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Home My WebLink AboutPRODUCT APPROVAL - ROOFING - MODIFIED BITUMEN ROOFG 1/15/201 I Florida Building Code Online k BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats & Facts I Publications FBC Staff BCIS Site Map ! Links Search `Product Approval -USER: Public User Product Approval Menu > Product 17 or Application Search > Application Ust > Application Detail FL # FL16027-R2 16 Application Type Revision ST. LUCIE COUNTY BUILDIN Code Version SrANNED 2017 REVIEWED FOR COMPLIANC � Application Status �� Approved REVIE D DATE - eb00 PLANS AND PERMIT MUST BE PT N JOB Comments SITE OR NO INSPECTIONS) VyjWBE MADE Archived lw Product Manufacturer Tri-Built Materials Group, LLC Address/Phone/Email PO Box 70 F85 ILECopyRutherford, Rutherford,4 D707D N 0707g.com (800.ruiz@ datherf rib Authorized Signature David Ruiz david.ruiz@tribuiltmg.com THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THATMAY Technical Representative David Ruiz BE NECESSARY IN ORDER TO Address/Phone/Email 250 Route 17 North COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTS East Rutherford, NJ 07073 ARE THE RESPONSIBILITY OF THE (201) 842-2449 CONTRACTOR OR RECQRIa david.ruiz@tribuiltmaterialsgroup.com Quality Assurance Representative C Richard Schurman Address/Phone/Email 9050 Louisiana Street Merrillville, IN 46410 rich.schurman@alliedbuilding.com 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 Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/06/2018 Validated By John W. Knezevich, PE == Validation Checklist -Hardcopy Received Certificate of Independence FL16027 R2 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 FM 4470 2012 FM 4474 2011 Equivalence of Product Standards i.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtFPmdYiNDWrxtft9YUwvp/o2fLXRbpak6f2jJGiyowhtbu4Q°/p3d°/p3d 1/2. 1/15/2018', Florida Building Code Online Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved . Summary of Products Method 1 Option D 09/25/2017 09/30/2017 10/08/2017 12/12/2017 FL # Model. Number or Name Description 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 FL16027 R2 II 2017 09 FINAL Al ER TRI- Approved for use outside HVHZ: Yes BUILT MODBIT FL16027-R2.Ddf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes other: 1.) The Design Pressure noted in this application Evaluation Reports refers to one system. Refer to ER Appendix for all systems and FL16027 R2 AE 2017 09 FINAL ER TRI- max. design pressures. 2.) Refer to ER Section 5 for Limits of BUILT MODBIT FL16027-R2.Ddf Use. Created by Independent Third Party: Yes Sack Mext 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 mail 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 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: _. 97010 - . org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrxtft9YUwv%2fLXRbpak6f2jJGiyowhtbu4Q%3d%3d 2/2 i ,..w Y 5 Table 0 deck Application Type IDq TAUNI'TY14ERD, a "-I y.4x....f7 ffi ""a � dt j "Yi',. . , _ �. .:H ,,�`� a F� ,.�✓14. Description Page 1A-1 vaod New or Remof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 IA-2 `Vaud New, Reroof (fear -Off) or Recover A-2 Mech. Attached Anchor5heet, Bonded Insulation, Bonded Roof Cover 5 1B VYood New Reroof (Tear -Off) or Recover 8 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 1C SYood New Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover _ 6 1D Yood New Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6 1E-1 ood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7 lE-2 Wood New Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8 ( IF--- ood _New.or Reroof.(Tear-Off) -- F Non -Insulated, Bonded Roof Cover !i 8 2A eel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9 2B (:eel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 9 2C feel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10 3A Itructural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 11-14 38 ructural concrete New or Reroof (Tear -Off) F Non -Insulated Bonded Roof Cover 14 4A WIC New or Reroof (Tear -Off) A-1 Bonded insulation, Bonded Roof Cover 15-16 4B IC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 16 4C N11C New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 17-19 SB YYF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 21 Sc F New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top insulation, Bonded Roof Cover 22 SD •, VF