKE HEAD 1.ARCHITECTURAL ROOF,PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE WOOD FASTENER FLOR�DA.BUILDING CODE(FBC). NEW 1NDERLAYUENT 2.ROOF PANELS ARE SHALL BE 26 GA. EFFECTIVc'COV<RING WIDTH OF EXISTING'SHIRGIES OF"PANEL- 16". --- — (OPIIDtL1L) .3:.THE ROOF PANELS SHALL BE INSTALLED'.OVER SHEATHING&STRUCTURE AS _ SPECIFlED ON THISORAWNC.. 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.FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING&THE FLORIDA EXISTING UNDERLAYLIENT "BUILDING CODE. IF A DIFFERENCE,OCCURS EETIVEEN THE.MINIMUM(OPTIONAL) DETAIL 2. osH v,6-;HICK(MIN.)OR REQUIREMENTS OF TYIS'DRAWING"&THE CODE,THE CODE SHALL CONTROL PLY15'000 15/32 THICK(MIN.) 6. RAFTERS/JOISTS/TRUSSES MUSTBE DESIGNED TO WITHSTAND WIND LOADS AS C24�7-Z �• REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY.OF OTHERS. �"A � cr �