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Home My WebLink AboutPRODUCT APPROVALJ5/2019 rr—nv--+xrr(��n Ems Home I ing in I User Registration Hot Topics Florida Building Code Online a a lit Submit Surcharge Scats & Facts I Publications Contact Us I BCIS Site Map I links I Search db at/� VVV :Product Approval USER: PubpAUser FILECOPY aY.'3y'"vi's` N Product Aoproval Menu>ProduRpr Application search>Application Lis [>AppllcaLen a fl (' (� D'•"�-� •. FL # FL16027-R2 G rA "fl o T / Application Type Code Version Application Status Revision ST. LUCIE COUNTY BUILDING D ION 2017 REVIEWED FOR 0MMPLIANC ApprovedREVIFWERRY 1Q Comments Archived Product Manufacturer Address/Phone/Email CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OFTHE CONTRACTOR 08 RECORD Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method PLANS AND PERMIT MUST BE I0 T JOB SITE OR NO INSPECTION (S)zWI—UAE MADE Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800)516-1485 david.miz@tCibuiltmg.com David Ruiz david.miz@tribuiltmg.com SCANNED BY St. Lucie County David Ruiz 250 Route 17 North East Rutherford, N'fflF PLANS (201) 842-2449 rT�t.t9E PL NS AND ALL PROPOSED WORK david.miz@tribuilt gY FIELDTo INSPECTORS SOT S All -Ay BE NECESSARY IN ORDER T 9050hard Scha Street O lPLY WilTH ALL APPLICABLE CODES. Merrillville, IN 46410 rich.schuman@alliedbuilding.com Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence PE-59166 UL LLC 10/06/2018 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL16027 R2 COI 2017 01 COT Nieminen pdff 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 https://www.floridabuilding.org/prlpr app_dfl.aspx?param�GEVXQwtDgtFPmd' iNDWrxtft9YUwv%2f-XRbpak6f2iJGiyowhtbu4Q%p3d°/p3d 1/2 215/2019 Sections from the Code Florida Building Code Online 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 Nleminen 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. F1_16027'12 `AE'.2017 09' FINAL ER .TRI- • , , ., design pressures. 2.) Refer to ER Section 5 for Limits of Use. BUILT MODBIT FCi6027-R2:12df• ,. • Created by Independent Third Party:lYes- Back Next Contact Us :: 2601 Blair Stone Road Tallahassee M 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cggydght 2007-2013 State of Flodda :: Pdvacv 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 850.487.139S. "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 mmmunlcw:mn 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: "SCCUr1t7l1ItTRLCS' https://www.floridabuilding:oiglpr%pr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrxtftgYUm%2fLXRbpak6f2jJGiyowhtbu4Q%3d°%3d 2/2 15. Unless otherwise note , refer to the following references for bonded base, ply or cap sheet applications. TABLET ,TRI• i J fRI(}INITY ERD i Re erence Layer Material Application ` BP -AA (Base and Ply sheets, Asphalt -Applied) Base Ply FBC Approved ASTM D4601, Type II HA at 20-4016s/sq�are Ply FBC Approved ASTM D2178, Type IV or VI - SBS-AA (SBS, Asphalt-Applie ) Cap Ply TriBuiltSBS Granular HA at20-41) bs/squlare i SBS-TA (585, Torch -Applied) Cap Ply TriBuilt SBS Granular Torch -Applied SBS-SA (SBS, Self -Adhering) I 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 TriBullt APP Smooth, TriBuilt APP Granular APP-SA (APP, Self -Adhering) Cap Ply TriBuilt SA APP Cap Self -Adhering 16. Vapor barrier options fpr applies: 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 - VAPORBARRIEROPTIO Sj STRUCTURAL CONCRETE OECK"AOHEREO INSULATION PERTABLE3A, Option ff P Prim r Vapor Barrier Insulation Adhesive MOP (psf) Type Attach VB-1. ASTMD 1 TriBuilt SA SBS Base Self -Adhering, Inta-Stik or CR-20, 12-inch o.c. -60,0 VB-2. ASTMD 1 TrMullt SA SBS Cap Self -Adhering Insta-Stik, 12-Inch o.c, -75.0 VB-3. ASTMD 1 TriBuilt SA SBS Cap Self -Adhering Millennium One Step Foamable Adhesive, 12-Inch o.c. I -157.5 VB-4. ASTM Dd 1 TriBuilt SA SBS Cap Self -Adhering CR-20, 12-inch o.c. -270.0 VB-5. ASTMD 1 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 fiel -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. 18. "MDP" = Maximum De ri 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 Desig , U.C. d/b/a Trinity(ERD Certificate ofAuthorization 9503 fir"EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Niemin n, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 636.1485 i i Evaluation Report A42970,10.12-R2 for FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 3 of 26 r QOTP..INITYIERD •',� - ', TABLE.SE-2: WOOD DECKS'— NEW CONSTRUCTION, REROOF(TEAROFF) OR RECOVER. " •--, . - ' .- SYSTEMTYPEE: NON-INSULATED,MECHANICALLY,ATTACHED.BASE SHEET, BONDED ROOFtOVER. •- ,;-:' - - •- System Base Sheet Roof Cover (Note 15) MOP Deck (Note 1) No. Base - Fasteners Attach Base Ply Cap Ply (psR 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 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 Glasbaoly 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 ocin4-inch lap and 12-inch o.c. One or more SBS- SBS-SA, APP- W-2 plywood at max. Elastobase Poly with poly top surface 3 with TruFast HD in two, equally spaced, staggered SA SA, SBS-TA or -52.5• 24-inch spans center rows cen 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- -F4-3 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- W7 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 ° ° "." ' > '; ^^ ": ''• ;.-; " STABLE 1F: WOOD DECKS,=NEW CONSTRUCTION oa REROOF (TEAa-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 TriBullt SA TriBuilt 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, U.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-RZ for FL16027-RZ Certificate of Authorization #9503 bra 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 9 of 26