The URL can be used to link to this page

Home My WebLink AboutProduct Approval metal t' - 1 � • k 1 IYJ •i -pr .... } BCIS Home Log In i User Registration i Hot Topic ( Submit Surcharge I Stats&Faces ( Publications Contact us I BCIs Site Map ( Links Search drbProduct APPiliroval roti: � USER:public User Product Approval Menu>Product or Application Search>Application List>Application Detail ' G FL# FL20484-R1 Application Type Revision Code Version 2617 { Application Status Approved Comments Archived {� Product Manufacturer UNION CORRUGATING COMPANY Address/phone/Email 701 S.KING ST. FAYETTEVILi.E,NC 28301 (910)483-0479 Ext 256 jstieby@unioncorrugating.com Authorized Signature John Stieby jstleby@unioncorrugating.com rte Technical Representative )60/-P60L !G sf ., .G�� Address/Phone/Email ��o X +�R ° `PCODE: c� An�c:dOQuality Assurance RepresentativeAddresslPhonelEmati S 1 . L. C[ NTY Category Roofing u BOC ire Subcategory Metal Roofing V�✓1or Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional'Engineer I.—i 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 pate 09/07/2027 Validated By Yoosef Lavi,P.E. E.3 Validation Checklist-Hardcopy Received Certificate of Independence FU0484 R1 COI Certificatelndependence pdf Referenced Standard and Year(of Standard) Standard Year FM 4470 2012 TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code File Cod-' https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsT9a49YAgX... 10/12/2019 1'1i3Itt1[i I3Ullulll�' t.Vuc vtuui�. i t Product Approval Method Method 1 Option D Date Submitted 08/23/2017 Date Validated 08/28/2017 Date Pending FBC Approval 09/01/2017 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 i Approved for use in HVHZ:No Ft20484 R1 ii EvaluationReportC2175 1 pdf Approved for use outside HVHZ:Yes Verified By:Bala Sockaiingam,P.E.62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-169 Evaluation Reports j Other.Uplift load of 71.0 psf @ fastener spacing of 24"o.c. FL20484 R1 AE EvaluationReportC2175 1 pdf &169.0 psf @ fastener spacing of 6"o.c. Created by Independent Third Party:Yes i 20484.2 Advantage-Lok II Min 26 ga,,16"wide concealed fastened panel over 7/16" thick OSB&15132"&thick plywood Limits of Use InstallationInstructions. Approved for use in HVHZ:No FL20484 RI II EvaluationReportC2175 2 pdf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam P.E.62240 Impact Resistant:NIA Created by Independent Third Party:Yes Design Pressure: +N/AI-116 Evaluation Reports Other:Maximum uplift load of 116.0 psf @ seam fastener FL20484 R1 AE EValuationRenortC2175 2,gdf 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. i 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 EvaluationReportC2175 3 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/-93.5 Evaluation Reports Other:Uplift load of 22.5 psf at fastener spacing of 18.5" FL20484 R1 AE EvaluationReportC2175 3.0 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 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 R1 II EyaivationReportC2175 4 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/-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 EL20484 RI II EvaluationReportC2175 5 odf Approved for use outside HVHZ:Yes Verified By.Bala Sockalingam,P.E.62240 Impact Resistant:NIA 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 EvaluationRenortC2175 5 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 panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL20484 R1 II EvaluationReoortC2175 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/-$8.5 Evaluation Reports Other:Uplift load of 56 psf for Fastening System 1.Uplift EI-20484 RI AE Eva luationReportC2175 6.13d load of 88.5 psf for Fastening System 2. Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr app__dtl.aspx?paraln--,wGEVXQwtDgsJ9a49YAgX... 10/12/2019 Florida'Building Code OnlinePage 3 of 3 20484.7 ML250 Max 16.5"wide,min 24 ga.steel standing seam panel over 15/32"thick plywood Limits of Use Installation Instkuctions Approved for use in HVHZ:No FLZ0484 RI 11 Evaluation ReportC2175 7.vd Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam,P.E.67240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/Al-124 Evifluation Reports Other:Maximum uplift load of 124 psf @ clip spacing of 6" FL20484-111 AE EvaluaticinpecortC2175 7.pd 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 FC20484 R1 IT EvaluationllenortC2175 8.pd Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam P.E.62240 Impact Resistant:N/A CtLated by Independent Third Party:Yes Design Pressure:+NIAI-161.5 Evaluation Reports Other:Uplift load of 30.0 psf at fastener spacing of 48"D.C. FL20484 R1 AE EvaluationikeportC2175 8,Qd and 161.5 psf at fastener spacing of 6"D.C. Created by Independent Third Party:'Yes 20484.9 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 R1'IT Eva luat1onReg9rtC2175 9.