The URL can be used to link to this page

Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 1 -Alm- NESS" Paida ( d BCIS Home Log In i User Registration ► Hot Topics i Submit Surcharge j stats&Facts i Publications i FBC Staff ( BCIS Site Map j Links I Search Busmes OM Product Approval Professi IuL.public User Regulation Product Aooroval Menu>Product or Amlicardon Search>Apprnration List Search Criteria Refine Search Code Version 2014 FL# 7271.4 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Resultsplications FL* 3yjrg Manufacturer Validated By Status FL7271- Revision UNION CORRUGATING COMPANY Yoosef Lavi, Approved R3 FL#:FL7271.4 P.E. k1story Model:5V (214)340- Description:Min 26 ga.,24"wide through fastened panel over 19/32" 0049 thick plywood Category:Roofing Subcategory:Metal Roofing 'Approved by DBPR Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us::1940 North Monroe Street.Tallahassee FL 32399 phone:850487-1824 The State of Florida is an AA/EEO employer.Coovricht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do riot want your e-mail address released in response to a public-records request,do rat send electronic mail to this entrty..Irrstead,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 ficensed 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 her. Product Approval Acoepto: 0 WON :KS1'taun(:3 Nam http://www.floridabuilding.org/pr/pr_gpp_lst.aspx. 7/14/2015 Florida Building Code Online Page 1 of 4 • 'D s te( BCIS Home 1 Log In i User Registration Hot Topics j Submit Surcharge Stats&Facts 1 Publications FBC Staff i SCIS Site Map Links Search Bus{ones " Burin si al f 'Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Apolication List>Application Detail FL# FL7271-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived G Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S.KING ST. FAYEfTEVILLE,NC 28301 (910)483-0479 Ext 256 jstieby@unioncorrvgating.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 2 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 12/31/2020 Validated By Yoosef Lavi,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL7271 R3 COI CertificateIndeoendence.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1592 2001 FM 4470 1992 UL 1897 1998 UL 1897 2004 UL 580 1994 UL 580 2006 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL7271 R3 Equiv Test9quivalent 7271 UL.p_df EL7271 R3 Eouly TestEouivalgnt C1299 19.odf http://www,floridabuilding.org/pr/pr app_dtl.aspx?pazam=wGEVXQwtDgvtEeYw06E10... 7/14/2015 Florida Building Code Online Page 2 of 4 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 03/23/2015 Date Validated 04/08/2015 Date Pending FBC Approval 04/13/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 7271.1 2-1/2"Corrugated Panel Min 26 ga.,24"wide through fastened panel with coverage width of 21-1/4" Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 9.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-129.25 Evaluation Reports Other:Uplift load of 129.25 psf @ fastener spacing of 24" FL7271 R3 AE EvaluationReportC1999 9.Pdf o.c.over 19/32"thick plywood Created by Independent Third Party:Yes 7271.2 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 FL7271 R3 II EvaluationReportC1999 10.pdf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-66.3 Evaluation Reports Other:Uplift load of 66.3 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReportC1999 10pdf Created by Independent Third Party:Yes 7271.3 5V Min 29 ga.,24"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 FL7271 R3 II EvaluationReportC1999 11.pdf Approved for use outside HVHZ:Yes Verified By:Baia Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-52.5 Evaluation Reports Other:Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReoortC1999 11.pdf Created by Independent Third Party:Yes 7271.4 5V Min 26 ga.,24"wide through fastened panel over 19/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II Eva luationReportC1999 12.pdf Approved for use outside HVHZ:Yes Verlfled By:Bala Sockalingam PE 62240 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-120.9 Evaluation Reports Other:Uplift load of 120.9 psf @ fastener spacing of 24" FL7271 R3 AE EvaluationReoortC1999 12.odf o.c.for Fastener Pattern 1.Uplift load of 85.8 psf @ fastener Created by Independent Third Party:Yes spacing of 24"o.c.and 113.1 psf @ fastener spacing of 12" o.c.for Fastener Pattern 2. 