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Home My WebLink AboutProduct Approval r BCIS Home tog In j User Registration f Hot Topics , Submit Surcharge Stats&Facts Publications p FSC Staff SCIS Site Map ( Unks Search Florida ProductApproval USER:Public User dr f M.M211ic'''cv Product Approval Menu>Product or Apolication Search>Application Ust>Application Detaff �; _ FL# FL7271-R3 r" - - ' Application Type Revision Code Version 2014 Application Status Approved Comments Archived i Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S.KING ST. FAYETTEVILLE,NC 28301 (910)483-0479 Ext 256 jstieby@unioncorrugating.com Authorized Signature Sohn Stieby jstleby@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 J: Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Bala Sockalingam 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. WJ Validation Checklist-Hardcopy Received Certificate of independence FL7271 R3 COI Certificatelndeoendence 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 Eouiv TestEoutvalent 7271 UL odf FL7271 R3 Eouiv TestEouivalent C1999 19 odf Sections from the Code http://www.floridabuilding.org/pr/pi_app_dtl.aspx9param=wGEVXQwtDgvtEeYw06E10... 11/14/2016 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# 114odel,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 9.0d 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"o.c.over FL7271 R3 AE EvaluationReDDrtCI999 9.odf 19/32"thick plywood 1 Created by Independent Third Party:Yes 7271.2 15V 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 10.0f 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 EvaluationRe0ortC1999 10.Pdf Created by Independent Third Party:Yes 7271.3 SV Min 29 gad�,20�4}('wide through fastened panel over 15/32"thick plywood or 7. thltic OSB Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 1I.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/-52.5 Evaluation Reports Other:Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE Evaluation Re0ortC1999 11.1)df 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 EvaluationikeoortC1999 12.0f 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/-120.9 Evaluation Reports Other:Uplift load of 120.9 psf @ fastener spacing of 24"o.c.for FL7271 R3 AE EvaluationReoortCi999 12.odf Fastener Pattern 1.Uplift load of 85.8 psf @ fastener spacing of 24"o.c. Created by Independent Third Party:Yes 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 EvaluationRePortC1999 13.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/-150 Evaluation Reports Other:Uplift load of 150 psf in 19/32"thick plywood for Fastener FL7271 R3 AE EvaluationReoortC1999 13.0d Pattern 2 1 Created by Independent Third Party:Yes 7271.6 Advantage-Lok II Min 26 ga.,16"wide concealed fastened panel over 7/16"thick OSB& 1V32"&thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 14.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/-112.5 Evaluation Reports Other:Uplift load of 52.5 psf @ fastener spacing of 6"o.c.and uplift FL7271 R3 AE EvaluationReoortC1999 14.odf load of 112.5 psf @ fastener spacing of 6"o.c.with structural sealant. I 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 EvaluationReoortC1999 15.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.In 15/32" FL7271 R3 AE Evaluation ReoortC1999 15.odf plywood.Uplift load of 97.5 psf @ fastener spacing of 6"o.c.with Created by Independent Third Party:Yes 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 jMasterRIb 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 EvaluationReoortCi999 16.0df Approved for use outside HVHZ:Yes Verified By:Baia 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.and 114.3 FL7271 R3 AE Evaluation ReoortC1999 116.odf psf @ fastener spacing of 24"o.c. Created by Independent Third Party:Yes 7271.9 MasterRlb Min 29 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 EvaluatlonReportC1999 17.9df 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.&113.1 psf FL7271 R3 AE EvaluationReoortCi999 17.odf @ fastener spacing of 12"o.c. Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvtEeYw06E10... 11/14/2016 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 EvaluationRenortC1999 1B.Ddf Approved for use outside HVHZ:Yes Verified By:Baia Sockatingam 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 18.1)df Created by Inde endent 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 EvaluationReoortC1999 19.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/-114 Evaluation Reports Other:Uplift load of 71 psf for Fastener Pattern 1&114 psf for Fastener FL7271 R3 AE EvaluationReDortC1999 19.odf 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 EvaluationReDOrtC1999 20.