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Home My WebLink AboutPRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEMSCANNED 93 [BY q ri a * f j at Lucia COW, BCIS Nome tog In ;User Registration Mot Topics Submit Surcharge i Stats & Fads ; 6d3 uct Approval *uumd : Public laser Product Approval Menu > Product or Aaolicallon Search > > Application i MII Application Type Revision r �F- or7e �' ' Application Status Approved Comments Archived E` `Manufacturer ' Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Emell Quality Assurance Representative Address/Phone/Emali ate"gory,�5 Compliance Method Publications i FBc Staff ! SCIS Sft Mal :r9 . 11h Mateo is Group, LLC M .^g PO Box 70 Rutherford, N2 07070 (800)516-1485 david.ruiz@tribul(tmg.com David Ruiz david ,ruiz @trlb ulitm g -com David Ruiz 250 Route 17 North East Rutherford, N7 07073 (201) 842-2449 david.ruiz@tribuiltmatertaisgroup.com C Richard Schurman 9050 Louisiana Street Merrillville, IN 46410 rich.schurman@alliedbuilding.com Roofing �,,, MFORIW.13itbmeqRootsystem Evaluation Report from a Florida Registered Architect or l Professional Engineer Evaluation Report - Hardcopy Received i 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 10/06/20i8 Validated By John W. Knezevich, PE ;;t- Validation Checklist - Hardcopy Received Certificate of Independence It I Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ftandard ASTM D6163 ASTM D6164 ASTM D6222 FM 4470 . FM 4474 Method 1 Option D 09/25/2017 09/30/2017 10/08/2017 12112/2017 YA 200 201 201 201 201 FL Model, Number or Name description 16027.1 TRI-BUILT Modlfiet� Bitumen Roof w SBS andAPP modified bitumen roof systems Systems Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistants N/A Design Pressure: +N/A/-622.5 Others 1.) The Design Pressure noted In Is application refers to one system. Refer to ER Appendix for all systems and max. design pressures. 2.) Refer to ER Section 5 for Limits of Use. Installation Instructions FL16027 R2 II 2017 09 FINAL Al- ER TRI BUILT MODRIT FL16027-R2.odf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FI 'I 6027 R2 AE 2017 09 FINAL ER TRt- BUILT MODBIT EL16027-R2.odf Created by Independent Third Party: Yes $8clt {Nt:Xi The State of Florida is on AA/EEO employer. Coavrlaht 2007-2013 State of Florida.:: Prlvaa atsment :: Acceas{bility Statement :: �H 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 mall. If you have any questions, please contact 85a.487.1395. *Pt 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an emal ane. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not we addmMs please provide the -Department with. an email.address-which can be made available to the public. TAD determine If you era a licensee un please dick hsm.. Product Approval AccePtaa .Cred ftard. Sefa ` TRINrTY J ERQ T" Deck AppBtation , Type Description pap 1A-1 Wood New or Reroof (Tear -OM A-2 Mech. Attached Anchor Sheet; Banded Insulation, Bonded Roof Covet 4 1A-2 Wood New, Reroof (Tear -Ott or Recover A-2 Mach. Attached Anchor Sheek, Bonded Insulation, Bonded Roof Cover 5 IB Wood New, Reroof (Team or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 IC Wood New, Remof (fear-" or Recover C Meth, Attached Insulation, Banded Roof Cover 6 10 Wood New, Reroof (fear -OM or Recover D Prelim. Attached insulation, Mech. Attached Base Sheet Bonded Roof Cover 6 1E-1 Wood New or Reroof (Tear -Off) E Nan -insulated, Mich. Attached Base Sheet, Banded Roof Cover 7 1E-2 Wood New, Reroof (Tear -Off? or Recover E Non -Insulated, Mech. Attached Base Sheet Bonded Roof Cover B 1F Wood New or Reroof (Tear -Offs F Non -Insulated, Bonded Roof Cover g 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B _ _ _ _ Mech. Attached Base Insulation, Bonded Top Insulation, Bonded 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 -Off) 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 38 Structural concrete New or Reroof (Tear -OM F Norrinwlated, Banded Roof Cover 14 4A Lmnc New or Reroof tTear-OM A-1 Bonded Insulation, Bonded Roof Cover 15-16 48 LVAC New or iterooi (Tear -ON) A-2 Mech. Attached Anchor Sheet, Bonded insulation, Banded Roof Cover 16 4C —LWIC ---- --New-or Reroof (Tear -Off) E Nomnsulated, Mech. Attached Base Sheet, Bonded Roof Cover 17-19 SA CWF New or Reroof (Tear -Off) —A-1 Banded Insulation, Bonded Roof Cover 20 58 CWF New, Reroof (fear -Off) or Recover A-2 Mech. Attached Anchor Sheet; Bonded Insulation, Bonded Roof Cover 21 SC CWF New, Reroof (fear -Off) or Recover B Mech. Attached Base InsulatiM Bonded Top Insulation, Bonded hoof 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 Nwrtnsub ted. Meth. Attached Base Sheet, Bonded Roof Cover 22 6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 23 68 Gypsum New, Reroof (fear -off) or Recover A-Z Me& Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 24 6C Gypsum New, Reroof (Tear-Ofi) or Recover C Mech. Attadred Insulation, Bonded Roof Cover 24 6D Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Medh. 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, Banded Base Sheet Bonded Roof Cover 26 The following notes aochr to the systems oufted herein: 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 Juracliction. 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 0.754rich penetration. A 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 laver or cornbinatlon of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the QA requirements of F.A.C. Rule 61GZG-3 and is documented as meeting FBC 1S05.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Exterior Research and Design, L►C- d/b/a Trinky (ERD Evaluation Report A42970.10.1242 for Ft isiin-R2 Certificate ofAudhorhotion e9503 eEDMON 120171 FBC NON-HVHZ EVALUATION Revision 2: 09125/2017 Prepared by: Robert Nieninen, PE-59166 T"UR.T Modified Bkumen Roof Systems; (800) S16-140 Appendix 1, Page 1 of 26 ` TRIi�UTY'ERD -( 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid Insulation board for System Type b (mechanically attached base sheet, banded roof cover), whereby the base sheet fasteners are installed though 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 decks and structural members shall, be in accordance with FiIC requirements to the satisfaction of the Authority Having Jurisdiction. Lead resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation- S. Preliminary insulation attachment for System Type Dk Unless otherwise noted, refer to Section 2.2 IML3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates areas follows. Ribbon or bead width Is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. . D HA(HA): Full coverage at 25-30lbs/square. D Dow iNSTA STIK Olugc Set insulation Adhesive ID -IS): Continuous 0,75 to 1-Inch wide ribbons,12-inch o.c. D Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-Inch wide ribbons,l2-inch o.c. D OMG OlyBond SW (OW00): Continuous 0.75 to 14nch wide ribbons,12-Inch o.c. (PaceCart or SpotShot). Nate: Olyound Greer may be used where OlyBwhd SW is referenced. Y ON11ond Classic (OB classic)• Full coverage at 1 gal%square. ➢ ICP Adhesive & Sealants CR 20: Continuous 2.5-3.S4rxh wide ribbons,12-inch o.c > Notre: When multiple layers(s) of insulation and/or eowrboard are installed in ribbon -applied adhesive, adhesive ribbons shot) be staggered from layer-ro-layer a distance of a ae-hoythe ribbon spacing. D Note: Vie maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be nodes~: than one -hail the spedjled ribbons spacing. 