7271.5 5V Min 26 ga.,24"wide through fastened panel over 15/32"or 19/32"thick plywood Limits of Use Installation Instructions Approved for use In HVHZ:No FL7271 R3 II EvaluatlonReportC1999 13_pdf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-150 Evaluation Reports Other:Uplift load of 150 psf in 19/32"thick plywood for FL7271 R3 AE EvaluationReportC1999 13.pdf Fastener Pattern 2 Created by Independent Third Party:Yes 7271.6 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 FL7271 R3 II EvaluationReportC1999 14.pdf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-112.5 Evaluation Reports Other:Uplift load of 52.5 psf @ fastener spacing of 6"o.c. http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvtEeYwO6E10... 7/14/2015 Florida.Building Code Online Page 3 of 4 and uplift load of 112.5 psf @ fastener spacing of 6"o.c. FL7271 R3 AE EvaluationReportC1999 14.odf with structural sealant. Created by Independent Third Party:Yes 7271.7 Advantage-Lok II Min 26 ga.,16"wide concealed fastened panel over 15/32" &19/32"thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:'No FL7271 R3 II EvaluationReportC1999 IS.odf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-107.9 Evaluation Reports Other:Uplift load of 59.4 psf @ fastener spacing of 6"o.c. FL7271 R3 AE EvaluationRegortCi999 15.odf in 15/32"plywood.Uplift load of 97.5 psf @ fastener spacing Created by Independent Third Party:Yes of 6"o.c.with structural sealant in 15/32"plywood.Uplift load of 107.9 psf @ fastener spacing of 4"o.c.with structural sealant in 19/32"plywood. 7271.8 MasterRib Min 26 ga.,36"wide through fastened panel over 19/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 16.pdf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-114.3 Evaluation Reports Other:Uplift load of 61.8 psf @ fastener spacing of 30"o.c. FL7271 R3 AE EvaluationReportC1999 16.pdf and 114.3 psf @ fastener spacing of 24"o.c. Created by Independent Third Party:Yes 7271.9 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 FL 271 R3 II EvaluatlonReoortC1999 17.2df Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-113.1 Evaluation Reports Other:Uplift load of 45.0 psf @ fastener spacing of 24"o.c. FL7271 R3 AE EvaluationReportC1999 17.0f &113.1 psf @ fastener spacing of 12"o.c. Created by Independent Third Party:Yes 7271.10 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 FL7271 R3 II EvaluationReportC1999 18.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistamb N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-52.5 Evaluation Reports Other:Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReportC1999 18.pdf Created by Independent Third Party:Yes 7271.11 MasterRib Min 29 ga.,36"wide through fastened panel over nom. 1"x 4"furring and 15/32"thick plywood or 7/16"thick OSB Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 19.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-114 Evaluation Reports Other:Uplift load of 71 psf for Fastener Pattern 1&114 psf FL7271 R3 AE EvaluationReportC1999 19.pdf for Fastener Pattern 2 Created by Independent Third Party:Yes 7271.12 ML200 Min 24 ga.,max 16"wide standing seam metal panel with double lock seam over metal deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 20.pdf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-116.0 Evaluation Reports Other:Uplift load of 71.0 psf @ clip spacing of 36"o.c.and FL7271 R3 AE EvaluationReportC1999 20.pdf 116.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party:Yes 7271.13 PBR Min 26 ga.,36"wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 21.pdf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-52.5 Evaluation Reports Other:Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReportC1999 21.pdf Created by Independent Third Party:Yes 7271.14 SL175 Min 24 ga.,max 16"wide snap-lock standing seam metal panel over metal deck. http://www.flofi&buil&nLr.org/pr/pr app_dtl.aspx7param--wGEVXQwtDgvtEeYwO6EIO... 7/14/2015 Florida Building Code Online Page 4 of 4 Limits of Use Installation Instructions Approved for use In HVHZ:No FL7271 R3 II EvaluatlonReoortC1999 22.odf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-86.0 Evaluation Reports Other:Uplift load of 63.5 psf @ clip spacing of 36"o.c.and FL7271 R3 AE EvaluationReoortC1999 22.pdf 86.