New, Reroof (Tear -Oft) or Recover C Mech. Attached Insulation, Bonded Roof Cover 22 SE F New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 22 6A I psum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 23 6B psum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 24 6C • psum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 24 6D psum New, Reroof (Tear-Off1 or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 24 7A arious Recover A-1 Bonded Insulation, Bonded Roof Cover 25-26 78 Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 26 The foilowln (notes a olv to the systems outlined herein: 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. 1. The roo Load re stance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulati / base sheet fasteners shall be of sufficient length for the following deck engagement: i W od: Minimum 0.75-Inch penetration. 'r St Minimum 0.75-inch penetration and engage the top flute of the steel deck. i St Iel: pctural concrete: Minimum 1-Inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the OA requirei ents 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 Deslgn,LLC. d/b/a Trinity(ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of uthorization k9503 6' EDITION )2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: obert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516.1485 Appendix 1, Page 1 of 26 sheet 11Y tRo 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 :eners 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 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 documentation. S. PrelimAry insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless{herwise 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. Y H ' (HA): Full coverage at 25-30 Ibs/square. i Dow INSTA STIK Quik Set Insulation Adhesive (0-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. Y M I ennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-Inch o.c. O G Oly6ond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: 01yBond Green maybe used where OlyBond 500 is referenced. i 01 Mond Classic (OB Classic): Full coverage at 1 gal/square. ➢ IC Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. > Nie: When multiple loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from foyer -to -layer a distance of one-half the ribbon spacing. D N e: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless athervilse 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 I " essure (MOP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MOP listing below meets or exceeds that listed for a particular system in the tables, then the thin er board listed below may be used as a drop -in forthe equivalent thicker material listed In the table: i' M'I ennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) Y O G OlyBond 500 (013500): MOP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) O ; G OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GL) 'i Of OlyBond 500 (08500): MDP -315.0 psf (Min. 0.5-Inch thick ENRGY 3) Y O G 0 yBand 500 (OB500): MDP -487.5 psf (Min. 0.5-Inch thick ACFoam II) Y ICIG Adhesive & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick) S. Bonded 1polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For me hanically 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 �6, 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 WD1, FM Loss Prevent on 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 Prevent on Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. For full onded 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 mei hanically 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 minimu requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For exis ng 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 sys m (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/SP I IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Rei:4.r 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) shall 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 riot referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LW over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Rese�rch and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of uthorization #9503 6Te EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: obert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 2 of 26 15. Unless ierwise noted, refer to the following references for bonded base, ply or cap sheet applications. rrl .