7. Unless otherwise noted, all Insulations are flat stock or taper board of the minimum thickness noted. Tapered pohisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MOP)1imitatimm In no case shall these values be used to %tcrease' the MOP listings in the tables; rattier If MOP listing below meets or exceeds that fisted 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: D-Millennium One Step Foamable Adhesive (M-OSFA): MOP -157S psf (Min, 0.54neh thick) MDP -45.0 psf (Min. 0.54nch brick Multi -Max FA-3) y OL4G OlyBond 500 (OB500): - MDP-- - -SS7.Spsf--(Min. 0 5 i►hdr thick ISO 95+GL) D OMG OtyBond SW (08500): MOP -315.0 psf (Min. 0.5-lnch thick ENRGY 3)- - - -- - - - - A OMG O"ond S00 (OBS00): MOP 427S psf (Min. 0.5-inch thick ACFoam 11) - - - D iCP Adhesive & Sealants CR-20: MDP -1175 psf (Min. lO•indh thick) 8. Bonded polyisocyanurate Insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in aocnrdanee with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSVSPRI WDi, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.7-10.2 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2f3 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 16, and no rational analysis is permitted. IL 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 shall be in accordance with ANSI/SPRI 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) shall 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/SPR1 IA-!, ASTM ®07, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 14. Ughtwelght Insulating Concrete (LWC) shall be cast in accordance with FBC Section 2917 to 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 shad be 300 pSL In A cases, the minimum top -coat thickness Is 2-inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point L Exterior Research and Design, LLC. d/b/a 7rinitVIERO Evaluation ReportA42970.1%12-112 for FL16027-RZ ' Certificate of Autiwrization d9503 6r" EDITION (=7) FBC NON.HVHi EVAUJATION Revision 2: 09/25/1017 Prepared by: Robert Nieminen, PE 59166 TRI-BUILT Modified Bitumen Hoof Systems; ON) 516-146S Appendix 1, Page 2 of 26 Q-TRINITYIFAD 15. Unless otherwise noted, refer to the following references for banded base, ply or cap sheet applications. %,gg Reference LW," Material Application BP -AA Base Ply FBC Approved ASTM 04601, Type 11 48-a and Ply sheets, Asphalt -Applied) HA at 2040 lWsquare Ply FBC Approved ASTM D2179, Type FV or VI (SBS, Asphalt -Applied) Cap Ply TriBuitt SBS Granular HA at AW10 lbs/square SBS-TA (SBS, Torch -Applied} Cap Ph/ TrIBUItt SBS Granular Torch -Applied SBS-SA Base Ply TriBuRtSASRS8ase (SBS, Self -Adhering) Self-Adherft Cap Ply TMW1t5ASBSCap APP TA Base Ply or Ply Trilluilt APP Smooth {APP, Torch-Appried) Torch -Applied Cap Ply TrilluidtAPP, Smooth, TMullt APP Granular APP-SA (APP, Self -Adhering) Cap Ply TfifiUllt SA APP Cap Self -Adhering �16. Vapor barrier options for useoverstructural cw=eW ded followed by adhered Insulation carry the following Maodmum, Design Pressure (MDP) limitations. The —IeM of the MDP listings below us. time In Table 3A applies: 0 Option dI P bile, Vapor BaMer insulation Adheshre MOP fps" Type Attach V11-1. ASTM D41 TriBuOt SA SBS Base SW -Adhering Inta-Stile or CR-20, 124nch o.c. -fto VB-2- ASTM D41 Trilluilt SA SOS Cap Self -Adhering Insta-Stik 12-inch oc. -75.0 VS-3. ASTM D41 TriBuilt SA SOS Cap Seff-Adhering Millennium One Step Foarnable Adhesive, 124nch oc. -157.5 VB-4. ASTM D41 TnBullt SA SBS Cap Self -Adhering CR-ZA 12-Inch o.c. 270.0 VS-S. ASTM D41 TriBuNt SA SBS Base Self -Adhering 1 101111ennIurn One Step Foamable AdhesWA Millennium PS-1 Pump Grade Adhesive, OIV8oncI 500 or CR-20, 12-Inch mc. -2".0 