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party:Yes ® We# Contact Us::1940 North Nbnroe Street.Tallahassee R.32399 Phone:850487-1824 The State of Florida is an AA/EEC)employer.Cooyrieht 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 releases 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 co,r[aU 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licersee�;GrPrrsed under Chapter 455,F.S.must provide the Department with an email address if they have one.The analis provided may be used for official communice[iorr with the licensee.However email addresses are public mord.if you do rot wish to supply a personal address,please provide the Department with an argil address which can be made available to the public.To determine if you are a Iicersee under Chapter 455,F.S.,please dick JvM. Product Approval Accepts: atzxets hffp://www.flofi&buil&ng.org/pr/pr_app- 7/14/2015 i f EVALUATION REPORT OF UNION CORRUGATING COMPANY 126 C.A.5V PANEL' FLORIDA BUILDING CODE 5TH EDITION(2014) FLORIDA PRODUCT APPROVAL FL 7271.4-R3 ROOFING METAL ROOFING Prepared For: Union Corrugating Company P.O.Box 229 Fayetteville,NC 28302 Telephone: (910)483-0479 Fag: (910)483-8897 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) �%%JsuP11//11♦ Installation Details(2 Pages) ,.SOCKg4� ,of� *: No 62240 Report No. C1999-12 'p' STATE OF Date:3.20.15i•�':A% � L ♦o�� 3 .20.z o1•S FL 7271.4-R3 C1999-12 3.20.15 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. 19/32" 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 2014. Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1 Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: (Factor of Safety=2) Fastener pattern 1 120.9 psf @ fastener spacing of 24" o.c. Fastener pattern 2 85.8 psf @ fastener spacing of 24" o.c. 113.1 psf @ fastener spacing of 12" o.c. Panel Attachment: Fastener pattern 1 #9-15 or#10-14 x 1.5"long wood screw with washer At panel ends @ max 6" o.c. across panel width through panel flat At interior @ max 12" o.c.'across panel width through panel flat Fastener pattern 2 #9-15 or#10-14 x 2" long wood screw with washer At panel ends @ max 6" o.c. across panel width through panel flat and rib At interior @ max 12" o.c. across panel width through panel rib Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofing Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 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 2014 Section 1505 and current FL 7271.4-R3 C1999-12 3.20.15 Page 3 of 3 approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: TAS 125-03 Test Reports Farabaugh Engineering and Testing Inc Project No.T164-06,Reporting Date 6/8/06 Hurricane Test Laboratory Report No. 0293-0202-06,Reporting Date 4/5/06 Hurricane Test Laboratory Report No. 0293-0609-05,Reporting Date 8/31/05 PAWN D lff: PANEL OVERLAP PANEL FASTENER SPACING PER ALLOWABLE ROOF PANEL SEE DETAIL 2 —�� SHEET EE DETAIL 1 WIND LOAD TABLE r- ,,,- THIS SHEET n i DECK ATTACHMENT AND SUPPORTS MUST BE PANEL FASTENER UNDERiAYMENT SHALL BE INSTALLED DESIGNED AND INSTALLED SPACING PER ALLOWABLE AS PER MANUFACTURER'S INSTALLATION BY OTHERS WIND LOAD SABLE GUIDELINES MIN. 2X._ WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. TYPICAL PANEL INSTALLATION X-SECTION ALLOWABLE UPLIFT PRESSURE r4 9-15 OR X10-14 X 1.5" LONG FASTENER PATTERN 1 AS ENGR PRESSURE Z" WOOD SCREW WITH WASHER MIN 26 GA. PANEL $ �,�ip 24 120.9 ni°f < L4 9 IL Q U UNDERLAYMENT ]9/ 320 THICK {MIN.} d a DEA IL 1 GENERALNQTES; 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE {FBC}, 2R 9-15 OR X10-14 X 2. ALL ROOF PANELS ARE SHALL BE 26 GA. EFFECTIVE COVERING WIDTH OF F & 1.5" LONG WOOD SCREW OF PANEL = 24". WITH WASHER 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS 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 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 RESPQNSIBILITY OF OTHERS. UNOERLAYMENT PLYWOOD 19/32- THICK {MIN.} coggW191,71um DETAIL 2 1 SHEET OF 2 rh CHMM PANEL OVERLAP a�. '� J 10% PANEL FASTENER ROOF PANEL SEE DETAIL 4 SEE DETAIL 3 SPACING PER ALLOWABLE i^ —SHEET 2 SHEET 2 WIND LOAD TABLE o UNDERLAYMENT SHALL BE INSrXLLED DECK ATTACHMENT AND AS PER MANUFACTURER'S INSTALLATION SUPPORTS MUST BE GUIDELINES DESIGNED AND INSTALLED BY OTHERS MIN. 2X_ WOOD RAFTER/JOIST/ 91 TRUSS AT MAX. 24" O.C. TYPICAL PANEL INSTALLATION X—SECTION s FASTENER PATTERN 2 ALLOWABLE UPLIFT PRESSURE N9-15 OR #10-14 X 2" LONG FASTENER PRESSURE �q ch 00 SCREW WITH WASHER SPACING t� z a ACI (PSF) zla1 Y Ji MIN 26 GA. PANEL 24 85.8 $ Z rn 12 113.1 u CL UNDERLAYMENT19/32 THICK (MIN.) DETAIL 3 � #9-15 OR #10-14 X 2" LONG ZiN WOOD SCREW WITH WASHER MIN 26 GA. PANEL IZ UNDERLAYMENT PLYWOOD DETAIL 4 19/32" THICK (MIN.) Ct999-12 EET D. 2 of 2