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Home My WebLink AboutAPPROVED 5v metal noa 2020 codeProfessionalBusiness & Regulation BCIS Home Log To User Registration Hot Topics i Submit SArcharge I Stats & Facts Public Oons Contact ils BCIS Site Map Links Seel rh bpr h Product Approval USER: i=abrc user Product Auproval Menu > Product or A liration Search > huoiieaHon List > Application Uetai[ FL # FL20484-R2 Application Type Revision Code Version 2020 Application Status Approved Comments Archived i—i Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 813-2432 rbla ke@unioncorrugating.com Authorized Signature Randy Blake rblake@u nioncorrugating,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 Bala Sockalingam 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. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL20484 R2 COI Cerfficatelridependence.ladf Standard FM 4470 TAS 125 UL 1897 UL 580 Year 2016 2003 2012 2006 https:llwww.floridabuilding-orglprlpr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 1 /12/2021 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/10/2020 10/12/2020 10/22/2020 12/16/2020 FL # I Model, Number or blame I Description 20484.1 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 FL20464 R2 II EvaluationRenortC2401 1.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 52240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-169 Evaluation Reports Other: Uplift load of 7 1. 0 psf @ fastener spacing of 24" o.c. FL20484 R2 AE EvaluationReoortC2401 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" thick OSB & 15/32" & thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R2 II EvaluationRe ortC2401 2. 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/-131.5 Evaluation Reports Other: Maximum uplift load of 131.5 psf @ seam fastener FL20484 R2 AF Eva luationReportC2401 2.pdf 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 R2 II Evaluation ReoortC240I 3.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/-93.5 Evaluation Reports Other. Uplift load of 22.5 psf at fastener spacing of 18.5" FL20484 R2 AE EvaluationReoortC2401 3.pdf o.c. and 86.0 psf at fastener spacing of 4.63" o.c. in 15132" 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 adhesive in 15/32" plywood. 20484.4 Aluminum SL150 Max 16" wide, nom 0.032" thick (min.) aluminum snap -lock standing seam metat 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 R2 II FvaluationReportC2401 4 odf Approved for use outside HVHZ: Yes Verified By: Baia 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 R2 AF FvaluationReportC2401 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 adhesive 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 Approved for use in HVHZ: No FL20484 R2 II Evaluation ReportC24015.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/--124 Evaluation Reports Other: Uplift load of 56.0 psf @ fastener spacing of 24" o.c. FL20484 R2 AE EvaluationeportC2401 5.odF & 124.0 psf @ fastener spacing of 6" o.c. Created by Independent Third Party: Yes 20484.E 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 F1.20484 R2 11 EvaluationRepartC2401 6.odf 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 load of 56 psf for Fastening System 1. Uplift FL20484 R2 AF EvaluationRe ortC2401 6.ji,df load of 88.5 psf for Fastening System 2. Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/Pr_app_dtl.aspx?pararn—wGEVXQwtDgsJ9a49YAgXJ... 1 /12/2021 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 FL20484 R2 11 EvaluationReportC2401 7.1)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/-124 Evaluation Reports Other: Maximum uplift load of 124 psf @ clip spacing of 6" FL20484 R2 AE EvaluationReoortC2401 7.pdf o.c. with 180 seam, self -adhering membrane and fixed clip. Created by Independent Third Party: Yes 20484.8 7P311 or R Panel Mtn 26 ga., 36" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R2 1I Evaluation Re ortC2401 df Approved for use outside HVHZ: Yes Verified By: Bala 5ockalingam 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 R2 AE EvaluationReportC2401 8.odf and 161.5 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 20484.9 SL175 Max 18" wide, min 24 ga., snap -lock standing seam metal panel over 15132" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No 1`1_20484 R2 11 EvaluationReportC2401 9.odf 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 39.8 psf @ clip spacing of 36" o.c. and FL20484 R2 AE FvaluationReportC2401 9.odf 78.5 psf @ clip spacing of 8" o.c with felt. Uplift toad of 93.5 Created by Independent Third Party: Yes psf @ clip spacing of 12" o.c. with self -adhering membrane. Sack Next Contact Us 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Convrieht 2007-2013 State of Florida.:: Privacy Statement Accessibility Statement :: Refund State_mert 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 its€i. 