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Home My WebLink AboutPRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEMvko� pn sza� rra;gw 0q. - da BCIS Home i Log in i User Registration ; Hot Topics ; Submit Surcharge I State & Facts i • Publications 1 FSC Staff i SCIS SU Mal roduct Approval USER: Public User Product Aporovei Menu > Product or Aoolicatiort8earch > Application List > Application Detail . tt r• F �� .._ ��l.��u12a c— Application Type Revision ST. LUCIE COUNTY BUILDING DIVISION UNMe.i®R, 20:.7: REVIEWED FOR COMPLIANCE Application Status Approved REVIE D B DATE - PLANS AND PERMI MUST BE K ON JOB Comments �' SITE OR' NO INSPECTION(S) WILL BE MADE Archived I i Pro uct aiacturer ! xri, .uii �N1at ale Group; LLG Ad tees/Phone/Email PO Box 70 Rutherford, N3 07070 (800) 516-1485 david.ruiz@trlbuiltmg.com Authorized Signature ! David Ru12 david.ruiz"builtr PLANS AND ALL PROPOSED WOF i ARE SUBJECT TO ANY CORRECTIONS Technical Representative David Ruiz REQUIRED BY FIELD INSPECTORS THAT Address/Phone/Email I 250 Route 17 NortflAY� pBE NECESSARY IN ORDER TO East Rutherford, N 073 LY WITH ALL APPLICABLE CODES (201) 842-2449 david.ruiz@tribuiltmatertaisgroup.com Quality Assurance Representative Address/Phone/Emall aCe"I WAN- w R' - — �-. Compliance Method C Richard Schurman 9050 Louisiana Street Merrillville, IN 46410 rlch.schurman@allledbuilding.com Roo ed�8itu�nen.Rcof 5,y'a�t'e� Evaluation Report from a Florida Registered Architect or i Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida Ucense PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/06/2018 Validated By Sohn W. Knezevlch, PE Validation Checklist - Hardcopy Received Certificate of Independence df B FL16Q27 R2 C0I 2017 01 COI Nleminen.o J FILE Cop• CONCEALED FASTENERS OR ATTACHMENTS ARE THE. RESPONSIBILfiY OF THE CONTRACTOR OR RECORD Referenced Standard and'. = (of Standard) IStandard ASTM D6163 j ASTM D6164 i FM 4470 FM 4474 Equivalence of Product Standards i Certified By 1 I Sections from the Code I II Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 09/30/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 FL * I Model, Number or Name I Description Yes 200 201 z01 201 201 16027.1 TRI-BUILT Modified Bitumen Roof SBS and APP modified bitumen roof systems Systems Limits of Use Installation Instructions Approved for use In HVHZ: No I FL160V R2 II 17 02 FINAL Al ER TRI Approved for use outside HVHZ: Yes BUILT MODBIT FL16027-R2.odf Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressures +N/A/-622.5 Created by Independent Third Party: Yes Otheri 1.) The Design Pressure noted In this application refers Evaluation Reports to one system. Refer to ER Appendix for all systems and max, FL16027 R2 AE 2017 09 FINAL ER TRI design pressures. 2.) Refer to ER Section 5 for Limits of Use: BUILT MODBIT FL16027-R2.odf Created by Independent Third Party: Yes &grit ltiftlxl Contact Us :: 2601 Blair stone eRoad, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/REO employer. Copyright 2007-2023 State of Florida.:: Privacy Statement :: Accessibility Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a publlc•records request, mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850AS7.1395. sPt 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department with an emal one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not Me address, please provide the Department wfth an email address which can be made available to the public. To determine If you are a licensee un please click h2L. Product Approval Accepts: .Ct'�dit Cafd. , I { �\4 TR1NiTY = ERD Table : Deck Application Two Description Pala IA-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet Banded Insulation, Bonded Roof Cover 4 .IA-2 Wood New, Reroof (Fearer Or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof [over 5 18 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 iC Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded•Roof Cover 6' 1D Wood New, Reroof (fear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6 1E-1 Wood New or Reroof (Tear -Off) E Non -insulated, Mich. Attached Base Sheet Bonded Roof Cover 7 1E-2 Wood New, Remof (fear -Off) or Recover E Non -insulated, Mech. Attached Base Sheet Bonded Roof Cover 8 IF Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 8 2A Steel or Structural concrete New, Reroof (Year -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9 28 Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 9 2C Steel or Structural concrete New, Rerc of (Tear -Of) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10 3A Str=Wral concrete New or Reroof (Tear -Olaf) A-1 Bonded Insulation, Bonded Roof Cover 11-14 36 Structural concrete New or Reroof (Tear -OM F Non -Insulated, Bonded Roof Cover 14 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 15-16 4B LWIC New or Reroof (fear -Off) A-2 Meth. Attached Anchor Sheet Bonded Insulation, Bonded Roof Cover 16 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 17-19 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 20 SB CWF - - - - - New, Reroof (fear -Of) or Recover A-2 Mech. Attached Anchor Sheet Bonded Insulation, Bonded Roof Cover 21 SC CWF New, Reroof (tear -Off or Recover-- -- - _ _B- Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22 51) CWF New, Reroof (tear -Off) or Recover C Medi Attached dnsutatlon,.8onded Roof Cover 22 5E CWF New, Reroof (Tear -Off) or Recover E Non -insulated, Mech. Attached Base Sheet Bonded Roof Cover — - _ _ _ 22 6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover — 23-- - - 6B Gypsum, New, Reroof (fear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 24 } 6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 24 613 Gypsum New, Reroof (Tear -Off) or Recover E Non -insulated, Mech. Attached Base Sheet Bonded Roof Cover 24 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 25-26 7B Various Recover F Non -Insulated, Bonded Base Sheet Bonded Roof Cover 26 The foRawina notes amply to the systems outlined herein; 1. Tlie 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 Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement ➢ Wood: Minimum 0.754ndh penetration. D Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ➢ Structural concrete: Minimum 14nch embedment into pilot hole in accordance with fastener manufacturees published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perldte, gypsum -based roof board or mineral -wool roof board that meets the QA 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. Exterior Research and Design, LLC d/b/a TrinityjERD Evaluation Report A42970.10.tZ-R2 for Ff16027-RZ ,r Certificate of Authorization 49503 6'"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2:09/25/2017 Prepared by: Robert Nieminen, PE-59166 TR14UILT Modified Bitumen Roof Systems, (B00) 316-148S Appendix 1, Page i of 26 TRIN TY F�a Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D {mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be In accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM toss Prevention Data Sheet 1-29 (January 2016). Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. D HA (HA): Full coverage at 25-30lbs/square. Y Dow INSTA ST1K Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to I -inch wide ribbons,l2-inch o.c. _•la Mllfennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-Inch wide ribbons,l2-inch o.c. Y OMG OlyBond SOD (06500): Continuous 0.7S to 1-inch wide ribbons, 12-inch o.c. (PaoeCart or SpotShot). Nate: Oly&wd Green maybe used where 01y8ond SW is referenced. D OlyBond Classic (OB Classic): Full coverage at 1 gal/square. t a iCP Adhesive &Sealants CR-20: Continuous 2.5-3.5•inch wide ribbons, 12-inch o.c i D Note: When multiple layers(s) of Insulation and%r coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from foyer -to -layer a distance ofone-haljthe ribbon spacing. ' D Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-hay'the specified ribbons spacing. Unless otherwise noted, all Insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MOP) limitations. in no case shall these values be used to 'Inc ease' the MOP listings in the tables; rather V MOP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a dropdn for the equivalent thicker material listed in the table: D Millennium One Step Foamable Adhesive (M-OSFA): MOP -157.5 psf (Min. 0.5-inch thick) f 0 OMG OlyBond SOO (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) D OMG OlyBond 500 (0B500): MDP -187.5 psf "(Min.0.5-Inch thick iso 95+G1.) OMG OlyBond SOO (08500): MOP -315.0 psf (Min. 0.5-Inch thick ENRGV 3) D OMG OlyBond SOD (06500)i - - --- - _ _ MDP -487.5 psf (Min. O.S-inch thick ACFoam 11) D ICP Adhesive & Sealants CR-20: MDP -117.5 psf (Min. L04nch thick) 8. Bonded potyisokyanurate Insulation boards.shall be maximum 4 x 4 ft. 9. 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 ANSi/SPRI WDl, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-291January 2016) for Zone 2/3 enhancements. 10. For fully bonded assemblies, 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. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawn{ 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 ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shag 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 Authority. Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TA5124. 13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 14. Lightweight Insulating Concrete (LWC) shag be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC Is referenced, refer to current LWC Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point L Ertterho- Research and Design. I.I.C. d/b/a Trin1ty1ERO Evaluation Report A42970.10.1.2-R2 for FL16027-R2 Certificate of Authorization ft9503 6h" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (Bt10) 516-1465 Appendix 1, Page 2 of 26 TRINRYiEkD 15. Unless noted, refer to the following references for bonded base, ply or cap sheet applications. Oil. Reference Laver Material Application BP -AA Base Ply FBC Approved ASTM 04601, Type 11 HAatzo4olbs/square Ply FBC Approved ASTM 02178, Type IV or VI (Base and Ply sheets, Asphalt -Applied) SOS -AA Cap Ply TdBuiltSBSGranular HA at 20-40 lbs/square (SBS, Asphalt -Applied) SBS-TA Cap Pb/ TriBuilt SBS Granular. Torch -Applied (SOS, Torch -Applied) SOS -SA Owe Ply TriBuilt SA SBS Base %f-Adhering Cap Ply TriBuilt SA SB5 Cap 1[58S, Self-AdherIng) APP TA I Base Ply or Ply TriBuilt APP Smooth Torch Applied Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular {APP, Torch -Applied) APP-SA Cap Ply TriBuilt SA APP Cap n Self-AdherIg (APP,Self-Adhering) 16. Vipor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The fesserofthe MOP listings below vs. those In Table 3A Option # pritner Vapor Barrier Vapor Insulation Adhesive MDP, Type Attach VB-1. ASTM D41 TriBulit SA SBS Base Self -Adhering Inta-Stik or CR-20, 12-inch o.c. -6D.0 VB-2. ASTM D41 TriBuilt SA SIBS Up Self -Adhering Insta-Stik 12-Inch o.c. -75.0 VB-3. ASTM D41 TriBulit SA SBS Cap Self -Adhering Millennium One Step Foarnable Adhesive. 12-inch c.c. -157.5 VBA ASTM D41 TriBuilt SA SBS Cap Self -Adhering CR-20, 12-Inch o.c. -270.0 VB-5. ASTM D41 TriBuilt SA SBS Base Self -Adhering I Millennium One Step Foarnable Adhesive, Millennium PG-1 Pump Grade Adhesive, Olygond 500 or CR-20,22-Inch o.c. -290.0 17. Wns; Deck shall be fieWprimed with PGIOO prior to self -adhering membrane application. Refer to tables herein for other priming requirements. is. MOP" =Maximum Design Pressure Is the result of testing for wind load resistance based an allowable wind loads. Refer to:FI3C 1609 for determination of design wind loads. Exterior Research and Design, LL.C. dib/2 Trinity I ERD Evaluation Report A42970.10.12-RZ for EL16027-RZ Certificate of Authorization 89503 6' EDITION (2017) FBC NON-WHZ EVALUATION Revision 2:09/25/2017 Prepared by: Robert ITterninen, PE-59166 'FR14UILT modified Bitumen Roof Systems, (800) S16-1485 Appendix 1, Page 3 of 26