2.7. Dens Deck shall be field -primed with P6100 prior to self -adhering membrane application. Refer to tables herein for other priming requirement& 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, LLC. d/b/a Trinity I ERD Certificate nfAuthorization #9503 Pnepared by. Robert Meminen;, PE-S9166 eMTlM(2017)FBC NON4MaF.VAWAMON TRI-BUILT Mociffield Mu"We" Roof systems; (900) siral-Ma Evaluation Report A42970.10.22-RZ for I:LIGW-RZ Revision 2:09/25/2017 Appendix 1, Page 3 of 26 L:1 Tpjm.TY ERD 7P V Al SVSWM Sass Sheet Roof Cover (Note iQ MOP N11L Dedt (Nate 1) (PA Sam Fasteners Attaoh am Ply cap ply twin. Hra-inch 94neb o.c. at 2-Inch lap and 19-Inch oc. in two, (Optioml)OP-Alkor SM-AA, SBS-TA W-14 plywood at nim 24- PoWass Elaswbase Simples W equally spaced, staggered tinter routs APP-TA or APP-TA -4S.V inch sparis W-15 Win. 15/324nch plywood at in=. 24- ftlyglass Elastobase ShnpkxMAXX Cap 94rich ox- at 24nch lap and 12-inch ox- in two. (Optional) 8P-AA or SOS -AA, SOS -TA -52.5 equally spaced, staNered center rows APP-TA orAPP-TA Min. 19/32-inch PalVglass EiasWbase, PoWlass ElastGbase (Optional) One or rw.-�16— plywoodatmm P*' palygtass G2 Sase, CertainTeed 32 ga, 1-5/"ch diameter tin caps 8-Inch o.c. In 4-inch lap and 8-Inch ox. In three; more BP -AA or SES-AA, SBS- TX APP-TA -W.G 24-inch spans Glasbase, Firestone MB Base, JM Perma- with 11 ga, annular ring shank nails equally spaced, staggered center rows APP-TA Ply 23, TarnkG Glass Base or GAFGLAS 975 Mim 19/324nch PolMlass Elastobase or PoWass; 32 ga, 1-5/8-Inch diameter tin caps 8-inch ox-in 44nch lap and 8-inch c.c. in three, (Optional)Onear SBS-SA, APP- W-17 plywood at may- Elastobase Poly with poly top surface with U ga. annular ring shank nails equally spaced, staggered center rows more SBS-SA or SA, SBS-TA or -fimo 244riclispans APP-TA APP-TA Min iS/32-Inch 64nch ac. at 24nch lap and &4nch ox- in two, j0ptitmaQ BP -AA or S65-AJ% SBS-TA W-18 pwood at max 9-- polulassElastabase— --- -Simplex MAXX Cap -equW spaced, staggered center rows-- ADP -TA 90.0 inch Spam -*rAPP-TA W-19 Min. 29/32-Inch plywood at max Polystass Elastobase or Polygliiss 32 ga, 1-5/94nch diameter tin caps 44nch o.m in 4-inch lap and 4-inch o.c. In four, 10ptionaDoneor more SBS-SA or SWSA, APP- SA. SBS-TA or -975 244nch spans abase Poly with poly top surface with 11 ga. annular ring shank nails. equally Spaced, staggered center rows APP-TA I APP-TA Mirt. IS/324nch 64neb o.c. at 2-inch lap and 64nch ox- in three, (Optional) BP -AA or S8SAk36S-TA W-20 plywood at max. 24- Potiglass Elastobase Simplex MAXX Cap equally spaced, staggered center rows APP-TA orAFF-TA -205.0 Inch Spam W-21 Min. 19132-inch plywood atmax. Polyglass Elastobase or PoWass 32 ga., 1-5/8-inch diameter tin caps 64nch o.c. In 4-Inch lap and 6-inch ox- in four, (Optional) One or more SP-AAor SBS-AA. SSS- -112.5 Elastobase Poly with 11 ga. annular ring shank nails equally spaced, staggered center rows TA, APP-TA 24-inch spans APP-TA Min. 19/324nch 32 ga, 1-5/84mb diameter tin caps SBS-SA, APP- W-22 plywood at max PoIV&ss Elaswbase or Polmlass with 11 ga. annular clog shank nails. 6-inch ox- In 44orh lap and Goinch ox-in four, (Optional) Oneor SA, SBS-TAor -112-5 24-Inch spans Elastobase Poly with poly top surface Note: Tin caps are to be primed with equally Spaced, staggered center rows moreAPP-TA APP-TA j ASTM D41 primer. I I I Exterior Research and Design, LLC— d/b/a Tvinity JERD certificate of AuthorLtation 49503 Prepared by. Robert Wierninen, PE-59166 e EDITION (2017) FOC NON41VHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systims; (800) 518-1435 Evaluation Report A42970.10.12-02 for FLlM7-RZ Revision 2.09/25/2017 Appendix 1. Page 7 of 26