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Home My WebLink AboutPRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEMN. ''SCANNED BY . St Lucie C®U�f�i �... FBC Staff BCIS Site Map Links :� Search BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Flo►ida Oifio Product Approval ,,, USER: Public User R+oFFEB EIVED ... Product Approval Menu >.Product or Application search:> Application List > Application Detail. FL'#.. .. ....: .FL16027-R2 fLO18 Application Type Revision Code Version' 2017 nty, Permitting Application Status Approved Comments' ST LUCIE COUNTY' Archived '�� .'. BUILDING DIVISION REVIEWED ED Product Manufacturer Tri-Built Materials Group, L FOR COMPLIl Address/Phone/Email PO Box 70 REVIEWED BY Rutherford; NJ 07070, DATE — d— (800) 516-1485 PLANS AND PEP JI T david.ruiz@tribuiltmg.com MUST BE KEPT ON OS OR NO. INSPECrICiN WILL gE MADE Authorized Signature David Ruiz- david,ruiz@tribuiltmg.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 QualityAssurance Contract Expiration Date Validated By Certificate of Independence. Referenced Standard and Year (of Standard) Equivalence of Product Standards David Ruiz THESt PLAN S Al -I 0 A1.L.?P0P08FD W0,9,1y 250 Route 17 North ARE SWI)iF Tip p�I,' 00,P(�E�: 00N5 East Rutherford, N] 07073 RFOUIRE-1) Br, FIEF �1 IPJG, 1p' 7G)f�S 'rl ia7 (201) 842-2449 ` � david.ruiz@tribuiltmaterial��>�fl�pst ECESqk ,Y11"i ORDER -TO COMPLY C Richard Schurman 9050 LouisianaStreet Merrillville, IN 46410 rich.schurman@alliedbuilding.com Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L� Evaluation Report - FAHard5%RecewveDdFASTENERS OR ATTACHMENTS Robert Nieminen ARE THE RESPONSIBILITY OF THE PE-59166 CONTRACTOR OF RECORD UL LLC 10/06/2018 John W. Knezevich, PE' 11n' Validation Checklist - Hardcopy Received F1,16027 R2 COI 2017 01 COI Nieminen odf Standard Year ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 FM 4470 2012 FMA474 2011 I \, �/ t 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 . 12/1'2/2017 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 if 2017 09 FINAL Al ER TRI- Approved for use outside •HVHZ: Yes BUILT MODBIT 16027-R2.Ddf. Impact Resistant: N/A Veriflied.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 back Next Contact Us :: 2601 BlairStone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 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: Credit,Card :Safe f TRIN1W 1 ERD APPENDu11: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE, Table Deck Application Type Description Page 1A-1 Woad New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 IA-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover S SB Wood New, Reroof (Tear -Off) or Recover 8 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 1C Woad New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6 1D Wood New, Reroof (Tear -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, Mech. Attached Base Sheet, Bonded Roof Cover 7 1E-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 8 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 9 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 11-14 38 Structural concrete New or Reroof (Tear -Off) 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 (Tear -Off) A-2 Mech. 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 20 513 CWF New, Reroof (Tear -Off) 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 SO CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded 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 (Tear -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 6D 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 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 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 0.75-Inch penetration. > Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. > Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturers 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 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, I.I.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 1 of 26 TRINITY ERD 4. 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. S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.20.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. 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. > HA (HA): Full coverage at 25-30 lbs/square. > Dow INSTA STIK Ciuik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c. D Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. > OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green maybe used where O1y6ond 500 is referenced. D OlyBond Classic (OB Classic): Full coverage at 1 gal/square. D ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c. > Note: When multiple loyers(s) of insulation and/orcoverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the 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-half the specified ribbons spacing. 7. 