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Home My WebLink AboutPRODUCT APPROVAL - ROOF DECK - 9-26-18I : M 1/9/2018 Florida Building Code Online SCIS-Home Log In User Registration Hat Topics Submit Surcharge Stats & Facts Publications j FBC Staff BCIS SRe Map ! Links Search Product Approval Mora USER! Public User Product Approval Menu > Product or Apolimtion Search > Aooilcatlon Ust > Application Detail • ' +• FL # FL9555-114 Application Type Code Version Revision 2017�UI�� Application Status Approved o Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301 (910)483-0479 Ext256 jstleby@unioncorrugating.com Authorized Signature John Stieby jstleby@unioncorrugating.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email ® on L ei c , Category Structural Components I--4 Q Subcategory Roof Deck LLJ U o LLJ r-1 U Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida �G Professional Engineer I Evaluation Report - Hardcopy Received i- Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida LJcense PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/07/2027 Validated By Yoosef Lavl, 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 FL9555 R4 COI Certificatelndeoendence.odf Standard ASTM E1592 FM 4470 Year 2005 2012 113 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 08/23/2017 08/28/2017 09/09/2017 12/12/2017 FL # Model, Number or Name Description 9555.1 5V Panel 29 ga., 24" wide, through fastened panel over wood supports Limits of Use Installation Instructions Approved for use In HVHZ: No FL9555 R4 II EvaluationReoortC2172 1.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/-70.25 Evaluation Reports Other: Uplift load of 70.25 psf @ support spacing of 24" o.c. FL9555 R4 AE EvaluationReoortC2172 1.odf Created by Independent Third Party: Yes 9555.2 MasterRib Panel 26 ga., 36" wide, through fastened panel over steel supports Limits Use Installation Instructions overt for use in HVHZ: No Approved for use outside HVHZ: Yes FL9555 R4 II EvaluationReoortC2172 2.adf Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-47.2 Evaluation Reports Other: Uplift load of 47.2 psf @ support spacing of 60" o.c. FL9555 R4 AE EvaluationReoortC2172 2 odf Created by Independent Third Party: Yes 9555.3 MasterRib Panel 29 ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL 9555 R4 II Evaluation ReoortC2 172 3.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +27.1/-37.7 Evaluation Reports Other: Design load of 27.1 & -37.7 psf at support spacing of FL9555 R4 AE EvaluatlonReoortC2172 3.odf 48" o.c. Created by Independent Third Party: Yes 9555.4 MasterRib Panel 29 ga., 36" wide, through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II Evaluation Repo rtC2172 4.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: +27.1/-36.2 Evaluation Reports Other: Design load of 27.1 & -36.2 psf at support spacing of FL9555 R4 AE Eva luationReoortC2172 4.odf 48" o.c. Created by Independent Third Party: Yes 9555.5 MasterRib Panel 29 ga., 36" wide, through fastened panel over nom. i" x 4" wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL9555 R4 II Eva luationReoortC2172 5.odf Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-138.9 Other: Uplift load of 138.9 psf @ support spacing of 24" o.c. Evaluation Reports FL9555 R4 AE EvaluationReoortC2172 5.odf Created by Independent Third Party: Yes 9555.6 PBR Panel Min. 26 ga., 36" wide, through fastened roof panel over open steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluationReoortC2172 6.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: +96/-163 Evaluation Reports Other: Design loads of 96 & -163 psf at support spacing of FL9555 R4 AE EvaluationReoortC2172 6.odf 20" 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/EED employer. Coovriaht 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 e-mall address released In response to a public -records request, do not send electronic i.om/or/or aoD dU.asox7Daram=wGEVXQwtDatvOROQkZA5RE8EOaziUdl7ntuFlu2iC5s%3d 2/3 1l9l2018 Florida Building Code Online mall to this entity. Instead, contact the office by phone or by traditional mall. 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 emalls provided may be used for oMdal 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. Tb determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit Card Safe httpsJ/ww,w.floridabuilding.org/prlpi app_dtl.aspx7param=wGEVXQwtDgtvOROQkZA5RE8EOgziUdi7ntuFlu2jC5s°/a3d 3/3 I ' , I EVALUATION REPORT OF UNION CORRUGATING COMPANY `29 GA. 5V PANEL' OVER WOOD SUPPORTS FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 9555.1-R4 STRUCTURAL COMPONENTS ROOF DECK I Prepared For: Union Corrugating Company P. O. Box 229 Fayetteville, NC 28302 Telephone: (910) 483-0479 Fax: (910) 483-8897 I 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. C2172-1 Date: 8.20.2017 y,ta390o06VI1;sl" GYALr;VQ J'.,LU No p oCGm OF O PL 0C? FL 9555.1-R4 C2172-1 8.20.2017 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 29 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Support Description: Nom. V x 4" (min) lumber (Southern Yellow Pine Untreated) (Must be designed by others) Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: 70.25 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) (3 or more spans) j Panel Attachment: #9-15 or #10-14 x 1-1/2" long wood screws with washer At panel ends @ 12" o.c. across panel width j At intermediate @ 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with ASTM E1592-01 `Test ! Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference' and FM 4470 Section 5.5 `Resistance to Foot Traffic'. j Test Equivalency: The test procedure in ASTM E1592-01 comply with test procedure j prescribed in ASTM E1592-05(2012). The test procedure in FM 4470 (1992) comply with test procedure j prescribed in FM 4470 (2012). Code Compliance: Product Limitations: I The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. 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 support spacing listed herein shall not be exceeded. The design uplift pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional Engineer. 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 FBC 2017 Section 1505 and current approved roofing materials directory for fire ratings of this product. I I FL 9555.1-R4 C2172-1 8.20.2017 Page 3 of 3 Supporting Documents: ASTM E1592 Test Report Farabaugh Engineering and,Testing Inc Project No. T246-06, Revised Reporting Date 11/7/06 I FM 4470 Test Report ENCON Technology Inc C1583-3, Reporting Date 7/24/08 I I i I I I PANEL FASTENER #9-15 OR #10-14 X 1.5" LONG WOOD SCREWS @ MAX 12" O.C. p a FASTENER PATTERN NOM. X (MIN) a SYP UNTREATED ,� + SUPPORT SPACING = 24" O.C. (DESIGN BY OTHERS) Q ALLOWABLE UPLIFT PRESSURE = 70.25 PSF oil a, 12' Id 24• E a z2v 5V Panel Profile oK Minimum 29 Gouge, Minimum Yield - 80 KSI U� i=to-mta % tr Sheet No.