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Home My WebLink AboutProduct Approval 11 l"V it SaS.Home•!:Lo In` -0ser Registration e` Hot Topirs I Submit Surcharge i Stats&Facts i Publications i Contact Ui t•BQS Site Map 1 �Unks -Search 1 drb a Product Approval ( USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail. FL# FL20484-111 it Application-Type Revision Code Version 2017 Application Status Approved , s I Comments Archived �1 Product Manufacturer UNION CORRUGATING.COMPANY Address/Phone/Email. 701 S.-KING`ST. FAYETTEVILLE,NC 28301 (910)483-0479 Ext 256 jstieby@un ioncorrugating.com Authorized Signature John Stieby jstieby@unioncorrugating.com REVIEWED F®R Technical Representative CODE COMPLIANCE Address/Phone%Emaii ST. L��.D p g p(.'9"IE Quality.Assuranee Representative OC6COUNTY 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 Bala Sockalipgam 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. ii Validation Checklist-Hardcopy Received Certificate of Independence FL20484 R1 COI Certificateindeoendence.odP 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 Can, i I haps:7/www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgX... 10/12/2019 ionaa tsun(ung Looe umme Product Approval Method Method 1 Option D Date Submitte6 08/23/2017 Date Validated 68/28/2017 Date Pending FPC Approval 09/01/2017 Date Approved 12/12/2017 1 _S mmai bf roducts i FL# Mode, umber or Name Description 0484.1 5V Min 26 ga.,24"wide through fastened panel over 15/32" khicR.plywood i Limits of Use' installation Instructions Approved for'use in HVHZ:No 1`00484 RI II Eva luationReportC2175 1 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/-169 Evaluation Reports j Other:Uplift load of 71.0 psf @ fastener spacing of 24"o.c. FL20484 R2 AE EvaluatlonReportC2175 1 pdf &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" t thick OSB&15/32"&thick plywood Limits of Use Installation Instructions Approved for use In HVHZ:No FL20484 R1 II EvaluationReportC2175 2 ndf 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:Maximumuplift load of 116.0.psf @ seam fastener EL20484 RI AE EvaluationReportC2175 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 1I Eva luationReportC2175 3)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" FL20484 R1 AE EvaluationReportC2175 3 pdf ox.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 SLi50 Max 16"wide,nam 0.032"thick(min.)aluminum.snap-lack standing seam metal panel over min'15/32"thick plywood deck Pr 7/16"thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ:No, FL20484 R1 II Evahlatio"RegortC2175 4 pdf Approved foruse 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 EvaluationReoortC2175 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 Approveid.for use-in HVHZ:No FL20484 RI 11 EvaluationReportC2175 5 odf Approved for use outside.HVHZ:Yes Verified By: Bala Sockalingam,P.E.62240 Impact Resistant:N/p. Created by Independent Third Pally:Yes Design Pressure:+N/A/-124 Evaluation Reports Other:Uplift load of 56.0 psf,@ fastener spacing of 24"o.c: FL20484 R7 AE EvaluationRenortC2175 5 Ddf &124.0 psf,@ fastener spacing of,6"o.c. Created by Independent Third Party:Yes 20484.6 . MasterRibMin 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 11 EYaluatlonReportC2175 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 to-ad.of 56 psf for Fastening System 1.Uplift k20484 RI AE EvaluationReportC2175 6 Ddf 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-wGEVXQwtDgsJ9a49YAgX..: 10/12/2019 "Florida Building Code Online -Page 3 of 3 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 F00484 111 IT Evaluation ReportC2175 7.pd Approved for use outside HVHZ:Yes Verified By:Bala ScCkallngam,P.E.62240 Impact Resistant:N/A. Created by Independent Third Party:Yes Dealg in Pressure:+N/A/-124 Evaluation Reports ' Other:Maximum uplift load of 124 psf @ clip spacing of 6" FL20484PI AE EvaluatiorilleportC2175 7.pd o.c.with 180 seam,self-adhering membrane and fixed clip. d by I ndependent Third Party:Yes 20464.8 PBP or R Panel Min 26 ga.,36'wide through fastened panel over 1:5/32" thick plywood Limits of Use In.stallation Instructions Approved for use in HVHZ:No FL20484 RI 11 Eva luationRevortC2 175 8.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/-161.5 Evaluation-Reports Other:Uplift load of 30.0 psf at fastener spacing of 48"o.c. FL20484 111 AE Eva luationReportC2175 8.6d and 161.5 psf at fastener-spacing of 6"o.