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Home My WebLink AboutProduct Approval File Copy . Professional ^^M� SCS Morrie I Lag In User Registration Hot TOP- Submit Surdiar9e Stats&Fad PuDliotions FEC Staff BQS Site Mao I LIn16 Search I F6da , Product Approval 4�riLCl� �M I e�iC7� Uh fi! IA�H EPS i 1 us£a_pubUc user ;RE THE RESKNSIBILITY-OF THF =,=P PrDCUR ADDrnval Men,>Product or ADDCd6O $¢a >ADDlird t0 riSt> � � ,nNTRArT�R OF REM FL S FL16027-R1 Application Type Region Code ae 2014 APpl;tation Status Approved THILSE PLANS AND ALL PROPOSED i10O—,K ARE SUBJECT TO ANY CORRECTIONS Cornmer s REQUIRED BY FIELD INSPECTORS THi Archived — t iMAY BF NECESeARY Ip ORDS TO Product Manufacturer TRI-BUILT Roofing Products C0rlPLy,WITH�:.L f.,PPLICAC4,y C U,DE Address/Phone/Email 9050 Louisiana Street Merrillville,IN 46,410 (201)842-2449 da vi d.ru¢@tri bu i ranateria ISg rou P.m m Authorized Signature David Rua ��D 0415 -�; david.rui2. tr buitmeteriaLSgrouP-coca - .:�.� I tj;i •A, i-':_� V1 -rte,t. Technical Reg tisentative C Richard SChurman 1CG V1 L 2�; Address/Phone/Email 9050 Louisiana Street DATE Merrillville,IN 46410 i L-kNS AND P�'Ti 11T`11.'JT EE KEPT C .JO:: rich.schurman@alliedbui ldi rg.Com CIL N2 Quality Assurance Representative C Richard Schurman Address/Phone/Email 9050 Louisiana Street Merrillville,IN 46410 rich.sch urman@all iedbuildirg.Com Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Flonda Professional Engineer Evaluation Report-Hardcopy Received 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 03(3112019 Validated By John W.Knezevidh,PE J' Validation Checklist-Hardcopy Received Certificate of Independence P_16027 121 COI 2015 01 COI Niemmen.oaf Referenced Standard and Year(of Standard) $ta rtdard Year ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 FM 4470 1992 FM 4474 2004 Equivalence of Product Standards Certified By Sections from the Code http://www.flon'dabwlding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtFPmdYiND... 12/14/2016 TRINITY ERD � � kNDlk '!� i►C.M �C(�1'i'W � a 1 }' �'k, � �� Table Deck Application Type Description page 1A-1 Wood New or Reroof(Tear-Off) A-2 Mach,Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover _ 4 1A-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5 18 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 1E-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 g 2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech,Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 28 Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 11 2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 11 3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 12-14 3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover 15 38 Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 15 4A LWIC New or Reroof(Tear-Off) A-1 Bonded insulation Bonded Roof Cover 16-17 48 LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 17 4C LWIC New or Reroof(Tear-Off) E Non-Insulated Mech.Attached Base Sheet,Bonded Roof Cover 18-20 SA CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 21 58 CWF New,Reroof(Tear-Off)or Recover A-2 Mech,Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 22 SC CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 22 5D CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 23 5E CWF New,Reroof(Tear-Off)or Recover E Non-Insulated Mech.Attached Base Sheet,Bonded Roof Cover 23 6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 24 6B Gypsum New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet Bonded Insulation,Bonded Roof Cover 25 6C Gypsum New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation Bonded Roof Cover 25 6D Gypsum New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 25 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 26-27 7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover The foRowina notes apply to the systems outlined herein: 1. 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 AHJ. 