The URL can be used to link to this page

Home My WebLink AboutProduct Evaluation ReportEVALUATION REPORT OF UNION CORRUGATING COMPANY '26 GA. ADVANTAGE-LOK 1W RECEIVED JUL 0 2 2021 St. Lucie County Permitting RECEIVED JUL 0 7 2021 FLORIDA BUILDING CODE 7TH EDITION (2020) St. Lucie County FLORIDA PRODUCT APPROVAL Permitting 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 Sockaingam, 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 r 00 C j®fo 00 INke ��a;aeaae.�y�a®fa 4 No 62240 v STATE CF Al O R,O��e' 9 ,O`��`.`' Vi i S�79RFSyt+� Ila.1o.2020 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. 1.5/32" 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 #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 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: 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 10.101020 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 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. 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 UNDERLAYMENT SEE DETAILS 1 & 2 PANEL OVERLAP PANEL FASTENER ® MAX. 13-7/8" O.C. ROOF PANEL n 11 u EXISTING UNDERLAYMENT (OPTIONAL) EXISTING SHINGLES DECK ATTACHMENT AND OS8 7/16" THICK (MIN.) OR PLYWOOD 15/32" THICK (MIN.) (OPTIONAL) SUPPORTS MUST BE RAFTER/JOIST/TRUSS DESIGNED AND INSTALLED AT MAX. 24' O.C. BY OTHERS TYPICAL PANEL INSTALLATION X-SECTION NEW UNDERLAYMENT r AJ 3/8" BEAD OF ADHESIVE (2) 3/8" BEAD OF #10-12 X 1" SCREWS ADHESIVE 1-2 ROWS STAGGERED � / ®6" O.C. a Cl � PANEL FASTENER ROOF PANEL ® MAX. 4-5/8" O.C. I MIN 26 GA. PANEL It NEW UNDERLAYMENT EXISTING UNDERLAYMENT (OPTIONAL) . MIN 26 GA. PANEL NEW UNDERLAYMENT --\ EXISTING UNDERLAYMENT (OPTIONAL) `--RETAINERSTRAP �— PLYWOOD 15/32" THICK (MIN.) U DECK ATTACHMENT AND 5" WIDE, 24 GA. SUPPORTS MUST BE DESIGNED AND INSTALLED RAFTER/JOIST/TRUSS BY OTHERS AT MAX. 24" O.C. PANEL INSTALLATION WITH RETAINER STRIP LL#1012 PANCAKE HEAD WOOD "FASTENER ALLOWABLE UPLIFT PRESSURE EXISTING SHINGLES (OPTIONAL) SPACING ADHESIVE STRIP . SUBSTRATE DETAIL 1 `— OSB 7/16' THICK (MIN.) OR PLYWOOD 15/32 THICK (MIN.) SIKAFLEX 201 OR EQUIVALENT 3/16" BEAD #10-12 PANCAKE HEAD WOOD FASTENER EXISTING SHINGLES (OPTIONAL) , =ru----------- iwgiiiii DET PLYWOOD FASTENER ALONG RIB MINIMUM SEAM DIAMETER RETAINER PRESSURE (pSF) 13-7/8" 7/16" OSB NONE NONE 30.0 9-1/4" 7/16" OSB NONE NONE 63.5 4-5/8" 7/16" OSB NONE NONE 78.5 4-5/8" 7/16" OSB 3/16 NONE 112.5 4-5/8" 15/32" PLY 3f8" REQUIRED 131.5 GENERAL NOMv 1, ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (F8C), 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 ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. j OF