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 RI 11 FvaluationRpnortC2175 9.pd Approved for use outside HVHZ*Yes Verified By:Bala Sockallngam,P.E.62240 Impact Resistant:N/A , Created by Independent Third Party:Yes Design Pressure.;+WA/-93.5 Evaluation:Reports Other:Uplift load of 39.8 psf @,clip spacing of 36"o.c.and FL20484-Rl AE. Evaluation RebortC2 175 9.odf 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. FS.- rN.. Contact Q ::2601 Blair Stone Road.Tallahassee FL 32399 Phone:$50-487-1824 The State of Florida Is an AA/EEO employer.Cogyright 2007-2013 State of Florida,::PdXacy 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 emalls 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 ornall address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click her Product Approval Accepts: DIEM F=99 RE M Credit Card Safe https://www.floridabu'ilding.org/pripx_appdfl.asm?ParamwGEVXQWtDqsJ9a49YAQX... 10/12/2019 _ = V i EVALUATION REPORT OF UNION CORRUGA'T'ING COMPANY '26 GA.5V PANEL' r i FLORIDA BUILDING CODE 6TH EDITION (2017)- FLORIDA PRODUCT APPROVAL., FLS 20484.1-R1 i ROOFING METAL ROOFING ' s Prepared For: Union Corrugating Company 701 S.Ding St. :Fayetteville,NC 28301 Telephoxie: (910)483-0479 Fax: (910)483-1091 Prepared By: Bala Socltalingam,Ph.D.', P.E. Florida Professional Engineer#62240 1216 N Lansing Ave., Suite C Tulsa, OK 747106 Telephone: (918)492-9992 FAX: (866).366-71543 This report consists'of Evaluation Report(3 Pages including cover) Installations Details (1 Page)� am�e,�da ,� Load Span Table(1 Page) ��,�''G :NU N G q4 f ef °'�� °�yja S°E° LU Report No. 02175-1 r^• ,� ��r't 4 Date: 8.23.2017 , '•. �` p�q° ,: � Eb:u3 I I t I 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 A75.5). Deck Description: Min. 15/32" thick APA rated plywood lvwood or min. W -thick wood-plank (min SO- 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#3.0 felt. For reroofing (Optional) construction only. Slope: 1/2:12 or greater in accordance with FBC 20.17 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 UL5 80-06 'Uplift Resistance of Roof Assemblies' & UL1897-04 'Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL comply with test procedures prescribed in UL 1997-12. 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 spacingmay 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 C2M-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 EI08/UL70 report from an accredited laboratory for firexatings of this product. Supporting Documents: UL580 &UL1897 Test Reports Farabaugh Engineering and Testing Inc. Project No. T197-16,Reporting.Date 5/12/16 ai PANEL OVERLAP NEW UNDERLAYMENT. PANEL FASTENER SEE DETAIL 2 SEE DETAIL 'I SPACING PER ALLOWABLE R ROOF PANEL r f— r UPLIFT LOAD TABLE 4 WE _ _ a EXISTING UNDERLAYMENT EXISTING SHINGLES a DECK ATTACHMENT AND PLYWOOD (OPT1ONAl)- (OPTIONAL) SUPPORTS MUST BE 15/32" THICK (MIN:) e DESIGNED AND INSTALLED BY OTHERS o MIN. 2X_ WOOD RAFTER/JOIST/ TRUSS AT"MAX. 24" D.C. TYPICAL PANEL INSTALLATION X—SECTION u Z KN rn x{10-15 X 2" LONG WOOD F Y~iry N SCREW WITH WASHER oz 1 y o MIN 26 GA. PANEL u pi o NEW UNDERLAYMENT � o�� z� W EXISTING SHINGLES (OPTIONAL) EXISTING UNDERLAYMENTWOOD A (OPTIONAL) 15/32' THICK (MIN.) i DETAIL 1 a GENERAL NOTES: z jw 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE ��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 s PANEL = 24". a 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS o NEW UNDERLAYMENT MIN 26 GA. PANEL SPECIflED ON THIS DRAWING.. u 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 REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. EXISTING_UNDERLAYMENT (OPTIONAL) DETAIL 2 PLYWOOD5/32"THICK (MIN.) 02175—t EY, SHEET H0. 1 of 1 I v � i I S UNION CORRUGATING COWWANY 5V Panel Uplift Loads (Ifin 26-ga.) Description. Fastener Spacing Allowable Uplift along.Panel Length- Load fix} (psf) Coverage width: 24" _M..,_ 6 _ — 169.0 8 - 158.1 Panel.Fasteners 10 1472 #10-15 hex lead screws with 121 6.-3 � — sealed washer 1-4 121.7 16 106.5 Panel fasteners spaced at 12" 1 g 94.7- o.c. across panel width. 2085.2 through:ribs. 22 77.5 24 71.0 ?Votes: I. The b6 Id numb crs.indicate design loads calculated from test data with safety factor of 2. 2. Panels_inust be installed as per Evaluation Report FL 20484.1 and Union current installation procedure. i { e.�EA$)O�Qdtlp�D�o ' +s0UU�9�� ,LfiTd ,;UgU Y �J cb tea. '`Cr m co: y� Lu.., a til 1216 N Lansing Ave:,Suite C - ;`' ! Bala Sockalingam,Ph.D.,F.E. Tulsa,Olr 74106 FL 62244 918:492 5992 1 ct I