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Home My WebLink AboutPRODUCT APPROVALSCANNEDBY Professional - Regullation st,Lude coal* r: BCIS Home I Log In I User Registration I Hot Topic tamSubmit Surcharge ! Stats & Facts Publications I Contact Us I BCIS Site Map I Links Search W,10 ALED FATI El ProdUSER: Public User r oval FILE COPY ' ACTOR OR RECORD Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature 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 Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL16027-R2 Revision 2017 Approved RECEIVED JUL 2 4 2018 ST. Lucie County, Permittin ❑ qy Tri-Built Materials Group, LLC/�e-- PO Box 70 Rutherford, NJ 07070 david 5 david.ruiz@tribuiltmg.co ST. LUCIE COUNTY BUILDI*DIISIOdavid.ruin@tribuiltmg.cor�EVIEWED FOR COMPLIANREVIDavid Ruiz rPATE david.ruiz@tribuiltmg.co PLANS AN PER IT MUST JOB SITE OR NO INSPECTIONSADE David Ruiz. 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 david.ruiz@tribuiltmateriaisgroup.com C Richard Schurman 9050 Louisiana Street Merrillville, IN 46410 rich.schu rman @a Iliedbu ild ing.comCONC ��l.EE D FASTBNER3 OR An.ACHMEfJTgj Roofing i� E RESPONSIBILITY OF THE Modified Bitumen Roof System n+'h;i&ORORRECORD Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 10/06/2018 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL16027 R2 COI 2017 01 COI Nieminen.Ddf 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 Certified By THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Sections from the Code 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 Summary of Products 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 FL16027 R2 AE 2017 09 FINAL ER TRI- and max. design pressures. 2.) Refer to ER Section 5 for BUILT MODBIT FL16027-R2.pdf Limits of Use. Created by Independent Third Party: Yes Beck Next 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 mall 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 ham. Product Approval Accepts: "M a 507 eGh Credit Card Safe TRINITY I ERD APPEN ik1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application___,____ Type Description _ LL, Page Wood; [Jew -or Re[oofGear-Off) A-2 . if!Mech:•AttSheet, Bonded lnsulationfaddidi $if.Cover-�I 4 IA-2" Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 1B 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 3E-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 -Oft) 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 58 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 SD CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 22 SE 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, Banded Roof Cover 25-26 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 26 The fc flowina notes apply to the systems outlined herein: a 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. ad resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. isulation / 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 ofthe steel deck. ➢ Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturers published installation instructions. nless otherwise noted, insulation may be any one layer or combination of polyLocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the QA quirements 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. r Research and Design, U.C. d/b/a Trinity)ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 ate of Authorization #9503 hie EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 d by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 526-1485 Appendix 1, Page 1 of 26 1. I, 2. I1 3. Exterl Certifi Prepa TRINITY ERD j TABLE 1A-1: WOOD DECKS —NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (Psf) Min. 0.25-inch Dens 8-inch o.c. in 4- Deck, Dens Deck Prime, Polyglass G2 Base, 32 ga., 1-5/8- inch lap and 8- (Optional) FBC SECUROCK Gypsum - Min. 19/32- CertalnTeed Glasbase, Base, JM inch diameter inch o.c. in Approved, Fiber Roof Board, Min. (Optional) SBS-AA, W 1 inch plywood Firestone MB tin caps with 11 three, equally ASTM C1289, HA 0.75-inch FescoBoard HA BP -AA SBS-TA, -60.0 at max. 24- Perma-Ply 28, Tamko a annular ringtype g' spaced, yp II p of y +so- (homogeneous) or min. ( g ) BP AA APP TA inch spans Glass Base or shanknails staggered cyanurate 0.5-inch Structodek GAFGLAS#75 center rows High Density Fiberboard Roof Insulation Polyglass 8ynch'n'`c m; -; G26ase; I 32 ga., 1-5/8- I p,an.�- + inri>>lap and 8- (Optional) FBC (Optional) Min. 19/32- inch CertainTeed Glasbase, Firestone MB Base, JM inch diameter t mch o=-- S. j Approved, Min.0.25-inch Dens Deck, Dens Deck Prime, _ _ � A�� One or J_ SBS-SA,. <r�• ',27 APP-_SA, W-2 plywood tin caps with 11 th ee; equallyj, ASTM C1289, HA HA 6' vd Amore 585'' -60.0 max. 2 at max. 24- Perma-Ply 28, Tamko ga. annular ring spaceed,. " , j type 11 polyiso- SECUROCK Gypsum- (, t�.�--" .r*' dSA o SBS-TA or Inch spans Glass Base or shank nails staggered_ t1 cyanurate Fiber Roof Board s APP TA APP-TA GAFGLAS #75 '-✓ :centervrows- 6-hich o.c. in 4- Min. 2-inch DAS, OB500, Min. 19/32- 32 ga., 1-5/8- Inch lap and 6- ACFoam II, III, CR-20 or M- Min. 0.25-inch Dens D-I5, inch plywood Polyglass Elastobase inch diameter Inch o.c. in H- OSFA, atop Deck, Dens Deck Prime OB500, (Optional) SBS-AA, W 3 at max. 24- or Polyglass tin caps with 12 four, equally ShieH-Shld O, Shield CG, fastener or SECUROCK Gypsum- CR-20 or BP AA BP -AA SBS TA, -60.0• inch spans Elastobase Poly ga. annular ring spaced, Multi -Max FA3 rows, 7-Inch Fiber Roof Board M-OSFA APP-TA shank nails staggered or ENRGY-3 oc center rows 6-inch o.c. in 4- Min. 2-inch DAS, OB500, Min. 19/32- 32 ga., 1-5/8- inch lap and 6- ACFoam II, III, CR-20 or M- D-IS, (Optional) SBS-SA, inch plywood Polyglass Elastobase Inch diameter inch o.c. in H-Shield, H- OSFA, atop (Optional) Additional OB500, One or APP SA, W-4 at max. 24- or Polyglass tin raps with 12 four, equally Shield CG, fastener layers of base insulation CR-20 or SBS-SA more SBS- SBS TA or -60.0' inch spans Elastobase Poly ga. annular ring spaced, Max FA3 rows, 7-inch M-OSFA SA or APP TA shank nails staggered or ENRGY-3 or EN oc APP TA center rows research and Design, U.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL16027-RZ e of Authorization #9503 6'" EDITION (2017) FBC NON-WHZ EVALUATION Revision 2: 09/25/2017 by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 4 of 26