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 (MDP) limitations. In no case shall these values be used to'Increase' the MDP listings in the tables; rather if MDP 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 drop -in for the equivalent thicker material listed in the table: ➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-Inch thick) D OMG OlyBond 500 (08500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) > OMG OlyBond 500 (O8500): MDP -187.5 psf (Min. 0.5-Inch thick ISO 95+GL) D OMG OlyBond 500 (08500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) > OMG OlyBond 500 (OB500): MDP 487.5 psf (Min.0.5-inch thick ACFoam II) D ICP Adhesive & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick) B. Bonded polyisocyanumte 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 WD1, 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 1-29 (January 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 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 ANSI/SPRI FK-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 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 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 TAS 124. 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) 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 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 1. Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Authorization h9503 fir" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 526.2485 Appendix 1, Page 2 of 26 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. C 1 TRINITY I ERD TABLE 1: TRI-BUILT ROOF COVERS Reference Layer Material Application BP -AA (Base and Ply sheets, Asphalt -Applied) Base Ply FBC Approved ASTM D4601, Type 11 HA at 20-401bs/square Ply FBC Approved ASTM D2178, Type IV or VI SBS-AA (SBS, Asphalt -Applied) Cap Ply TriBuilt SBS Granular HA at 20-401bs/square SBS-TA (SBS, Torch -Applied) Cap Ply TriBuilt SBS Granular Torch -Applied SBS-SA (SBS, Self -Adhering) Base Ply TriBuilt SA SBS Base Self -Adhering Cap Ply TriBuilt SA SBS Cap APP-TA (APP, Torch -Applied) Base Ply or Ply TriBuilt APP Smooth Torch -Applied Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular APP-SA (APP, Self -Adhering) Cap Ply TriBuilt SA APP Cap Self -Adhering 16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A applies: VAPOR BARRIER OPnONS, MUCFURAL CONCRErE DICK, ADHERED INSULATHM PERTABLE 3A OptlonR Primer Vapor Barrier Insulation Adhesive MDP (psf) Type Attach VB-1. ASTM D41 TriBuilt SA SBS Base Self -Adhering Inta-Stik or CR-20, 12-inch o.c. -60.0 VB-2. ASTM D41 TriBuiltSA SBS Cap Self -Adhering Insta-Stik, 12-inch o.c. -75.0 VB-3. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Millennium One Step Foamable Adhesive, 12-inch o.c. -157.5 VB-4. 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 Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20, 12-inch o.c. -290.0 17. Dens Deck 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 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 A42970.10.12-R2 for FL36027-R2 Certificate of Authorization 49503 6Te EDITION (2027) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems, (800) 516-1485 Appendix 1, Page 3 of 26 FAS F)o V TRINITY I ERD TABLE 1E-2: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR Rik oVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP No. Base Fasteners Attach Base Ply Cap Ply (Psf) Min. 19/32-inch Polyglass Elastobase, Polyglass Elastobase Poly, Polyglass G2 Base, CertainTeed OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch (Optional) One or W-1 plywood at max. GlasbaseFirestone MB Base, JM Perma- , Roofgrip #14, Dekfast Hex with Dekfast #14 o.c. in two, equally spaced, staggered more BP -AA or SBS-AA , SBS- TA, APP-TA -52.5 24-inch spans Ply 28, Tamko Glass Base or GAFGLAS #75 or TruFast MP-3 with TruFast HD center rows APP-TA W-2 Min. 19/32-inch at max. Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast #14 or TruFast MP- 12-inch o.c. in 4-inch lap and 12-inch One or more SBS- SBS-SA, APP- plywood Elastobase Poly with poly top surface 3 with TruFast HD o.c. in two, equally spaced, staggered SA SA, SBS-TA or -52.5* 24-inch spans center rows APP-TA W-3 Min.19/32-inch plywood at max. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch (Optional) One or SBS-AA, SBS- 24-inch spans Elastobase Poly Roofgrip #12 o.c. in two, equally spaced, staggered more BP -AA or TA, APP-TA -60.0 center rows APP-TA W-4 Min. 19/32-inch at max. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch One or more SBS- SBS-SA, APP- plywood Elastobase Poly with poly top surface Roofgrip #12 o.c. in two, equally spaced, staggered $q SA, SBS-TA or -60.0* 24-inch spans P center rows APP-TA TABLE 1F: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System Deck Primer Roof Cover (Note 15) MDP Joint Treatment Base Ply Ply Cap Ply No. (Psf) W 5 Min. 15/32-inch plywood (Optional) ASTM D41 None SBS-SA (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA _90.0 at max. 24-inch spans APP-TA or APP-TA W 6 Min. 15/32-inch plywood (Optional) ASTM D41 Plywood joints are covered with 4-inch wide strips of TriBuilt SA Trieuilt SA SBS Base (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA 97.5 at max. 24-inch spans SBS Base, rolled into place to create continuous bond. APP-TA or APP-TA Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 0 EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 8 of 26