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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code On'- -.. Page 1 of 3 SCANNED 1�t x BY MN t t r t St. Lucie County BCIS Home Log In i User Registration Hot Topics 1 Submit Surcharge i Slats & Facts i Publications 1 FBC Staff I BCIS Site Map L d b or ;t. I ,Product Approval "r, �'? USER: Public User ak-5..^.aa{tty Product Approval Menu > Product or Application Search > Application List > Application Detail D - FL # FL9555-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 0 UNION CORRUGATING COMPANY 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 483-0479 Ext 256 jstleby@unioncorugating.com John Stieby jstleby@unioncorrugating.com Structural Components Roof Deck Evaluation Report from a Florida Registered Architect or a Licen Professional Engineer 2 Evaluation Report - Hardcopy Received Bala Sockalingam PE-62240 Keystone Certifications, Inc. 12/31/2020 Yoosef Lavi, P.E. ® Validation Checklist - Hardcopy Received FL9555 R3 COI CertificateIndeoendence.odf Standard Year ASTM E1592 2001 FM 4470 1992 UL 580 1994 Florida Licensed Professional Engineer or Architect FL9555 R3 Eeuiv TestEauivalent C1999 3T7.odf FL9555 R3 Eouiv TestEauivalent C1999 8.ndf http://www.floridabuilding.org/pr/pi_app_dtl. aspx?param=wGEVXQwtDq... 12/ 19/2016 Florida Building Code Or` -- Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 03/23/2015 03/24/2015 03/29/2015 06/23/2015 Summary of Products FL # _ Model, Number or Name Description �3555.1 SV Panel 29 ga., 24" wide, throT gh fastened panel over woad Limits of Use s Installation Instructions Approved for use in HVHZ: No FL9555 R3 II EvaluationReoortC1999 3.0 Verified By: Bala Sockalingam PE 62240 Approved for use outside HVHZ: Yes 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 R3 AE EvaluationReoortC1999 3 odf Created by Independent Third Party: Yes 9555.2 MasterRib Panel 26 ga., 36" wide, through fastened panel over steel Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R3 II EvaluationReoortC1999 4 odf Verified By: Bala Sockalingam PE 62240 Approved for use outside HVHZ: Yes 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 R3 AE EvaluationReoortC1999 4.odf FL9555 R3 AE LSC1999 4.odf Created by Independent Third Party: Yes 9555.3 MasterRib Panel 29 ga., 36" wide, through fastened panel over steel Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R3 Ii EvaluationReoortC1999 5.odf Verified By: Bala Sockalingam PE 62240 Approved for use outside HVHZ: Yes 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 R3 AE EvaluationReoortC1999 5 odf FL9555 R3 AE LSC1999 5 odf 48" o.c. Created by Independent Third Party: Yes 9555.4 MasterRib Panel 29 ga., 36" wide, through fastened panel over woad Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R3 II EvaluationReportC1999 6 odf Verified By: Bala Sockalingam PE 62240 Approved for use outside HVHZ: Yes 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 R3 AE EvaluationReportC1999 6 odf FL9555 R3 AE LSC1999 6.odf 48" o.c. Created by Independent Third Party: Yes 9555.5 MasterRib Panel 29 ga., 36" wide, through fastened panel over nom. wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R3 II EvaluationReoortC1999 7.odf Verified By: Bala Sockalingam PE 62240 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-138.9 Evaluation Reports Other: Uplift load of 138.9 psf @ support spacing of 24" o.c. FL9555 R3 AE EvaluationReoortC1999 7 odf Created by Independent Third Party: Yes 9555.6 PER Panel 26 ga., 36" wide, through fastened panel over steel Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R3 II EvaluationReoortC1999 8 odf Verified By: Bala Sockalingam PE 62240 Approved for use outside HVHZ: Yes 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 @ support spacing of 60.187" o.c. FL9555 R3 AE EvaluationReportC1999 8 odf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDq... 12/19/2016 EVALUATION REPORT OF UNION CORRUGATING COMPANY `29 GA. 5V PANEL' OVER WOOD SUPPORTS FLORIDA BUILDING CODE 5Tn EDITION (2014) FLORIDA PRODUCT APPROVAL FL 9555.1-R3 STRUCTURAL COMPONENTS ROOF DECK Prepared For: Union Corrugating Company P. O. Box 229 Fayetteville, NC 28302 Telephone: (910)483-0479 Fax: (910)483-8897 Prepared By: Bala Sockalingacn, Ph.D.,P.E. Florida Professional Engineer 462240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (2 Pages including cover) Installation Details (1 Page) T� Z.LAO •. # m: No 6 Report No. C1999-3 Date: 3.20.2015 FL 9555.1-R3 C1999-3 3.20.2015 Page 2 of 2 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 2014 Section 1507.4.2 Design Uplift Pressure: 70.25 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) (3 or more spans) Panel Attachment: 49-15 or #10-14 x 1-1/2" long wood screws with washer At panel ends @ 12" o.c. across panel width 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'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 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 2014 Section 1505 and current approved roofing materials directory for fire ratings of this product. Supporting Documents: ASTM E1592 Test Report Farabaugh Engineering and Testing Inc Project No. T246-06, Revised Reporting Date 1lM06_ FM 4470 Test Report ENCON Technology Inc C1583-3, Reporting Date 7/24/08 12' FASTENER PATTERN SUPPORT SPACING = 24" O.C. ALLOWABLE UPLIFT PRESSURE = 70.25 24' 5V Panel Profile Minimum 29 Gauge, Minimum Yield = 80 KSI PSF NOM. 1" X 4" (MIN) SYP UNTREATED (DESIGN BY OTHERS) 1/ 2�T 1 OF / Sheet Nt t Florida Building Code Ou" Page 3 of 3 Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FIL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refun Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records reques electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.13E Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department x address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public ri not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To dE are a licensee under Chapter 455, F.S., please click hUC _. Product Approval Accepts: "Cor Credit Card Safe http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDq... 12/ 19/2016