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Home My WebLink AboutPRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEM' iiY��AiC1�11PG�R7M,lr1V7' �F+x is a � . • � .� . ._ � � '� � �' ` / ...... � ,� t^�� I r � � , t � r�u�si wss} & Prafess�onal Regulation '- �1f` j. '� a y_.-. t� v 06P8HrWE A80U1"DBPA. �D9FRd'1VIDIOPI9 GOgiACTDSpR , Florida rd Jo� Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail L# Application Type Code Version Application Status Comments Archived ProS1s"tcCAN nufac erg Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email -atego u Sates=. ,1 Compliance Method @,K-f 02,r-R2D Revision 2017 Approved RECEIVED APR 17 2018 ST. Lucle 99wnty, mi-mitting LI CUFY dlTird_Built�Materials:Gc ,_LL_� PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com David Ruiz david.ruiz@tribuiltmg.com David Ruiz 250 Route 17 North East Rutherford, NJ,07073 (201) 842-2449 david.ruiz@tribuiltmaterialsgroup.com C Richard Schurman 9050 Louisiana Street Merrillville, IN 46410 rich.schurman@alliedbuilding.com Rii�Mg Moaified:Bi� tumen-Roof-System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen 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 1�3' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) EL16027 R2 COI 2017 01 COI Nieminen.pdf Standard ASTM D6163 ASTM D6164 ASTM D6222 FM 4470 FM 4474 Year 2008 2011 2011 2012 2011 Equivalence of Product Standards i 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.pdf 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 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.pdf Created by Independent Third Party: Yes Back Ne:rt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: B50-487-1824 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 an be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: aI ® e Credit Card Safe ��TRRINITYJ ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 3A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 113 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 1C Wood 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 lE-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 3B 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 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 20 5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 21 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22 SD 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 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. Having Jurisdiction. ➢ 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 manufacturer's published installation Instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polylsocyan u rate, 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, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-112 for FL16027-RZ Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 1 of 26 ��TRINITYJERD 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. TABLE 1: TRI-BUILT ROOF COVERS Reference Layer Material Application BP -AA Base Ply FBC Approved ASTM D4601, Type I I HA at 20-40 Ibs/square Ply FBC Approved ASTM D2178,Type IV or VI (Base and Ply. sheets, Asphalt -Applied) SBS AA Cap Ply TriBullt SBS Granular HA at 20-40 Ibs/square (SBS, Asphalt -Applied) SBS-TA (SBS, Torch -Applied) Cap Ply TriBuiltSBS Granular Torch Applied 5BS-SA Base Ply TrIBUIItSASB5 Base Self -Adhering Cap Ply TrlBullt SA SB5 Cap (5B5, Self -Adhering) APP-TA Base Ply or Ply TriBullt APP Smooth Torch -Applied Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular (APP, Torch -Applied) APP-SA Cap Ply TriBuIItSAAPPCap Self -Adhering (APP, 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 MCP listings below vs. those in Table 3A applies: VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; ADHERED INSULATION PER TABLE 3A Option # Primer Barrier Insulation Adhesive _ MDP (psf) TypeVapor Attach VB-1. ASTM D41 TrlBuilt SA SBS Base Self -Adhering Inta-Stik or CR-20, 12-Inch o.c. -60.0 VB-2. ASTM D41 TriBuilt SA 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 TriBullt 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, I.I.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26 -.i TRINITY I ERD TABLE 1E-2: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 1) Base Fasteners Attach Base Ply Cap Ply (Psf) Min. 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 W-1 plywood at max. Poly, Polyglass G2 Base, CertalnTeed Roofgrip #14, Dekfast Hex with Dekfast #14 o.c. In two, equally spaced, staggered more BP -AA or SBS-AA, SBS- -52.5 24-Inch spans Glasbase, Firestone MB Base, JM Perma- or TruFast MP-3 with TruFast HD center rows APP TA TA, APP-TA ply 28, Tamko Glass Base or GAFGLAS #75 Min. 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 One or more SBS- SBS-SA, APP- W-2 plywood at max. 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 Min.19/32-inch 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- W-3 plywood at max. Elastobase Poly Roofgrip #12 o.c. in two, equally spaced, staggered more BP -AA or TA, APP-TA -60.0 24-inch spans center rows APP-TA Min. 19/32-inch Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with . 12-inch o.cin 4-inch lap and 12-Inch One or more SBS- SBS-SA, APP- W-4 plywood at max. Elastobase Poly with poly tap surface Roofgrip #12 o.c. in two, equally spaced, staggered 5A SA, SBS TA or -60.0* 24-inch spans center rows APP-TA TABLE 1F: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System Roof Cover (Note 15) MDP No. Deck Primer (Psf) Joint Treatment Base_ Ply Ply Cap Ply _ W-5 Min. 15/32-inch plywood (Optional) ASTM D41 None SBS SA (Optional) SB5-5A or SB5-5A, APP-SA, 5BS-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 TriBuilt SA SBS Base (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA -97 5 at max. 24-Inch spans 5B5 Base, rolled Into place to create continuous bond. APP-TA or APP-TA Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report A42970.10.12-R2 for FL16027-112 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVH2 EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 8 of 26