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Home My WebLink AboutAPPROVED metal union 2019 Business • ii ! ' Regulation rg Mira BCIS Home Log In User Registration Hot Topics ! Submit Surcharge Stats&Facts Publications Contact Us BCYS Site Map Links Search b3 � , Product Approval ��` USER:public User 94 Product Approval Menu>Product or Application Search>Application LisY>Application Detail FL# FL20484-Rl Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETTEVILLE,NC 28301 (910)483-0479 Ext756 jstieby@unioncorrugating.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 ... 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 FL20484 RI COI Certificatelnde endence. df Referenced Standard and Year(of Standard) Standard Year FM 4470 2012 TAS 125 2003 UL1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code hops://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgX... 10/12/2019 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 08/23/2017 Date Validated 08/28/2017 Date Pending FBC Approval 09/01/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 20484A 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 FL20484 RI II EvaluationReuortC2175 1 DdF Approved for use outside HVHZ:Yes Verified By: Sala Sockalingam,P.E.62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-169 Evaluation Reports Other: Uplift load of 71.0 psf @ fastener spacing of 24"o.c. FL20484 R1 AF Evaluation ReportC2175 1 odf &169.0 psf @ fastener spacing of 6"o.c. Created by Independent Third Party:Yes 20434.2 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 RS iI @valuationReoortC2175 2 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/-116 Evaluation Reports Other: Maximum uplift load of 116.0 psf @ seam fastener FL20484 Rl AE EvaluaUunReoortC2175 2 odf 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. 20464.3 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 R1 II Eva€uatipnReportC2175 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 R1 AE EvaluationRenort 2175 3 pdf o.c.and 86.0 psf at fastener spacing of 4.63"o.c.in 15/32" 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 structural sealant in I5/32" plywood. 20484.4 Aluminum SL150 Max 15"wide,nom 0.032"thick(min.)aluminum snap-lock standing seam metal panel over min 15132"thick plywood deck or 7116"thick OSB Limits of Use Installation Instructions Approved for use in HVHZ:No FL20484 R1 II Eva ivationRenortC2175 4 odf Approved for use outside FIVHZ:Yes Verified By: Bala 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 R1 AE EvaluatlonReportC2175 4 Ddf 78.5 psf at clip spacing of 6"o.c.in 15/32"plywood or 7116" Created by Independent Third Party: Yes OSB.Uplift load of 86.0 psf at clip spacing of 6"O.C.with structural sealant 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 RI II FvaluatlonReportC2175 5 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/-124 Evaluation Reports Other:Uplift load of 56.0 psf @ fastener spacing of 24"o.c. FL20484 R1 AE Eva luationReoortC2175 5.odf &124.0 psf @ fastener spacing of 6"a.c. Created by Independent Third Party:Yes 20484.6 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 FL20484 R1 I1 EvaluaticnReaortC2175 5 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 R1 AF EvaluationReoortC2175 6.pdf load of 88.5 psf for Fastening System 2. Created by Independent Third Party:Yes https://www.floridabuilding.orWpr/pr_app_dtl.aspx?parain=wGEVXQwtDgsJ9a49YAgX... 10/12/2019 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 R1 11 EvaluationReportC2175 7,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: Maximum uplift load of 124 psf @ clip spacing of 6" FL20484 R1 AE EvaluationRe ortC2175 7.12df o.c.with 180 seam,self-adhering membrane and fixed clip. Created by Independent Third Party:Yes 20484.8 PBR or R Panel Min 26 ga.,36"wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL20484 R1 II Eva luationRe ortC2175 8.Of 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/-161.5 Evaluation Reports Other:Uplift load of 30.0 psf at fastener spacing of 48"u.c. FL20484 R1 AE FvaluationReportC2175 8.Ddf 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 15/32"thick plywood Limits of Use installation Instructions Approved for use in HVHZ:No FL20484 R1 II EvaluationReuortC2175 9.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 39.8 psf @ clip spacing of 36"o.c.and FL20484 R1 AE EvaluationRe ortC2175 9. df 78,5 psf @ clip spacing of 8"o.c with felt. Uplift load of 93.5 Created by Independent Third Party:Yes psf @ clip spacing of 12"o.c.with self-adhering membrane. i Next Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO empleyer.Coovduht 2007-2013 State of Florida :u Privacy Statement::Actess-bOty Statement::Refund Statement Under Florida law,email addresses are public records.It 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.Ifyou have any questions,please contact 050.487.1395.'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 deterrnine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: momICI zct«r Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgX_.. 10/12/2019 EVALUATION IMPORT OF UNION CORRUGATING COMPANY '26 GA. 5V PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 20484.1-R1 ROOFING METAL ROOFING Prepared For: Union Corrugating Company 701 S. Ding St. Fayetteville, NC 28301 Telephone: (910) 483-0479 Fax: (910) 483-1091 Prepared Bv: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer#62240 1216 N Lansing Ave., Suite C Tulsa, OIL 74106 Telephone: (918) 492-5992 FAX: (866) 366-1.543 This report consists of Evaluation Deport (3 Pages including cover) Installation Details (1 Page) ��?��Gr��8 Load Spars Table (I Page) ��° LP �:s1y m ° ` . F Report No. C2175-1 = Date: 8.23,2017 FL 20484.1-RI C2175-1 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 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 2017. New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Required for new construction. Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt. For reroofing (Optional) construction only. Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: 71.0 psf @ fastener spacing of 24" o.c. (Factor of Safety=2) 169.0 psf @ fastener spacing of 6" o.c. Panel Attachment: #10-15 x 2" long wood screw with washer 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 Test Standards: Roof assembly tested in accordance with LL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `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 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. 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 FL 20484,1-RI C2175-1 8.23.2017 Page 3 of 3 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 2017 Section 1505 and current approved roofing materials directory or ASTM EI UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580 & UL1897 Test Reports Farabaugh Engineering and Testing Inc. 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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. LING�$ fe® ° •S a� G ,Z m a LU cg - `•. O. 1216 N Lansing Ave.,Suite C �. 'Y' t _`' Bala SockaLingam,Ph.D.,P.E. Tulsa,Ok 74106 FL 62240 918 492 5992 3 '