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Home My WebLink AboutPRODUCT APPROVAL - ROOF DECK1/9/2018 \ Florida Building Code Online r a BCIS Home I Login User Registration Hot Topics Submit Surcharge i Stats & Fads ( Publications ! FBC Staff I BCIS Site Map, I Links i aSearch, F Florida id,11%, nl .. Product Approval 4y; USER: Public User Product Approval Menu > Product or ADDlication Search > Application List > Application Detail FL # FL9555-114 Application Type Revision Code Version 2017 Application Status Approved o, /f Comments C1, Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301 (910)483-0479 Ext256 jstieby@unioncorrugating.com Authorized Signature John Stieby jstieby@unioncorrugating.com 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 Structural Components Roof Deck Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Bala Sockalingam PE-62240 Keystone Certifications, Inc. 09/07/2027 Yoosef Lavi, P.E. v Validation Checklist - Hardcopy Received FL9555 R4 COI CertificateIndenendence.Ddf Standard Year ASTM E1592 2005 FM 4470 2012 hftps://www.flo�idabuildinq.orq/i)r/Dr aoo dtl.aSDx?Daram=wGEVXOwtDatvOROOkZA5RE8EOaziUdl7ntuFlu2iCtis%3d 1/1 i 1/9/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Prndur_te 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 EvaluationReDortC2172 1.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes De ' ressure: +N/A/-70.25 Evaluation Reports ther: Up ift load of 70.25 psf @ support spacing of 24" o.c. FL9555 R4 AE EvaluationReDOrtC2172 i.odf Created by Independent Third Party: Yes 9555.2 MasterRib Panel 26 ga., 36" wide, through fastened panel over steel supports Limit o se Installation Instructions owed for use in HVHZ: No FL9555 R4 II EvaluationReoortC2172 2.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/-47.2 Evaluation Reports Other: Uplift load of 47.2 psf @ support spacing of 60" o.c. FL9555 R4 AE EvaluationReDOrtC2172 2.Ddf 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 FL9555 R4 II EvaluationReDortC2172 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 EvaluationReportC2172 3.Ddf 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 EvaluationReoortC2172 4.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/-36.2 Evaluation Reports Other: Design load of 27.1 & -36.2 psf at support spacing of FL9555 R4 AE EvaluationReoortC2172 4.odf 48" ox, Created by Independent Third Party: Yes 9555.5 MasterRib Panel 29 ga., 36" wide, through fastened panel over nom. 1" x 4" wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluationReportC2172 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/-138.9 Evaluation Reports Other: Uplift load of 138.9 psf @ support spacing of 24" o.c. FL9555 R4 AE EvaluationReDOrtC2172 5.0f 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 EvaluationReDOrtC2172 6.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Design Pressure: +96/-163 Created by Independent Third Party: Yes Evaluation Reports Other: Design loads of 96 & -163 psf at support spacing of 20" o.c. FL9555 R4 AE Eva IuationReportC2172 6.Ddf Created by Independent Third Party: Yes Sack 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 Statement :: 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 https://www.flolidabuildina.orci/Dr/Dr aDD dtl.asox?Daram=wGEVXOwtDotvORC)Ok7A5RFRFnn7iilril7ntiiFlii9i(`5cp/.Irl IM 1/9/2018 Florida Building Code Online mail to this entity. Insteaa, con tact the office by phone or Illy 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 f 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: W� ® eCFEck IM Credit Card Safe https://www.floridabuildino.ora/Dr/Dr aoD dtl.asox?Daram=wGEVXOwtDntv()RCXJk7A5RFRFnn7ilirli7ntiiFlii9ir.rcO/'Iri zit EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA. MASTERRIB PANEL' OVER STEEL SUPPORTS FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 9555.2-R4 STRUCTURAL COMPONENTS ROOF DECK 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. C2172-2 Date: 8.20.2017 Qa��aaaaace� �90®°OGKALIN(3 Poe ee� 5.