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 0.75-Inch penetration. D Steel: Minimum 0,75-Inch penetration and engage the top flute of the steel deck. ➢ 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 layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perllte,Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board that meets the CIA requirements of F.A.C.Rule 61G20-3 and Is documented as meeting FBC 1505.1 and,for foam plastic,FBC 2603.4.1 or 2603.6,when Installed with the roof cover. Exterior Research and Design,LLC.d/b/a Trinity(ERD Evaluation Report A42970.10.12-RI for FL16027-R3 Certificate of Authorization H9503 Revision 1:03/23/2015 Prepared by: Robert Nleminen,PE-59166 Appendix 1,Page 1 of 27 TRINITY'ERD 4. 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,bonded root 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 decks and structural members shall be In accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. S. 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. HA(HA): Full coverage at 25-30 lbs/square. D Dow Insta-Stlk Roofing Adhesive(D-IS): Continuous 0,75 to 1-Inch wide ribbons,12-Inch o.c. Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0,25 to 0.5-Inch wide ribbons,12-Inch o.c. D OMG OlyBond 500(08500): Continuous 0.75 to 1-Inch wide ribbons,12-Inch o.c.(PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 Is referenced, D OlyBond Classic(08 Classic): Full coverage at 1 gal/square. ➢ 3M CR-20: Continuous 2.5-3.5-Inch wide ribbons,12-Inch o,c. D Note: When multiple layers(s)of insulation and/or coverboard are Installed In ribbon-applied adhesive,adhesive ribbons shall be staggered from layer-to-layer a distance of one-half the ribbon spacing. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the specified ribbons spacing. 6. Unless otherwise noted,all Insulations are flat stock or taper board of the minimum thickness noted. Tapered polylsocyanurate 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 MDP listing 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: 9 Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-Inch thick) Y OMG OlyBond 500(08500): MDP -45.0 psf (Min.05-Inch thick Multi-Max FA-3) ➢ OMG OlyBond 500(08500): MDP -187,5 psf (Min.0,5-Inch thick ISO 95+GL) ➢ OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-Inch thick ENRGY 3) ➢ OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-Inch thick ACFoam 11) 3M CR-20: MDP -117.5 psf (Min.1.0-Inch thick) 7. Bonded polylsocyanu rate Insulation boards shall be maximum 4 x 4 ft. 8. 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 accordance wlth 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 RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk"carry the limitations set forth in Section 2.2.1.5,1(a)of FM LPDS 1-29 for Zone 2/3 enhancements. 9. For fully bonded assemblies,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined In accordance with F8C Chapter 16,and no rational analysis Is permitted. 10. 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 TAS 105 or ANSI/SPRI FK-1, 11. For existing substrates In a bonded recover Installation,the existing roof system shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system shall be capable< resisting project design pressures on Its own merit to the satisfaction of the AHJ,as documented through field uplift testing In accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124, 12. For Recover Applications using System Type D,the Insulation Is optional;however,the existing roof system shall be suitable for a recover application. 13. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC Is referenced,refer to current LWIC Product Approval for specific deck construction and limitations. For systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness Is 2-Inches. For LWIC over structural concrete, reference Is made to FBC Section 1917.4.1,Point 1. Exterior Research and Design,LLC.d/b/a TrinityjERD Evaluation Report A42970.10.12-R1 for FL16027-R1 Certificate of Authorization#9503 Revision 1:03/23/2015 Prepared by: Robert Nleminen,PE-59166 Appendix 1,Page 2 of 27 14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. ��TRINITYIERD b Reference Layer Material Application BP-AA Base FBC Approved ASTM D4601,Type II (Base and Ply sheets,Asphalt-Applied) Ply FBC Approved ASTM D2178,Type IV or VI HA at 20-40 