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 he made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ® ® gig Credit Card Safe https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 1 /12/2021 EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA. 5V PANEL' FLORIDA BUILDING CODE 7TH EDITION (2020) FLORIDA PRODUCT APPROVAL FL 20484.1-R2 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) Load Span Table (1 Page) Report No. C2401-1 Date: 10.10.2020 aS�,C'KA L�IVQ 6- g �l0 622 � OF 1 Q• FL 20484.1-R2 C2401-1 10.10.2020 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. 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 2020. New Underlayment: Minimum Underlayment as per FBC 2020 Section 1507.4.5.1. Required for new construction. Existing Underlayment: One layer of asphalt shingles over one layer of 430 felt. For reroofing (Optional) construction only. Slope: 112:12 or greater in accordance with FBC 2020 Section 1507.4.2 Design Uplift Pressure: 71.0 psf at fastener spacing of 24" o.c. (Factor of Safety = 2) 169.0 psf at fastener spacing of 6" o.c. Panel Attachment: #10-15 x 2" long wood screw with washer. Fasteners are corrosion resistant as per FBC 2020 Section 1507.4.4. 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 Minimum fastener length of 1.5" for new construction. For existing construction, fastener shall be of sufficient length to penetrate through the deck a minimum of 318". Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & U1,1897-04 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 1897-04 comply with test procedures prescribed in UL 1897-12. 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 FL 20484.1-R2 C2401-1 10.10.2020 Page 3 of 3 design. The maximum fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Union load span table. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NQA for use of this product in High 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: UL580 & UL1897 Test Reports Farabaugh Engineering and Testing Inc. Project No. T197-16, Reporting Date 5/12/16 PANEL OVERLAP NEW UNOERIAYMENT PANEL FASTENER ROOF PANEL SEE DETAIL 2 SEE DETAIL ) SPACING PER ALLOWABLE UPLIFT PER TABLE EXISTING DNQERLAYMEM EXISTING SHINGLES (OPTIONAL) (OPTIONAL) e DECK ATTACHMENT AND PLYWOOD SDpppgTS MUST BE 15/32 THICK (MIN.) DESIGNED AND INSTALLED BY OTHERS �....� � TRU55 AT M.AX. 24" O.C. 010-15 X 2" LONG WOOD SCREW WITH WASHER NEW UNDERLAYVENT EXISTING UNDERLAYMENT (OPTIMAL) DETAIL 1 P0-15 X 2" LONG WOOD SCREW WITH WASHER NEW UNDERLAYMENT EXISTING UNDERLAYMENT.— v (OPTIONAL) DETAIL 2 TYPICAL PANEL INSTALLATION X-SECTION 26 GA. PANEL EXISTING SHINGLES (OPTIONAL) PLYWOOD 15/32" THICK (MIN.) a Sm GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE - FLORIDA BUILDING CODE (FBC). - 2. ROOF PANELS SHALL BE MINIMUM 26 GA. EFFECTIVE COVERING WIDTH OF� PANEL = 24'. 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS MIN 26 GA. PANEL SPECIHLD ON THIS ➢RAWING. Q_ REQUIRED DESIGN WIND LOADS SHALL 8E DETERMINED FOR EACH PROJECT. TM15 PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOAO TABLE. 5. ALL FASTENER5 MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM EXISTING SHINGLES OF TH15 DRAWIST NG E. THE CODE SHALL D (OPTIONAL) 6. RAFTERS/JOISTS/TRUSSES MUUIREMENTS BE O TO WITHSTAND WIND LOAD'SL AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. PLYWOOD 15/32" THICK (MIN.) UNION CORRUGATING COMPANY 5V Panel Uplift Loads (Min 26 ga.) Description Fastener Spacing along Panel Length (in) Allowable Uplift Lead (psf) Coverage width, 24" Panel Fasteners #10-15 hex head screws with sealed washer Panel fasteners spaced at 12" o.c. across panel width through ribs. 6 169.0 158.1 147.2 S 10 12 136.3 121.7 - 14 T 16 106.5 94.7 18 20 85.2 22 77.5 24 71.0 Notes: I. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Report FL 20484.1 and Union current installation procedure. 1216 N Lansing Ave., Suite C Tulsa, Ok 74106 918 492 5992 �GCKA E',v. 'Fa tee' �,P-.,G� N S�`�'•:4��`�� No 62240 .! ��•� STATE OF 10. %O .2012.0 Bala Sockalingam. Ph.D., P.E. FL 62240