�ABLE I ;j'RI UI TRonF oUSRs *��5, Reference Layer Material Application BP-AA1 Base Ply FBC Approved ASTM D4601, Type II HA at 20-4016s/square Ply FBC Approved ASTM D2178, Type IV or VI (Base nd Ply sheets, Asphalt -Applied) SBS-A Cap Ply TriBuilt SBS Granular HA at 20-40lbs/square (SBS,Asphalt-Applied) SBS-T Cap Ply TriBuilt SBS Granular Torch -Applied (SBS, prch-Applied) 5135-S �(505, Q35se Ply TriBuilt SA 5B5 Base Self -Add hating _ if -Adhering) Cap Ply TriBuilt SA SBS Cap APP-T Base Ply or Ply TriBuilt APP Smooth —' Torch -Applied Cap Ply TriBullt APP Smooth, TriBuilt APP Granular (APP, arch -Applied) APP-S Cap Ply TriBuilt SA APP Cap Self -Adhering (APP, self -Adhering) 16. Vapor 4llarrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MOP listings below vs, those in Table 3A ..ue III ''U...{NER�iP'II,UN$rTtZ<icfUR4C4uGi't'EAEptApNEltepfN"S(iifTlON.4k'g" Optlo I. # Primer AB ,,",»t .: ,,�` .'wz ,. Vapor Bawler ''`'«:r„<..++L''K « $�. Insulation Adhesive MOP (psf) Type Attach VB- ASTM D41 TriBullt SA SBS Base Self -Adhering Inta-Stik or CR-20,12-inch o.c. -60.0 VS- ASTM D41 TriBuilt SA SBS Cap Self -Adhering Insta-Stile, 12-inch o.c. -75.0 VB- ASTM D41 TriBuilt SA SBS Cap Self -Adhering Millennium One Step Foamable Adhesive, 12-inch o.c. -157.5 VB ASTM D41 TriBuilt SA SBS Cap Self -Adhering CR-20,12-Inch o.c. -270.0 VB- ASTM D41 TriBuiit SA SBS Base Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20, 12-Inch O.C. 290 0 17. Dens D k shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. 18. "MDP" Maximum Design Pressure is the result of testing for wind load resistance based an allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Res arch and Design, LLC. d/b/a Trinity)ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6Te EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: �obert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516.1495 Appendix 1, Page 3 of 26 M ,s sAe> E z usfo " alcs rol avcontsraucna tEat�o�,at>�3 at icav�R�' 'b 3 e.,3 � ,.y. ,..,..,E •.. 1zET TYP$: Al,fPiSLi IyCi3ANi i#Y CH�EB}SE1EBt �ft?Ei}RCTUPOVER„�'.. ay .�..... �.� _�.�',��,..., _ -�. �„ .. _ _ r, Base Sheet Roof Cover (Note 35) MDP System No. Deck (Note 1) Base Fasteners Attach Base Ply Cap Ply (Ps fl In. 19/32-inch Polyglass Elastobase, Polyglass Elastobase OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch (Optional) One or SBS-AA, SBS- W-1 II�' plywood at max. Poly, Polyglass Base, CerBase Roofgrip #14, Dekfast Hex with Dekfast #14 o.c. in two, equally spaced, staggered more BP -AA or TA, APP-TA -52.5 4-inch spans � o Pa Pl 28, T, Firestone MB Base, AF LAS #7 Ply 28, Tamko Glass Base or GAFGLAS #75 or TruFast MP-3 with TruFast HD center rows APP TA in. 19/32-inch Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast #14 or TruFast MP- 12-inch o.c. in 4-inch lap and 12-inch o.c. in two, equally spaced, staggered OAe or more SBS- SBS-SA, APP- SA, SBS-TA or -52.5• W-2 lywood at max. 4-Inch spans Elastobase Poly with poly top surface 3 with TruFast HD center rows APP-TA W-3 in. 19/32-inch )-wood at max. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-Inch o.c. in two, equal) spaced, staggered y P (Optional) One or more BP AA or SBS-AA, SBS- -60.0 4-inch spans Elastobase Poly Roofgrip #12 center rows APP-TA TA, APP-TA TIhin. 19/32-inch Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-inch o.c, in 4-Inch lap and 12-inch c.c. in two, equally spaced, staggered One or more SBS- SBS-SA, APP- SA, SBS-TA or -60.0• W4 plywood at max. -Inch spans Elastobase Poly with poly top surface Roofgrip #12 center rows SA APP-TA System Roof Cover (Note 15) MDP No. Deck Primer Joint Treatment Base Ply Ply Cap Ply (Psf) _ m 15/32=inch-plywood-� ? `SBScSA (Optional)SBS-SA,or- S&S-SA,APP-SA, SBSTA -/�'— .W-5 - max, 24-inch spans _ (Optional) ASTM D41 None__ ----- `,— - e,APP;TA-- - -�-' �or•APP-TA-- W-6 in. 15/32-inch plywood (Optional} ASTM D41 Plywood joints are covered with 4-inch wide strips of TriBuilt SA TriBuilt SA SBS Base (Optional) SBS-SA or SBS=SA, APP=SA, 5B5 TA -97.5 max. 24-inch spans 56S Base, rolled into place to create continuous hood. APP-TA or APP-TA Exterior Research and Design, LLC. d/b/a Trinity(ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of uthorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: P obert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 8 of 26