The URL can be used to link to this page

Home My WebLink AboutReviewed, Union 5V (1)811012020 Florida Building Code Online .:, MEMOIR - • ate_- ,,, Business ►ProfessionalRegulation ��- 6Ci5 Home 1 Log in I User Registration Hot Topics Submit Surcharge Staffs &Facts Publications . Contact Us i BCiS Site Map Links Search I F! ri�a '� Product Approval USER: Public User w Product Approval Menu , . -_ i,-,:,, -._ --. -- n -. .._ __........ n APpiicatiop Detail FL # FL7271-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer UN10N CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 813-2432 rbl a ke@ u n ioncorru gating . com Authorized Signature Randy Blake rblake@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 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 09/07/2027 Validated By Yoosef Lavi, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Cade FL7271 R4 COI C rtificateInd penden ee.pdf Standard ASTM E1592 FM 4470 TAS 125 UL 1897 UL 580 Year 2005 2012 2003 2012 2006 https:l/www.floridabuilding.org/prlpr app_dd.aspx?param=wGEVXQwtDgvtEeYwG6EIOYS5GItK5ln7OEwmIeISGVY%3d 1/3 811012020 Florida BuiVng Code Online Product Approval Method Method 1 Option D Date Submitted 08/23/2017 Date Validated 08/28/2017 Date Pending FBC Approval 09/03/2017 Date Approved 12/12/2017 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 R4 II FvaluationReportC2174 i.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/-129.25 Evaluation Reports Other: Uplift load of 129.25 psf @ fastener spacing of 24" o.c. FL7271 R4 AE EvaluatlonReportC2174 1.pdf 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 R4 11 EvaluationRegortC2174 2.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Design Pressure: +N/A/-66.3 I Other: Uplift load of 66.3 pSf @ fastener spacing of 12" o.c. Created by Independent Third Party: Yes Evaluation Reports FL7271 R4 AE EvaluationReportC2174 2_.pdf Created by Independent Third Party: Yes 7271.3 5V Min 26 ga-r 24" wide through fastened panel over 19/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R4 II EvaluationReportC2174 3.pdf 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. FL7271 R4 AE EvaluationReportC2174 3.pdf 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" ox. for Fastener Pattern 2. 5V 7271.4 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 FL727L R4 II EvaluatianReportC2174 4.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 R4 AE EvaluationReportC2174 4.W Created by independent Third Party: Yes 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 R4 II EvaluationRepo rtC217a 5 p-Of 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 F1.7271 R4 AF EvaluationReportC2174 5.pdf Fastener Pattern 2 Created by Independent Third Party: Yes 7271.6 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 R4 II EvaluationReportC2174 6.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 R4 AE EvdluaVonReportC2174 6.pdf for Fastener Pattern 2 Created by Independent Third Party: Yes hitps:llwww.fioridabuilding.vrg/prlpr_app_dtl.aspx?param=wGEVXQwtDgvtEeYwO6EIOYS5GitK51n70Ewm9 eISGVY%3d 213 8/10/2020 Florida Building Code Online 7271.7 MasterRib Min 29 ga., 36" wide through fastened panel over 15/32" thick i plywood E Limits of Use Installation Instructions Approved for use in HVHZ; No FL7271 R4 II Evalua ionReportC2174 7.pdf Approved for use outside HVHZ: Yes Verified By: Sala 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 56.0 psf @ fastener spacing of 24" o.c. & F1_7271 R4 AE EvaluationReporLC2174 7.pdf 113A psf @ fastener spacing of 12" o.c. Created by Independent Third Party: Yes 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 R4 II EvaluatiQnReportC2174 8.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. F1_7271 R4 AE EvaluationReportC2174 S.pdf and 114.3 psf @ fastener spacing of 24" o.c. Created by Independent Third Party: Yes 7271.9 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 R4 II EvaluationRepnrtC2174 9.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 1 Impact Resistant: N/A Design Pressure: +N/A/-116.0 Created by Independent Third Party: Yes Other. Uplift load Evaluation Reports of 71.0 psf @ clip spacing of 36" o.c. and 116.0 @ clip spacing 12" FL7271 R4 AE EygluationReportC2174 9.pdf psf of o.c. Created by Independent Third Party: Yes 7271.10 SL175 Min 24 ga., max 16" wide snap -lock standing seam metal panel over metal deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R4 II Evaluation Repo rtC2174 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/-86.0 Evaluation Reports Other: Uplift load of 63.5 psf @ clip spacing of 36" o.c. and FL7271 R4 AE Eva IuationReportQ174 10.pdf 86.0 psf @ clip spacing of 12" o.c. Created by independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. _Q right 2007-2013 State pf Florida.:: Privary 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 .all to this entity. Instead, contact the office by phone or by tradttional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.27S(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: check Credit Card Safe hips://www,floridabuilding.orglprlpr_app_dtl.aspx?paramwwGFVXQMDgvtEeYwo6FlOYS5GltK5ln7OEwrnleISGVY%3d 3/3 EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA. 5V PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 7271.2-114 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. 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) Installation Details (1 Page) Report No. C2174-2 Date: 8.23.2017 �-� GY'AUNG,4 'ire �a O «. a « to � = OF .�3,2c, FL 7271.2-R4 C2174-2 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 Gaivalume 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 2017_ Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1 Slope: 1/2:12 or greater in accordance with FBC 2017 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' & UL 1897-98 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 580-94 comply with test procedures prescribed in UL 580-06. The test procedures in UL 1897-98 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. This evaluation report is not applicable 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. FL 7271.2-R4 C2 t 74-2 8.23.2017 Page 3 of 3 Supporting Documents: UL580/UL1897 Test Report Farabaugh Engineering and Testing Inc. Project No. T187-06, Reporting Date 7/25/06 U3�91eddr 4mL-M 46 }Y3 0 0 43XJ31n ZO£8d ax '3�AA3ILilTi ti Z SLOT—e4—F woau�pgws -W! 15 9NIM Hinos lOL aLro amx 3NON 3irss ��CI�Q� 4 0 � a u "a, a rL „a "4 munnaw g{lw(I I z Ilf Fal S N cl Ln 02 z U O I W ry V) W W cp ry L W z _ LLLJ C? z_ N cn n r cn j Q ti 3 I J I I C? c7 1 ^� N u J c 1