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HomeMy WebLinkAboutPRODUCT APPROVAL - MODIFIED BITUMENtome I Log In I User Registration Hot Topics 5uomic aurcna��` ��in Product Approval Flo' Public User W. F&rZ%%'t *-I, ict Approval Menu > Product or Application Search > Aoplication List > Application History > Application Data RECEIVED FL16027-R2 ilication Type Revision OCT 19 2018 le Version 2017 Ilication Status Approved it Lucy County, Pgrltnitting SCANNED SY St Lucie County tress/Phone/Email PO Box 70 Rutherford, N] 07070 51 FASTENERS ORATTACHME CIS j800) 516-1485 CI� E RESPONSIBILITY OF 7,yE 97R4C70N OR RECORD david.ruiz@tribuiltmg. L COUNTY'BUILDING DI IO REVIEWED FOR COMPLIANC `/7�/`�� REVI thorized Signature David Ruiz DATE david.ruiz@tribuiltmg�NS AND PE MIT MUST BE KEP N JOB SITE OR NO INSPECTION(S) WILL BE MADE :hnical Representative David Ruiz dress/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.ruiz@tribuiltmateriaisgroup.com iality Assurance Representative C Richard Schurman �E PLANS AND ALL PROPOSED WORK dress/Phone/Email 9050 Louisiana SUBJECT TO ANY CORRECTIONS rich.Merschurman ll ue, IN wgp . FIELD INSPECTORS THAT ich. MAY BE ECESSARY IN ORDER TO COMPLY tllfITH ALL APPLICABLE CODES. :)rida Engineer or Architect Name who developed e Evaluation.Report uality Assurance Entity uality Assurance Contract Expiration Date Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received F116o27-.R2 COI 2017 01 COI Nieminen.odf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE...t FPmdYiNDWrxtft9YUwv%2fLXRbpak6f2jJGiyowhtbu4Q%3d%3d 10/19/18, 10:17 AM Page 1 of 2 Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 FM 4470 2012 , FM 4474 2011 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 11 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 R 2 AE 2017 09 FINAL ER TRI- and max. design pressures. 2.) Refer to ER Section 5 for BUILT MODBIT FL16027-R2.Ddf Limits of Use. Created by Independent Third Party: Yes Back Nezt 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.:: Privant 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 emaiis 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: ® ciAeck Credit Card Safe ilding.org/pr/pr_app_dtl.aspx?param=wGE...tFPmdYiN DWrxtft9YUwv%2fLXRbpak6f2jJGiyowhtbu4Q%3d%3d 10/19/18, 10:17 AM Page 2 of 2 QoTkINITY�R_D 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 and Ply sheets, Asphalt -Applied) Base Ply FBC Approved ASTM D4601, Type II HA at 20-40 Ibs/square Ply FBC Approved ASTM D2178, Type IV or VI SBS-AA (SBS, Asphalt -Applied) Cap Ply TriBuilt SBS Granular HA at 20-40 Ibs/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 IF orch-Applied) Base Ply or Ply TriBuilt APP Smooth Torch -Applied Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular APP-SA AP 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 OPTIONS; STRUCTURAL CONCRETE DECK; ADHERED INSULATION PER TABLE 3A Option # Primer Vapor Barrier Insulation Adhesive MDP (psf) Type Attach VB 1. ASTM D41 TriBuilt SA SBS Base Self -Adhering Inta-Stikor 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. -1575 VB-4. ASTM D41 TriBuilt SA SBS Cap Self -Adhering CR-20, 12-inch o.c. -270.0 VB-5 TM D41 TriBuiltSA 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 IERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 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 C -- - - - - -- - - - - - --- -- - TTINI - r-Y] 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 (PsQ 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, CertainTeed Glasbase, Firestone 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 -525 24-inch spans Ply 28, Tamko Glass Base or GAFGLAS #75 orTruFast MP-3 with TruFast HD center rows APP-TA 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 -525 * 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.c. in 4-inch lap and 12-inch One or more SBS- SBS-SA, APP- W-4 plywood at max. Elastobase Poly with poly top surface Roofgrip #12 o.c. in two, equally spaced, staggered SA 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 Deck Primer Roof Cover (Note 15) MDP Joint Treatment Base Ply Ply Cap Ply No. (Psf) W-5 in.15/32-inch plywood (Optional) ASTM D41 None SBS-SA (Optional) SBS-SA or SBS-SA, APP-SA; SBS-TA 90J) 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 975 at max. 24-inch spans SBS Base, rolled into place to create continuous bond. APP-TA or APP-TA Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25I17 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 8 of2G