The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEMSCANNED SY • u p ion,'' St Lu01e (i®UhtV BCiS Home i Log In y User Registration I ; Hot Topics Submit Surcharge i Stats & Fact4 Publications i FBC Staff i SCIS Site Mal Florida �>qW a r roduct Approval "� USER: public User �iAte;FAr. •�+P Ao"!" Product Approves Menu > Product of Application Type Application Status Comments Archived -'Pcaduct Manufacturer-. : j'�� Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Ema►I Quality Assurance Rel Address/Phone/Emall at�ganw+??; ,?bcategory rr rJ Compliance Method > Aon icatign List > Application 04MII FL1`�0R Revision Approved ,T.. _z.r n t �. �Tn"rBuilt';hlateri8is Group, LLCM PO Box 70 Rutherford, N3 07070 (800) 516-1485 david.ruiz@tribuiltmg.com David Ruiz david.ruiz@tribulltmg.com David Rutz 250 Route 17 North East Rutherford, NI 07073 (201)842-2449 davld. ruizOtribuiltmaterialsgrou p.com C Richard Schurman 9050 Louisiana Street Merrillville, IN 46410 rich.schurman@allledbuilding.com Maditiedl3'ittii?jen,;Roof.Systein Evaluation Report from a Florida Registered Architect or Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nleminen Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By 1 Certificate of Independence I i PE-59166 UL LLC 10/06/2018 John W. Knezevich, PE 'a: Validation Checklist - Hardcopy Received } Referenced Standard and Year (of Standard) Equivalence of Product Certified By Sections from the Cade Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Mandard ASTM D6163 ASTM D6164 ASTM D6222 FM 4470 . FM 4474 Method 1 Option D 09/25/2017 09/30/2017 10/08/2017 12/12/2017 YAM 200 201 201 201 201 Fir # Model, Number or Name w 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 A2 ER TRI Approved for use outside HVHZ: Yes BUILT MODBIT FL160277112.odf Impact Resistant: N/A Verified By, Robert Nleminen PE-M66 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Others 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 M TRI- design pressures. 2.) Refer to E" Section 5 for Limits of Use. BUILT MOD IT FL16027-R2.odf _ Created by Independent Third Party: Yes Crinjact Us ;; 2601 Blair stone Road. Talfahassee-Fl. 37399 Phone: UQ-487-1824 The State of Florida Is on AA/Eeo employer. Og leht 2007.2013 j ate,,of Florida.:: Privacy- Statement AceesslbiJlty Statement :: Reel 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, mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -PL 455.275(1), Ffarldo Statutes, effective October 1, 2D12, licensees licensed under Chapter 4$5, F.S. must provide tits Department with an emal one. The emails provided may be used fog official communication with the licensee. However email addresses are public record. If you do not wi: address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee un please Nick hUL. Product Approval Accepts, isIRE j\- i 1"PJN Y J ERD Table Deck Appiicatlon he Description pap 1A-1 Wood New or Reroof (Tear -off} A-2 Mech. Attached Anchor Sheet Bonded Insulation, Bonded Roof Coder 4 IA-2 Wood New, Reroof (fear -off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover S 38 Wood New, Reroof (Team or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover S 1C Wood New, Reroof [Tear-Offj or Recover C Mech. Attached Insulation, Bonded Roof Cover 6 10 Wood New, Reroof (tear -Off) or Recover D Prellm. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6 1E-1 Wood New or Reroof (Tear-Otf} E Non -insulated Mich. Attached Base Sheet, Bonded Roof Cover 7 1E-2 Wood New, Rerod (Tear -OM or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover g IF Wood New or Reroof Mw-Offj F Non-lpw4ted,Bonded Roof Cover g 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover 8 Mech. Attached Base Insulation, Bonded Top insulation, Banded Roof Cover 9 28 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 -Oil) or Recover D Prelim, Attached Insulation, Mech. Attached Base Sheet, Banded Roof Cover 10 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 11-14 36 Structural concrete New or Reroof (Tear-OFfj F Non -insulated. Bonded Roof Cover 14 4A LWIC New or Reroof (Tear -OM A-1 Bonded insulation, Bonded Roof Cover 25-16 48 LWiC New or Reroof (Tear -OM A-Z Mech. Attached Anchor Sheet Bonded kmiat(on, Bonded Roof Cover 16 4C LWIC Newor Reroof (Tear -OR) E NoMnwiated, Mech. Attached Base Sheet Bonded Roof Cover 17-19 SA CWF New or Reroof (Tear -OM A-1 Bonded Insulation, Bonded Roof Cover 20 $B CWF New, Reroof (Te"ff) or Recover A-2 Mesh. Attached Anchor Sheet Bonded insulation, Bonded Roof Cover 21 Sc CWF New, Reroof (fear -Off) or Recover B Mesh. Attached Base hhsulatioN Bonded Top Insulation, Bonded Roof Cover 22 SD CWF New, Reroof (Tear -Off) orRecover C Mech. Attached Insulation, Bonded Roof Cover 22 SE CWF New, Reroof (Tear -OM or Recover E Nondrrsvfatea, Mech. AttacW_Base %eetrBonded-Roof Cover a —6A Gypsum New-orRer6oT ear A-1 Bonded Insulation, Banded Roof Cover ?3 60 Gypsum New, Reroof (fear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Banded Roof Cover 24 6C Gypsum New, Reroof (Tear -Off} or Remver C Merit. Attached insulation, Bonded Roof Cover 24 6D Gypsum New, Remof (Tear -Off) or Recover E Nor -insulated, Mech. Attached Base Sheet Bonded Roof Cover 24 7A Varian Recover A-1 Bonded Insulation, Bonded Roof Cover 25-26 7B various Recover F Non -insulated, Bonded Base Sheet Bonded Roof Cover 26 The followbw notes apply to the yi stems aufted herelm L 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 suffident length for the following deck engagement ➢ Wood: Minimum 0.75+ich penetration. D Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck ➢ Structural concrete: Minimum 14nch 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 polyisocyanurate, polystyrene, wood fiberboard, pedite, gypsum -based roof board or mineral -wool roof board that meets the GA requirements of F.A.C. Rude 61G20-3 add! is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Exterior Research and Design, UC- d/b/a Trinity (ERD Evaluation Report A42970.10.iZ-R2 for FL16027-R2 Certificate of Authorization 495O3 efts rtON (2017) FBC NDN41VHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-S9166 IN-BWLT Modified Bitumen Roof Systems; (800) S16-U S Appendix 1, Page 1 of 26 f i FRQ 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, banded 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 deco and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shag be documented through proper codified and/or FOC Approval documentation. Preiiminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2-LIML3 of FM tens Prevention Data Sheet 1-29 (January 2026). 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. Y HA (HQ. Full coverage at 25-301bs/squaw- Y Dow iNSTA STIK OJdk Set Insulation Adhesive (D-0. Continuous 0.75 to 1-inch wide ribbons, 12 inch o.c Y Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-Inch wide ribbons,12-inch O.C. Y OMG OlyBond SW (08500): Continuous 0.75 to 1-inch wide ribbons.12-loch o c (PaceCart or Spotshot). Note: DJyBond Green may be used where 04eand SOt7 is referenced. Y OlyBond Classic (OBCl m*): Full coverage at 1 gal/square. Y ICP Adhesive & Sealants CR-20: Continuous 2.5-3.54nch wide ribbons,12-Inch o.c Y Nate: When rnuldple lWers(s) of inuulation arWar ooverboard are insWied in ribho►r-applfed adhesive, adhesive ribbons shag be staggered from layer-lo4aWr o Awnce of oneamYthe ribbon spadnq¢ Y Note: The maximum edge distance from the adhesive ribbon to die edge of the insulafm board shall be nottm bran one,hoif the sped)Wd ribbons sWhil. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyaocyanurate 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 MOP linting 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: Y Millennium One Step Foamable Adhesive (M-OSFA): MDP -3575 psf (Min. 0.5-Inch thick) Y OMG OWnd Soo (OBM): MDP -45.0 psf (Min. 0.54nch thick Multi -Max FA-3) Y OMG OlyBond SOO (OB50D): MDP -1875 psf (Min. 0.54nch thick iSD 95+GO Y OMG OiyBond 500 (OBSOD): MDP -335.0 psf (Min 05•Inch thick ENRGY 9) Y OMG ONBond SOD (OBSOD): MDP 487.5 psf (Min. 0.5-inch thick ACFoam 11) Y iCP Adhesive & Sealants CR 20: MDP -1175 psf (Min. lb -Inch thick) S. Bonded poiyisocyanurate Insulation boards sha0 be maximum 4 x 4 iL 9—For mechanically-attached-componeMsor-partlaUy-handed insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FEC Chapter 16, and Zones 2 and 3 shall employ an attachment density desrgrced by a quanfiedes n professio - Ito-mstst-the-elevated-preswre-aiWft-Commonly_used_meNwds Ware WDI, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RA5117 ant! Roofing Appgcatlon Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.210.1 of FM toss Prevention Data Sheet 1-29 (January 20161 for Zone Z/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 26, 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 shag be In accordance with ANSUSPRI FX-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 shag be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shag 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 224. 13. For Recover Applications using System Type D, the insulation Is optional; however, the existing Fad system shag be suitable for a recover application. 14. Ughtwelght insulating Concrete (LWC) shag be cast in accordance with FBC Section 1917 m 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 shag be 300 list In al cases, the minimum top -Coat thiclimm Is 2-Indies. For LWC over structural concrete, reference is made to FBC Section 1917.4.1. Point L Exterior Resemb and Design, I1C. d/b/a TrinitylERO Evaluation ReportA429701pfor FL26U27-RI Certificate of Authorhatlon 09503 e!EDITION (2W7) FBC NON-i VHZ EVALUATION Reevisivisl 2 on 2: 09/25/2017 Prepared by Robert Nieminen, PE 59166 TaRIALT Modified Bitumen Root Systems: (B00) 516-14E5 Appendix 1, Page 2 of 26 TRJNITYjEkD 15. Unless otherwise noted, refer to the following references for banded base, ply or cap sheet applications. ;V4 WNs Reference Law Material Application OP -AA (Base and Ply sheets, Asphalt -Applied) Base Ply FBC Approved ASTM D4601, Type 11 "A at 2040 lbs/square, ply FOC Approved ASTM D2178. Type iV or VI 5BS-AA (SBS. Asphalt Applied) Cap PIIi/ TriBuitt SBS Granular HA at 2040 lbs/square SBS-TA (SBS, Torch -Applied) Cap Pbi TfiBulkSBS Granular Torch -Applied SBS-SA (SOS, Self -Adhering) Base Ply TriBulft SA SBS Owe Self Adherinil Cap Ply TdBuiItSASBS Cap APP TA (APP, Torch -Applied) Base Ply or Ply Trieuilt APP Smooth Torch -Applied Cap Ply Trilluilt APP Smooth, TnBufft APP Granular APP-SA (APP, Self-Adheiing) cap Ply Triffullt SA APP Cap Self -Adhering 16. Vapor barrier options for use over structural conaete ded followed by adhered Insulation carry the following Maximum Design Pressure (Mop) limitations. The IgM of the Mop listings below vs, those in Table 3A applies: -v .01 C"bn N Primer Vapor Water InsubtlonAdheske MDP jP$q TW Attach VB-:L ASTM D41 Trillullt SA SOS Base Self -Adhering Iota -Stile or CR-20,12-inch o.c. -60.0 —VS-2.