lbs/square SBS-AA (SBS,Asphalt-Applied) Cap TrlBullt SBS Granular HA at 20-40 lbs/square SBS-TA (SBS,Torch-Applled) Cap TriBullt SBS Granular Torch-Applied SBS-SA Base TrlBullt SA SBS Base Self-Adhering (SBS,Self-Adhering) Cap TrlBuilt SA SBS Cap PP-TA Base or Ply TriBullt APP Smooth ( PP,Torch-Applied) Cap TrlBullt APP Smooth,TrlBullt APP GranularC�*-` Torch-Applied APP-SA (APP,Self-Adhering) Cap TrlBullt SA APP Cap Self-Adhering 15. The following represent priming requirements for gypsum-based coverboards: Dens Deck and Dens Deck Prime shall be field-primed with ASTM D41 primer prior to self-adhering or torch-applied membrane application. No priming Is required for hot-asphalt membrane applications. SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application. 16. "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)ERD Evaluation Report A42970.10.12-111 for FL16027-R1 Certificate of Authorization#9503 Revision 1:03/23/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 27 ��TRINITYIERD TABLE IE-1:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck(See Note 1) Base Sheet Roof Cover MDP No, Base Fasteners Attach Ply Cap IPSO Min.15/32-Inch W-14 plywood at max.24- Polyglass Elastobase Simplex MARX Cap 9-Inch o.c.at 2-Inch lap and 18-Inch o.c.In two, (Optional)BP-AA or SBS-AA,SBS-TA -45.0' Inch spans equally spaced,staggered center rows APP-TA or APP-TA Min. �) plywood 9-Inch o. .at and o.c.in two, (Optional)BP-AA or SBS-AA, -T W-15 plywoodod Inch at at max.24- Polyglass Elastobase Simplex MARX Cap o.c. 2h ld 1SBS-TA -52.5 Inch spans equally spaced,staggered center rows APP-TA or APP-TA Min.19/32-Inch Polyglass Elastobase,Polyglass Elastobase (Optional)One or Poly,Polyglass G2 Base,CertalnTeed 32 ga.,1-5/8-Inch diameter tin caps 8-Inch o.c.in 4-Inch lap and 8-Inch o.c.In three, r SBS-AA,SBS- 60.0 16 plywood at max, more BP-AA o Glasbase,Firestone MB Base 1 Perma- with 11 a. 24-Inch spans � M B annular ring shank nails equally spaced,staggered center rows APP-TA TA,APP-TA PI Tamko Glass Base or GAF LAS Min.19/32-Inch (Optional)One or SBS-SA,APP- Polyglass Elastobase or Polyglass 32 ga.,1-5/8-Inch diameter tin caps 8-Inch o.c.In 4-Inch lap and 8-Inch o.c,in three, more SBS-SA or SA,SBS-TA or -60.0 W-17 plywood at max. 24-Inch spans Elastobase Poly with poly top surface with 11 ga.annular ring shank nails equally spaced,staggered center rows APP-TA APP-TA Min,35/32-Inch W-18 plywood at max.24- Polyglass Elastobase Simplex MAXX Cap 6-Inch o.c,at 2-Inch lap and 6-Inch o.c.In two, (Optional)BP-AA or SBS-AA,SBS-TA equal) spaced,staggered center rows APP-TA or APP-TA 90.0 Inch spans Y P , BB Min,19/32-Inch Polyglass Elastobase or Polyglass 32 ga.,1-5/8-Inch diameter tin caps 4-Inch o.c.in 4-Inch lap and 4-Inch o.c.In four, (Optional)One or SBS-SA,APP- -19 plywood at max, more SBS-SA or SA,SBS-TA or -97.5 24-Inch spans Elastobase Poly with poly top surface with 11 ga,annular ring shank nails, equally spaced,staggered center rows APP-TA APP-TA Min.15/32-Inch W-20 plywood at max.24- Polyglass Elastobase Simplex MAXX Cap 6-Inch o.c.at 2-Inch lap and 6-Inch o.c.In three, (Optional)BP-AA or SBS-AA,SBS-TA -105.0 inch spans equally spaced,staggered center rows APP-TA or APP-TA Min.19/32-Inch (Optional)One or Polyglass Elastobase or Polyglass 32 ga.,1-5/8-Inch diameter tin caps 6-Inch o.c.in 4-Inch lap and 6-Inch o.c.In four, SBS-AA,SBS- W-21 plywood at max. Elastobase Poly with 11 ga.annular ring shank nails equally spaced,staggered center rows more BP-AA or TA,APP-TA -112.5 24-inch spans APD-TA 32 ga.,1-5/8-Inch diameter tin caps SBS-SA,APP- Min.19/32-Inch Polyglass Elastobase or Polyglass with 11 ga,annular ring shank nails. 6-Inch o.c.In 4-Inch lap and 6-inch o,c.In four, (Optional)One or W-22 plywood at max. Elastobase Polywith of to surface Note:Tin caps are to be rimed with equally spaced,staggered center rows more APP-TA SA,SBS-TA or 112.5 24-Inch spans poly P P p q N p gg APP-TA ASTM 041 primer. Exterior Research and Design,I.I.C.d/b/a Trinity)ERD Certificate of Authorization#9503 Revision Report A42970.10.12-R3 for FL16027-Ri Revision 1:03/23/2015 Prepared by: Robert Nleminen,PE-59166 Appendix 1,Page 7 of 27