The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL - METAL ROOFINGSCANNED ANNE St Lucie Count y BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats &Facts ! Publications FBC Staff BCIS Site Map Links ; Search ass) Product Approval USER: Public User Product Approval Menu > Product or ADDliCatipn Search > Application List > Application Detail FL # FL20484-RI Application Type Revision SCANNED Code Version 2017 13Y Application Status Approved St Lucie County Comments Archived 4_ i Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301 (910)483-0479 Ext256 jstieby@unioncorrugating.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 0 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. .i Validation Checklist - Hardcopy Received Certificate of Independence FL20484 RI COI CertificateIndeoendence.odf Referenced Standard and Year (of Standard) Standard FM 4470 TAS 125 UL 1897 U L 580 Equivalence of Product Standards Certified By Sections from the Code file COPS' Year 2012 2003 2012 2006 Product Approval Method Method 1 Option D Date Submitted 08/23/2017 Date Validated 08/28/2017 Date Pending FBC Approval 09/O1/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 20484.1 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 R3 II EvaluationReportC2175 1.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/-169 Evaluation Reports Other: Uplift load of 71.0 psf @ fastener spacing of 24" o.c. & FL20484 R1 AE EvaluationReportC2175 1.Ddf 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 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 EvaluationReportC2175 2.Ddf 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 AE EvaluationReDOrtC2175 2.Ddf 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 RI II EvaluationReoortC2175 3.Ddf 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 R1 AE EvaluationReoortC2175 3.odf 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 RI II EvaluationReportC2175 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 FL20484 R1 AE EvaluationReportC2175 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 structural sealant 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 FL20484 RI II EvaluationReportC2175 5.Ddf 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 R1 AE Evaluation ReoortC2175 5-ad 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; Approved for use outsidWHVHZ: Yes FL20484 R1 II EvaluationReoortC2175 6.Ddf Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes t I Design Pressure: +N/A/-88.5 Other: Uplift load of 56 psf for Fastening System 1. Uplift load of 88.5 psf for Fastening System 2. Evaluation Reports FL20484 RS AE EvaluationReoortC2175 6.Ddf 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 R1 II EvaluationReDOrtC2175 7.Ddf 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 RI AE EvaluationReoortC2175 7.Ddf 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 R1 II EvaluationReDortC2175 8.Ddf 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 R1 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 RI II EvaluationReoortC2175 9.Ddf 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 EvaluationReoortC2175 9.Ddf 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. sack FEE], Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 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 mail 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 emails 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 dick here . Product Approval Accepts: M ® eChtsk ?;dt. Credit Card Safe EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA. 5V PANEL' FLORIDA BUILDING CODE 6TI3 EDITION (2017) FLORIDA PRODUCT APPROVAL FL 20484A-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 Sockalingam,.Ph,D., P.E. FloridaProfessional, Engineer #62240 12:16 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) Load Span Table:(1 Page) Report,N6,: ,C2175-1 Date: 8.211017 `,•°°° �,p,�l N Gq o000 Co ,� W so ,�'•, F O P�; •�a,� !� a - FL 20484.1-R1 C2175-1 8.23.2017 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: 5V Panel Panel Description: 24" wide coverage with (5) 1/2" high ribs Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 15/32" thick APA rated plywood or min. V 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 #30 felt. For reroofing (Optional) construction only. Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: 71.0 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) 169.0 psf @ fastener spacing of 6" o.c. Panel Attachment: #10-15 x 2" long wood screw with washer At interior @ max 12" o.c. across panel width through panel rib At panel ends @ max 6" o.c. across panel width through panel flat and rib Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering 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. The design pressure for reduced fastener spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Union load span table. This evaluation report is FL 20484.1 -R1 C2175-1 8.23.2017 Page 3 of 3 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 E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580 & UL1897 Test Reports Farabaugh Engineering and Testing Inc. Project No. T197-16, Reporting Date 5/12/16 PANEL OVERLAP NEW UNDERLAYM _,� NT ROOF PANEL SEE DETAIL 2 SEE DETAIL 1 �Y� � J EXISTING UNDERLAYMENT EXISTING SHINGLES (OPTIONAL) (OPTIONAL) � I �- \ x MIN. 2X_ WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. NEW NEW #10-15 X 2' LONG WOOD SCREW WITH WASHER DETAIL 1 0-15 X 2- LONG WOOD REIN WITH WASHER PANEL FASTENER SPACING PER ALLOWABLE UPLIFT LOAD TABLE DECK ATTACHMENT AND ` PLYWOOD SUPPORTS MUST BE 15/32" THICK (MIN.) DESIGNED AND INSTALLED BY OTHERS TYPICAL PANEL INSTALLATION X-SECTION IN 26 GA PANEL EXISTING SHINGLES (OPTIONAL) PLYWOOD 15/32' THICK (MIN.) DETAIL15IIIIIIIIIIIII&A' EXISTING SHINGLES PLYWOOD V �o n c� fA z mac' m z Z n 0 ysJsp U VIIG�t+j _O Z nrn c sa gg � a8. zd IV-: te- NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE ysg gn FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MINIMUM 26 GA. EFFECTIVE COVERING WIDTH OFmq -_ - PANEL = 24'.m 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFlED ON THIS DRAWING. 84^ 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. m 1 t . UNION CORRUGATING COMPANY 5V Panel Uplift Loads . (Min 26 ga.) Description Fastener Spacing Allowable Uplift along Panel Length Load (in) (psf) Coverage width: 24" 6 169.0 _ 8 158.1 147.2 Panel Fasteners 10 _ 12 136.3 #10-15 hex head screws with sealed washer 14 121 7 16 106.5 94.7 Panel fasteners spaced at 12" 18 o.c. across panel width 20 85.2 through ribs. __...- ---- ...__- ___ 22 -------- - ......... 77.5 24 71.0 Notes: 1. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per. Evaluation Report FL, 20484.1 and Union current installation procedure. 1216 N'Lansing Ave. Suite C Tulsa, Ok 74106 918 492 5992 Bala Sockal' gam, Ph.D., P.E. ,FL 62240