••.N S E '••l�, °°e d ;cso JA A � �� Doti 8 FL 9555.2-R4 C2172-2 8.20.2017 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: MasterRib Panel Panel Description: 36" wide coverage with 3/4" high ribs at 9" o.c. Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Support Description: Min 16 ga., 50 ksi steel. (Must be designed by others) Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: 47.2 psf @ maximum support spacing of 60" o.c. (Factor of Safety = 2) Support Attachment: #12-14 x V long self -drilling screws with washers At end supports @ 3.5"-5.5"-3.5" o.c. across panel width At intermediate supports @ 9" o.c. across panel width Sidelap Attachment: 1/4"-14 x 7/8" long SDS with washer @ 30" o.c. 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'. Test Equivalency: The test procedure in ASTM E1592-01 comply with test procedure prescribed in ASTM E1592-05(2012). The test procedure in FM 4470 (1992) comply with test procedure prescribed in FM 4470 (2012). 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 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 or based on Union Corrugating load span table. 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. FL 9555.2-R4 C2172-2 8.20.2017 Page 3 of 3 Supporting Documents: ASTM E1592 Test Reports Farabaugh Engineering and Testing Inc. Project No. T163-06, Reporting Date 6/7/06 FM 4470 Test Report ENCON Technology Inc. j C1583-2, Reporting Date 7/24/08 a INTERIOR SUPPORTS MIN 16 GA. STEEL - (DESIGNED BY OTHERS) END SUPPORTS MIN 16 GA. STEEL - (DESIGNED BY OTHERS) MASTERRIB PANEL MIN 16 GA. STEEL - (DESIGNED BY OTHERS) /— PANEL FASTENER / ® 9" O.C. PANEL FASTENER 3.5"-5.5"-3.5" O.C. SEE PANEL SIDELAP DETAIL jMASTERRIB �� PANEL MASTERRIB PANEL TYPICAL PANEL INSTALLATION X—SECTION PANEL FASTENER O 9" O.C. SIDELAP FASTENER MASTERRIB PANEL 1/4"-14 SOS WITH WASHER ® 30" O.C. PANEL FASTENER 12-14 x 1" LONG DS WITH WASHER MIN 16 GA. STEEL (DESIGNED BY OTHERS) PANEL SIDELAP SIDELAP FASTENER ® 30" O.C. MAX 60" O.C. (SEE LOAD SPAN TABLE FOR ALLOWABLE LOADS AND SPANS) SECTION VIEW SIDELAP FASTENER ® 30" O.C. SIDELAP FASTENER 30" O.C. PANEL FASTENER 3.5"-5.5"-3.5" O.C. GENERAL NOTES: 1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH OF PANEL = 36". 3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS 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 DESIGN LOADS. 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. SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 7. PANELS MAY SPAN BETWEEN EAVE TO RIDGE SUPPORTS OR RAKE TO RAKE SUPPORTS. OF UNION CORRUGATING COMPANY MasterRib Roof Panel 36" wide, 26 ga. (min) Steel Panel over Steel Supports Span Condition Loading Type Allowable Load (psf) Support Spacing (ft) 1.50 1.75 2.00 2.50 3.00 3.50 4.00 4.50 5.00 Two Span Uplift 138.3 118.5 103.7 83.0 69.2 59.3 51.9 46.1 37.7 Three Span Uplift 157.2 134.7 117.9 94.3 78.6 67.4 58.9 52.4 47.2 jFour or More Spans Uplift 151.3 129.6 113.4 90.8 75.6 64.8 56.7 50.4 44.1 Notes: 1. Allowable load for each condition is the smallest load calculated based on fastener capacity, panel strength and and deflection limit of L/180. Allowable loads are calculated for minimum 26 ga. panel. 2. The wind load is taken as 0.7 times the "component and cladding" loads for the purpose of determining deflection limit. 31: The panel allowable properties are determined from full scale ASTM E1592 tests at 5' 0" span 4. The panel fasteners are #12-14 x 1" long self drilling screws with washers. Fastener spacing across panel width is 9.0" o.c. in the interior supports and 3.5"-5.5"-3.5" o.c. at panel ends. 51. Sidelap fasteners are 1/4"-14 x 7/8" long self drilling screws with washer at 30" o.c. 61. Steel supports are minimum 16 ga. All supports must be designed to resist all loads imposed on the panel. 71 The panels may span from eave to ridge or rake to rake. 8: Panels must be installed as per Evaluation Report FL 9555.2 and Union current installation procedure. 1216 N Lansing Ave., Suite C Tulsa, OK 74106 918192 5992 -a. -2o. 2c3 tr7 Bala Sockalingam, Ph.D., P.E. PE 62240