The URL can be used to link to this page

Home My WebLink AboutProduct Approval w'-ra lit— Florida Departmentof BCIS Home I Log In I User Registration Hot Topics Submit Surcharge I Stats&Facts I Publications FBC Staff I BCIS Site Map I Links I Seam I Busines � - Professi�r-YaI ' LL .�,�USER:ProductApproval User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail N! 11 f' o FL# FL9487-R4 �� Application Type Revision 13 2016 Code Version 2014 Application Status Approved PERMITTING St. Lucie County, FL Comments Archived Product Manufacturer Tarco Roofing Address/Phone/Email One Information Way Suite 225 Little Rock,AR 72202 (254) 913-7750 smohseen@tarcoroofing.com Authorized Signature Shaik Mohseen smohseen@tarcoroofing.com Technical Representative Shaik Mohseen Address/Phone/Email 2403 Taylors Valley Road Belton,TX 76513 (254) 913-7750 smohseen@tarcoroofing.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System 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 Robert J.M. Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/13/2017 Validated By John W. Knezevich, PE f' Validation Checklist- Hardcopy Received Certificate of Independence FL9487 R4 COI 2015 01 COI Nieminen.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM D226 2006 ASTM D6163 2000 ASTM D6164 2005 FM 4470 1992 FM 4474 2004 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D I Date Submitted 12/17/2015 Date Validated 12/17/2015 Date Pending FBC Approval 12/21/2015 Date Approved 02/10/2016 Summary of Products FL* Model,Number or Name Description 9487.1 LeakBarrier EasyStick Modified Self-Adhering Modified Bitumen Roof Systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL9487 R4 II 2015 12 FINAL Al ER TARCO MODBIT SBS FL9487- Approved for use outside HVHZ:Yes R4.Ddf Impact Resistant: N/A Verified By: Robert J.M. Nieminen PE- 59166 Design Pressure: +N/A/-135 Created by Independent Third Party: Yes Other: 1.)The design pressure in this application Evaluation Reports relates to one particular assembly over concrete deck. FL9487 R4 AE 2015 12 FINAL ER TARCO MODBIT SBS FL9487- Refer to the ER Appendix for other systems and deck R4.Ddf types. 2.) Refer to ER, Section 5 for other Limits of Created by Independent Third Party:Yes Use. Back Next Contact Us:: 1940 North Monroe Street,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 mail to this entity.Instead,contact the office by phone or by traditional mail.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 be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ech�ck rj SCCUrlt�3ll:TitlCti TRINITY ERD APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT REsISTANCE Table Deck Application Type Description Page 1A Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 2 16 Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 2 1C-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 2 1C-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 3 1D Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 3 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: Wood Deck: OMG#12 or#14 HD with OMG 3 in.Galvalume Steel Plate or Tru-Fast DP or HD with MP-3 Plates. Minimum%-inch plywood penetration or minimum 1-inch wood plank embedment. 3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite or gypsum-based roof board that meets the CW requirements of F.A.C.Rule 61G20- 3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. 4. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements. S. For assemblies where all components are fully adhered,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted. 6. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. 7. For existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124. S. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design,U.C.d/b/a Trinity ERD Evaluation Report T39820.12.11-R2 for FL9487-R4 •Certificate of Authorization#9503 Revision 2:12/17/2015 �,Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 3