--ASTM-041----Tnl3uotSXSBS Cap ering ft n oc. VB-3- I ASTmD41 Trieunt SA sas cap Self -Adhering MWarmium One Step Foamable Adhesives 12-inch oc, -157.5 VB-4. ASTM 041 Trilluilt SA SBS Cap, Self -Adhering CR-20, 12-Inch mc. -270A VB-5. ASTM 041 TriBuilt SA SBS Base Self -Adhering Millennium One Stop Foarnable Adhesive, Millennium PG-1 Pump Grade Adhesive, OWnd SIM or Cit-20,22-inch a.c. -290.0 I 17. Dens Deck shall be field -primed with PGIOO priorto self -adhering membrane application. Refer to tables herein for other priming requirements. IS. "MDP' =Maximum Design Pressure Is the result of testing for Wind load resistance based on alkiwable wind loads- Refer to FBC 1609 for determination of design wind loads. Exterior Reseamb and Design, LLc. d/b/2 Trinity I ERD Evrituation Report A42970.20.22-AZ for FL16027-R2 Certificate afAuthorizatiori 99M3 eEWIM (2017) FBC NON4AWFEVAWA-HON Revision 2: 09/25/2017 Prepared by. Robert Nffieminm PE-S9166 TRMILT ModiRW Bitumen Roof Systems, (800) S2&1AS5 Appendix 1, Page 3 of 26 \Awr4TYIERD "'.. W-VAM P I -° MMW" System Base Sheet Roof Cava (Node 15} Mop NM DeckINGUI) (pd) Base Fasteners Attach Sam Ply COP Ply Min. IW2-inch 9-inch o.c. at 24mh lap and 18-Inch oc. in two, (aptional)OP-AA or SBS-AA,SBS-TA W-14 plywood at wum 24- PoWassElastobase SovpWMAXX Cap equally spared, staggered center rows APP-TA or APMA -45.00 inch spans W-IS tAn. 15/n-inch plywood at max. 24- Potiglass Elastobase Simplex MA30(Cap 94nch o.c- at 24nch lap and 124nch mc. in two. (OptbnaQ BP AA or SBS-Ak SOS -TA -52.5 equally spaced, staggered center ny" APP-TA orAPP-TA inch Spam I Min, 19/32-inch Polyglam ElastDhn% Polyglass Elastobase (Optional) One or pilewoodatmax. Poly, Polyglass G2 Oam CertainTeed 32 ga, 1-Watch diameter tin cam finch o.c. In 4-inch lap and 8-inch ox- In three, more AA or 5135-AA, SW -60.0 24-inch spans Gbsbase, Firestone M9 Base, JM Perm- with 11 ga. annular ring shank nags equally spaced, staggered center rows APP-TA TA, APP-TA PIV28, TamkDGIass Base orGAFGLAS 1175 Min. 19/324nch Polyglass Elastobase or Polyglass 32 ga, 1-5/9-inch diameter tin caps 84nch o.c in 4-inch lap and 8-mch o.c. In three, (Optional) One or SBS-SA, APF- W-17 plywood at max. Elastobase My with poly top surface with U ga. annular ring shank nails equally spaced, staggered comer raw more SITS -SA or SA, SRS-TA or -60-0 24-inch spans APP-TA APP-TA Win. 15/32-inch 6-Inch oc. at 24rch lap and 6-Inch o.c In two, (Optimal) BP -AA or SBS-A&SBS-TA W-18 phwoad at max 24- PolVglass Elasubase Simplex MAXX Cap equalirspaced, staggered center rows APP-TA orAPP-TA -wo inch spans Min. 19/32-Incb Pollyglaiss Elastobase or Polyglass 32 ga, Hri 1-SAch diameter tin caps flinch o.c, in 4-Inch lap and 4-inch oc. In four, (Optional) One or SOS -SA, APP- W-19 plywood at max Elastobase Poly with polV top surface with 11 ga. annular ring shank naffiL equally spared, staggered center rows more 565-SA or SA. SBS-TA or -97.5 244nchspans APP-TA APP-TA W-20 Kffln. 15/324nch plywood at max. 24- Paialan Mstabase Simplex MAXX Cap 6-tneb o.c. at 24nch lap and 64nch ox- in three, (OptionaQ BP -AA or SBS-AA SINS -TA -205.0 equally spaced, staggered center rows APP-TA orAPP-TA Mh lgtUminch Pollyglass Elastobase or Pohqi:W% 32 ga., 1-5/8-inch diameter tin caps 64nch o.c. In 4-Inch lap and 6-inch ox- in four, j0ptional) One or SBS-AA, SBS- W-21 plywood atmax. Elastobase P* with 11 ga. annular ring shank nails equally spaced, staggered center rams rnow BP -AA or TA, APP-TA -11ZS 24-inch spans APP-TA min. 19132-Inch 32 ga 1-5/Vinch diameter tin caps SOS -SA. APP- pcdv&ss Elastobase or Poly%iass with 31 ga. annular rtng shank nails. 64nch ox- In 4-Inrh lap and 6-inch ox- in four, (Optional) one or W-22 plywood at rnax. Fla Poly with poly top surface Note: Tin care to be primed with equally spaced, staggered center rows moreAPP-TA SA, SBA TA or -112.S 24-inch spans • ASTM D41 primer. I I APP-TA I I Exterior Research and Desk% LLC, d/bla TrWaVIERD Evaluation Report A42970.I0L12-OZ for F116927-RZ Certificate of Authorization #9503 6TM EDMON (2017) FOC NON4fVHZ EVALUATION Revision 2.-09/25/2017 'Prepared by. Robert Hieminm PE-59166 TWMILT Modified Bitumen Roof Systems; (800) SW1445 Appendix 1, Page 7 of 26