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:+NW-93.5 Evaluation Reports Other:Uplift load of 39.8 psf @ clip spacing of 36"o.c.and Fb0484 R1 AE EvaluationReportC2175 9:pd 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. Back FN..tl Contact Us::2691 Blair Stone Road,Tallahassee FL 32.399 Phone:859-487-1824 The State of Florida is an AA/EEO employer.Cgovdahl 2007-2013 State of Florida,::Privacy Statement::Accessibility Statement::RefundStatement I Under Florida-law,email addresses are public records.If you do not want your e-mail address released in response to a publlc-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),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 click here_. Product Approval Accepts: Credit Card Safe 10 1 littps://www.floiidabuilding.org/prip r� app dti.aspx?param=wGEVXQWtDqsl9a49YALrX... 10/12/2019 EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA.5V PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 20484.1-RI ROOFING METAL ROOFING Prepared For: Union Corrugating Company 701 S.King St. Fayetteville,NC 28301 Telephone: (910)483-0479 lFax: (910)483-1091 Prepared By: Bala.Sockalingam,Ph.-D., P.E. Florida Professional Engineer#62240 1216 N Lansing Ave.,Suite C Tulsa,OK 741:06: Telephone: (918)492-8992 FAX: (866)366-1543 This report consists of Evaluation Report(3 Pages including cover) Installation.Details (I Page) Load Span Table(I Paige) XASE co LU Report No. 02175-1 0 Date: 8.23.2017 � 22. FL 20484.1-RI 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: Mmim 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 2017. New Underlayment: Minimumunderlayment 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" tong 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 LTL580-06 'Uplift Resistance of Roof Assemblies' & ULI897-04 'Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 1897-04 comply withtest procedures prescribed in UL 1897-12. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section.1-507.4. Product Limitations: Design wind loads shall be determined for each project in.accordance with, FBC 2017 Section 1600 or ASCE 7-16 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 gh 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 OVERLAPPANEL FASTENER II Q m- nm: w1c NEW UNDERLAYMENT ROOF PANEL SEE DETAIL 2 SEE DETAIL 'I SPACING PER ALLOWABLE ^ r UPUFT LOAD TABLE I 7EXISTINGMENT EXISTING SHINGLES DECK AITACIiMEPTf AND PLYW(OPTIONAL) SUPPORTS MUST BE 15/32" THICK (MIN.) 'DESIGNED AND INSTALLED BY OTHERS MIN. 2X,. WOOD RAFTER/JOIST/ TRUSS AT MAX, 24" O.C. TYPICAL PANEL INSTALLATION X—SECTION d o #10-15 X 2" LONG WOOD F Nv- SCREW WITH WASHER �z 4 coz9"e7 Yj MSN 26 GA. PANEL 011 o NEW UNDERLAYMENT j z n�� _ xZ) 8. EXISTING SHINGLES: (OPTIONAL) EXISTING UNDERLAYMENT 6 �_ (OPTIONAL) PLYWOOD - d 15/32° THICK (MIN.) x m DETAIL 1 z s= GENERAL NOTES: > a AVS 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE 5 x#10-15 X 2" LONG WOOD FLORIDA BUILDING CODE (FBC). SCREW WITH WASHER 2. ROOF PANELS SHALL BE MINIMUM 26 CA. EFFECTIVE COVERING WIDTH OF - 5N PANEL = 24" ; » 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING:&STRUCTURE AS NEW UNDERLAYMENT MIN 26 GA. PANEL 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 EXISTING SHINGLES REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. (OPTIONAL) 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS VD REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS, EXISTING UNDERLAYMENT (OPTIONAL) D ETAI L 2 PLYWOOD5 /3" THICK (MIN.) C2175N 1 tV. 511££7 NO. 1 of 1 UNION CORRUGATING COMPANY 5V Panel Uplift Loads (J' W 26 ga.) Description Fastener Spacino, Allowable Uplift along Panel Length ; Load (in) Coverage width: 24" 6 169.0 8 158.1 Panel Fasteners 10 147.2 #10-15 hex head screws with 12 136.3 sealed washer 14 121.7 16 106.5 Panel fasteners spaced at 1211 18 94.7 o.c. across panel width ---------85.,2 through ribs. 29 77.5 24 71.0 Notes: 1. The hold 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. — 0 ......A4,1 BBQ rb?.VP cr, a. L 0 'S I MA 1216 N Lansing Ave.,Suite C Bala Sockalingam,Ph.D.,P.E. Tulsa,Ok 74106 FL 62240 918 492 5992