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/-116.0 Evaluation Reports Other:Uplift load of 71.0 psf @ clip spacing of 36"o.c.and 116.0 psf @ FL727i R3 AE EValuatlonReo0rtC1999 20.1)df clips acing of 12"D.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 EvaluationReDOrtC1999 21.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/-52.5 Evaluation Reports Other:Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReoortC1999 21 odf Created by Independent Third Party:Yes 7271.14 SL175 Min 24 ga.,max 16"wide snap-tock standing seam metal panel over metal deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReoortC1999 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 86.0 psf @ FL7271 R3 AE EvaluationReoortC1999 22 odf clip spacing of 12"o.c. Created by Independent Third Party:Yes RE Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 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 a-mall 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 45S,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: _Ckti. M Credit Cara Safe http://www.Roridabuilding.org/pr/1)r_app_d-tl.aspx9i param=wGEVXQwtDgvtEeYw06E10... 11/14/2016 t EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA.5V PANEL' i FLORIDA BUILDING CODE 5TH EDITION(2014) FLORIDA PRODUCT APPROVAL FL 7271.2-R3 ROOFING METAL ROOFING k E i Prepared For: Union Corrugating Coinpany r P.O.Box 229 4- Fayetteville,NC 28302 Telephone: (910)483-0479 Fax: (910)483-8897 r Prepared By: Bala Sockalingam,Ph.D.,P.E. ii Florida Professional Engineer#62240 t 1216 N Lansing Ave., Suite C Tulsa,OK 74106 Telephone: (918) 492-5992 FAX: (866)366-1543 4 This report consists of Evaluation Report(2 Pages including cover) s Installation Details (1 Page) �� SOCK,1 '4 ;.• NO 62240 •••� � w , _w Report No. C1999-10 t O'; STAT ` Date: 3.20.15 g of ••lv�; . �'•,l 4 •,��ss O a o •\ ems. °L �.2d,2dl�r PANEL FASTENER #9-15 OR #10-14 WOOD SCREW WITH WASHER UNDERLAYMENT PLYWOOD DECKING (MIN 15/32" THICK) PANEL FASTENER FASTENER PATTERN @ EAVE, RIDGE 8c VALLEY #9-15 OR #10-14 WOOD SCREW WITH WASHER " o; N UNDERLAYMENT PLYWOOD DECKING 3 (MIN 15/32 THICK) a s FASTENER PATTERN @ INTERMEDIATE LOCATIONS > ALLOWABLE UPLIFT PRESSURE U, FASTENER PRESSURE SPACING (PSF) (IN) „ 12 66.3 12„ _I �-- dz� 1/2" 5R4� v 24" 5V Panel Profile o3/-19-20J15 Min 26 Gauge, Minimum Yield = 80 KSI Sheet No. rL /L l 1.L-itJ Op C1999-10 3.20.15 Page 2 of 2 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. 3/4" 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: 66.3 psf @ fastener spacing of 12" o.c. (Factor of Safety=2) Panel Attachment: #9-15 or#10-14 x long wood screw with washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". At panel ends @ max 6" o.c. across panel width At intermediate @ max 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with UL580-94 `Uplift Resistance of Roof Assemblies' & UL1897-98 `Uplift Tests for Roof Covering 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 product is not approved for use in the High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FSC 2014 Section 1505 and current approved roofing materials directory or ASTM E1081UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580/UL1897 Test Report Farabaugh Engineering and Testing Inc Project No. T187-06, Reporting Date 7/25/06 Planning & Development Services Building&Code Regulation Division COUNTY 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit# I, _�3TnzyCf � (cY/ C/ , licensed as �n)Contractor* ngineer/Architect (Please print name&circle licensetype) *FS468 Building Inspector *General,Building,Residential or Roofing Contractor or any individual certified under 468 F.S.to make such an inspection. On'or about `( (57—6� I did personally inspect the roof deck nailing (Date) work at: S-,-W f{rc c5�, t P (Job site address) Based upon that examination I have determined the installation was done according to the current edition of the FI a Existin Building Code Section 611 or the product approval submitted (whichever is most strig Signature and Seal License# STATE OF FLORIDA COUNTY OF S AAXG ,\ \ Sworn to and subscribed before me this �� day of 20 6 by;S}e C-Ns3ce--A v Al Who is personally known to me or"w'ho has produced t. 1DL- as identification. Notary Public,Stat f Florida , 1 Signature of Notary Commission Number: IS�its�1�1 D MP t4#GG 123 •iis' •. RIEGNENS MY CO $10.DeWm� ,6.1121 En 01/19/2011 e o � uN publleUndernrftK