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Home My WebLink AboutSTANDING SEAMS NOA 2020 CODEProfessionalBusiness & 1305 Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications I contact us BC15 Site Map Links Search Florida product Approval r 4410) USER: Public User Proouct Approval Menu > Product ar Application Search > Aupllcatlon List > Application Detail FL # FL20484-R2 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 813-2432 rblake5)unioncorrugating.com Authorized Signature Randy Blake rblake@unioncorrugatin9.rum 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 the Bala Sockalingam 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 FL20484 R2 COI CertiflcateIntependenLe.pdf Standard Year FM 4470 2016 TAS 125 2003 UL 1897 2012 UL 580 2006 Product Aooroval Method Method 1 Ontion D Date Pending FBC Approval 10/22/2020 Date Approved 12/16/2020 Summary of Products FL # Model, Number or Name Description 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 R2 II EvaluationRep2rtC2401 1j& 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 R2 AE Evaluation ReportC2401 L.pdf 169.0 psf @ fastener spacing of 6" o.c. Created by Independent Third Party: Yes 20484.2 Atfiextage-Lak II tfiM 26 ga., 16* 7/16" thick OSB 9 15/32"B1111ti 1kViywood Installation Instructions Limits of Use J Approved for use in HVHZ: No FL20484 R2 II Evaluation ReportC2401 2.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/-131.5 Evaluation Reports Other: Maximum uplift load of 131.5 psf @ seam fastener FL20484 R2 AE Evaluation Re=C2491 2 odf spacing of 4-5/8" o.c. along seam into min. 15/32" 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.) 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 R2 II Evaluation ReportC2401 3.p_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/-93.5 Evaluation Reports Other: Uplift load of 22.5 psf at fastener spacing of 18.5" o.c. FL20484 R2 AE EvaluationReportC2401 3. dp_t 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. 20494.4 Aluminum SLI50 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 EvaluatlonReportC2401 4.p& 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 Eva luationReportC2401 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. 2D484.5 MasterRib Min 29 ga., 36" wide through fastened panel over 15/32" thick plywood or 7/16" thick DSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R2 II Evaluation ReoortC2401 Spf 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 EVaIuationReportC24D1 5.odf 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 R2 II EValuationReoprtC2401 6.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/-88.5 Evaluation Reports Other: Uplift load of 56 psf for Fastening System 1. Uplift load FL20484 R2 AE EvaluationRepartC2401 6.p f- of 88.5 psf for Fastening System 2. Created by Independent Third Party: Yes 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_R2_11 Eva luationReportC2401 7.pdf 20484.8 1 PER or R Panel Min 26 ga., 36" wide through fastened panel over 15/32" thick plywood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-161.5 Other: Uplift load of 30.0 psf at fastener spacing of 48" c.c. and 161.5 psf at fastener spacing of 6" o.c. SL175 Installation Instructions F1,20484 R2 II EvaluationReoortC2401 8.pdf Verified By: Bala Sockalingam P.E. 62240 Created by Independent Third Party: Yes Evaluation Reports FL20484 R2 AE EvaluatlonReDOrtC2401 B.pQ Created by Independent Third Party: Yes 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 EvaluationReDortC24D1 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 of 39.8 psf @ clip spacing of 36" o.c. and FL20484 R2 AE EvaluationReoortC2401 9.W 78.6 psf @ clip spacing of 8" ox with felt. Uplift load of 93.5 psf Created by Independent Third Party: Yes @ clip spacing of 12" O.C. with self -adhering membrane. Contact Us:: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The Stale of Florida Is an AA/EEO employer. geR.xd9 ht 2007-2013 State of Florida.:: iv y Statement :: AcceswWIitV Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mail address released In response to a public -records request, do not send electronic mall to this el Instead, contact the office by phone or by bradillonal mall. If you have any questions, please contact 8S0.487.1395. "Pursuant to Sadler 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 smalls 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 small address which can be made available to the public. To determine If you are a licensee under Chapter 455, E5., please click Sre . Product Approval Accepts: 7T ® ® Klv securitymErxlcs EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA. ADVANTAGE-LOK II' FLORIDA BUILDING CODE 7TH EDITION (2020) FLORIDA PRODUCT APPROVAL. FL 20484.2-R2 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 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. C2401-2 Date: 10.10.2020 C+CI(AL/j, pE N SF • 9ny r: No 62240 : Cr �'• STATE OF :1 ; 0 Ft l0.1o.2a2o 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. '/4" 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 #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 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 pcnetrate through the deck a minimum of 3/8". Retainer Strap: 5" wide, 24 ga., 50 ksi strap fastened to deck with 2 rows of 410-12 x 1" long pancake head screws at 12" o.c. spacing and 6" staggered. The strap is continuous over the entire comer 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: 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 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 2020 Section 1505 and current approved rooting 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. 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 NEW JNDERLAYMENT SEE DETAILS 1 & 2 PANEL OVERLAP PANEL FASTENER ROOF PANEL 0 MAX. 13-7/6' G.C. EXISTING UNDERLAYMENT 11II (OPTIONAL) EXISTING SHINGLES DECK ATTACHMENT AND OSB 7/16' THICK (MIN.) OR II (OPTIONAL) SUPPORTS MUST BE PLYWOOD 15/32' THICK (MIN.) RAFTER/JOIST/TRUSS DESIGNED AND INSTALLED Al MAX. 24. O.C. BY OTHERS TYPICAL PANEL INSTALLATION X-SECTION NEW UNDERLAYMENT MIN 26 C0. PANEL NEW UNDERLAYMENT EXISTING UNDERLAYMENT (OPTIONAL) MIN 26 GA PANEL NEW UNDERLAYMENT EXISTING UNDERPAYMENT (OPTIONAL) 3/8' BEAD OF (2) 3/8' BEAD OF PANEL FASTENER ADHESIVE ADHESIVE 0 MAX. 4-5/8' O.C. DECK ATTACHMENT AND RETAINER STRAP PLYWOOD 15/32" THICK (MM.) SUPPORTS MUST BE 5" WIDE, 24 GA. DESIGNED AND INSTALLED RAFTER/JOIST/TRUSS J BY OTHERS AT MAX. 24" D.C. PANEL INSTALLATION WITH RETAINER STRIP #10-12 PANCAKE HEAD WOOD FASTENER EXISTING SHINGLES (OPTIONAL) DETAIL 1 OR PL PLYWOOD 615/32N THICK- THICK ) (MIN.) 3/16" BEAD #10-12 PANCAKE HEAD WOOD FASTENER �lEXISTING SHINGLES (OPTIONAL) DETAIL 2 `PLYWOOD 15/32K ) OR THICK (MIN.) ALLOWABLE UPLIFT PRESSURE PANEL FASTENER SPACING ALONG RIB MINIMUM SUBSTRATE SEAM ADHESNE DIAMETER RFTA;NER STRIP PRESSURF (PSF) 1T 7/8' 7/7C OSB NONE NONE 30.0 9-1/4 7/i6" OSB NONE NONE 63.5 4-5/8" 7/16' DSB NONE NONE 78.5 4-5/B" IC OSB 3/T 6' NO 112.5 4-5/8" 15/32' PLY 3/8" REQUIRED 131.5 GENERAI NOTES 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS ARE SHALL BE 26 GA EFFECTIVE COVERING WIDTH OF OF PANEL = 16". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & 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 FASTENERS MUST BE IN ACCORDANCL WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. B. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPUCATION AND ARE THE RESPONSI911_IT+ OF OTHERS.