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Home My WebLink AboutPermit Revision FL7271_R5_II_5V iYl 0`2 - Professional ' . � d r BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications Contact Us BCIS Site Map Links Search bpr Product Approval��" USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF THE FL# FL7271-R5 SFCRETARY Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301 (910)813-2432 rblake@unioncorrugating.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 FL7271 R5 COI CertificateIndependence.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1592 2005 FM 4470 2016 TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/10/2020 Date Validated 10/12/2020 Date Pending FBC Approval 10/22/2020 Date Approved 12/15/2020 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 R5 II Eva I uation ReportC2400 1.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 R5 AE Eva I uation ReportC2400 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 19/32"thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R5 II Eva I uation ReportC2400 2.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 R5 AE Eva I uation ReportC2400 2.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"o.c. for Fastener Pattern 2. 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 R5 II Eva I uation ReportC2400 3.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 R5 AE Eva I uation ReportC2400 3.pdf Created by Independent Third Party: Yes 7271.4 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 R5 II Eva I uation ReportC2400 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/-150 Evaluation Reports Other: Uplift load of 150 psf in 19/32"thick plywood for FL7271 R5 AE Eva I uation ReportC2400 4.pdf Fastener Pattern 2 Created by Independent Third Party: Yes 7271.5 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 R5 II Eva I uation ReportC2400 5.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 R5 AE Eva I uation ReportC2400 5.pdf for Fastener Pattern 2 Created by Independent Third Party: Yes 7271.6 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 FL7271 R5 II Eva I uation ReportC2400 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/-113.1 Evaluation Reports Other: Uplift load of 56.0 psf @ fastener spacing of 24"o.c. & FL7271 R5 AE Eva I uation ReportC2400 6.pdf 113.1 psf @ fastener spacing of 12"o.c. Created by Independent Third Party: Yes 7271.7 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 R5 II Eva I uation ReportC2400 7.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 R5 AE Eva I uation ReportC2400 7.pdf and 114.3 psf @ fastener spacing of 24"o.c. Created by Independent Third Party: Yes 7271.8 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 R5 II Eva I uation ReportC2400 8.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 R5 AE Eva I uation ReportC2400 8.pdf 116.0 psf @ clip spacing of 12"D.C. Created by Independent Third Party: Yes 7271.9 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 R5 II Eva I uation ReportC2400 9.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 R5 AE Eva I uation ReportC2400 9.pdf 86.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party: Yes Back Next 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 atatement::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 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: ® a ® Credit Card Safe EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA. 5V PANEL' FLORIDA BUILDING CODE 7TH EDITION (2020) FLORIDA PRODUCT APPROVAL FL 7271.2-R5 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 (2 Pages) SpGKALI/V No 62240 ^c� Report No. C2400-2 ST ATE O F 44.1 Date: 10.9.2020 ',gyp°•., P 0 P'•�� kFE w.9a „`'i et G •ct. 2-C3 -2-C-) FL 7271.2-R5 C2400-2 10.9.2020 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). Corrosion resistant as per FBC 2020 Section 1507.4.3. Deck Description: Min. 19/32" 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 2020. Underlayment: Minimum underlayment as per FBC 2020 Section 1507.4.5.1 Slope: 1/2:12 or greater in accordance with FBC 2020 Section 1507.4.2 Design Uplift Pressure: (Factor of Safety=2) Fastener pattern 1 120.9 psf at fastener spacing of 24" o.c. Fastener pattern 2 85.8 psf at fastener spacing of 24" o.c. 113.1 psf at fastener spacing of 12" o.c. Panel Attachment: Fastener pattern 1 #9-15 or #10-14 x 1.5" long wood screw with washer. Fasteners are corrosion resistant as per FBC 2020 Section 1507.4.4. 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. Fasteners are corrosion resistant as per FBC 2020 Section 1507.4.4. 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 2020 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2020 Section 1609 or ASCE 7-16 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 FL 7271.2-R5 C2400-2 10.9.2020 Page 3 of 3 Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2020 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: 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 DRAWN BY: CHECKED BY: PANEL OVERLAP Bs. PLOT: DAIS: � 3/19/t5 PANEL FASTENER ROOF PANEL SEE DETAIL 2 SEE DETAIL WPND LOADACING TABLE ALLOWABLE - THIS SHEET THIS SHEET u u u - u u u u D DECK ATTACHMENT AND u UNDERLAYMENT SHALL BE INSTALLED SUPPORTS MUST BE PANEL FASTENER AS PER MANUFACTURER'S INSTALLATION DESIGNED AND INSTALLED SPACING PER ALLOWABLE GUIDELINES BY OTHERS WIND LOAD TABLE MIN. 2X_ WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. TYPICAL PANEL INSTALLATION X—SECTION g wc" ALLOWABLE UPLIFT PRESSURE Z "o� #9-15 OR #10-14 X 1.5" LONG FASTENER PATTERN 1 Z �oo' WOOD SCREW WITH WASHER FASTENER PRESSURE ¢ z N SPACING (PSF) j (IN) YLL Do MIN 26 GA. PANEL v o w 24 120.9 Z ~rn p Lu Z Q a s Ld a UNDERLAYMENT PLYWOOD o 19/32" THICK (MIN.) xa J DETAIL 1 w GENERAL NOTES > Z Z C,° 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE g FLORIDA BUILDING CODE (FBC). v #9-15 OR #10-14 X 2. ROOF PANELS ARE SHALL BE MINIMUM 26 GA. EFFECTIVE COVERING WIDTH - <u) 1.5" LONG WOOD SCREW OF PANEL = 24". _ g WITH WASHER 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS o� 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 RESPONSIBILITY OF OTHERS. UNDERLAYMENT PLYWOOD DETAIL 2 19/32" THICK (MIN.) oRnwwc No. Rev. c2aoo-2 SHEET N0. OF 2 DRAWN BY: CHECKED BY: PANEL OVERLAP Bs. PLOT: DAIS: 3/19/t5 PANEL FASTENER ROOF PANEL SEE DETAIL 4 SEE DETAIL 3 SPACING PER ALLOWABLE �SHEET 2 SHEET 2 WIND LOAD TABLE u u n UNDER AYMENT SHALL BE INSTALLED DECK ATTACHMENT AND AS PER MANUFACTURER'S INSTALLATION SUPPORTS MUST GUIDELINES DESIGNED AND INSTT ALLED zo BY OTHERS MIN. 2X_ WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. TYPICAL PANEL INSTALLATION X—SECTION FASTENER PATTERN 2 ALLOWABLE UPLIFT PRESSURE o wDo Z No, #9-15 OR #10-14 X 2" LONG FASTENER PRESSURE ~ co 0 N WOOD SCREW WITH WASHER SPACING (PSF) j oz I (IN) Y�Do MIN 26 GA. PANEL 24 85 S c�i v w CD z ��rn g ow 12 113.1 z r,Q s lal a UNDERLAYMENT PLYWOOD 19/32" THICK (MIN.) J a - DETAIL 3 w #9-15 OR #10-14 X 2" LONG p WOOD SCREW WITH WASHER <� 0 MIN 26 GA. PANEL 5 1� 31 UNDERLAYMENT PLYWOOD D ETAI L 4 19/32" THICK (MIN.) oRnwwc No. Rev C2400-2 SHEET N0. 2 OF 2