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Home My WebLink AboutEVALUATION - ROOFROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: TRI-BUILT Modified Bitumen Roof Systems, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein_ 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind FM 4474 2011 1504.7 Impact FM 4470 2012 1S07.11.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 3. REFERENCES: Enifty Examination Reference Date ERD (TST6049) Physical Properties P10490.10.08-2 10/30/2008 ERD (TST6049) FM 4470/4474 P13760.09.09 09/10/2009 ERD (TST6049) FM 4470/4474 P13770.09.09 09/10/2009 ERD (TST6049) FM 4470/4474 P30540.11.09-R1 11/30/2009 ERD (TST6049) FM 4470/4474 P30550.12.09 12/02/2009 ERD (TST6049) Physical Properties P33960.12.10 12/30/2010 ERD (TST6049) FM 4470/4474 P33970.03.11 03/1S/2011 ERD (TST6049) Physical Properties P37S90.03.13-3A 03/06/2013 ERD (TST6049) FM 4470/4474 P39680.03.13 03/04/2013 ERD (TST6049) Physical Properties P37590.03.13-1-R1 06/26/2013 ERD (TST6049) Physical Properties P37590.03.13-2-R1 07/01/2013 ERD (TST6049) Physical Properties P37590.07.13-2 07/01/2013 ERD (TST6049) Physical Properties P37590.03.13-5-R1 07/01/2013 ERD (TST6049) Physical Properties P37590.07.13-1 07/02/2013 ERD (TST6049) Physical Properties P4594b.09.13 09/04/2013 ERD (TST6049) Physical Properties P44370.10.13 10/04/2013 FM Approvals (TST1867) FM 4470 2W7A7.AM 08/04/1994 FM Approvals (TST1867) FM 4470 'ODBA3.AM 04/04/1997 FM Approvals (TST1867) FM 4470 2DOAO.AM 12/23/1998 FM Approvals (TST1867) FM 4470 2D5A9.AM 06/22/1999 FM Approvals (TST1867) FM 4470 3006646 01/04/2000 FM Approvals (TST1867) FM 4470 3001334 01/25/2000 FM Approvals (TST1867) FM 4470 3001334 02/15/2000 FM Approvals (TST1867) FM 4470 3000857 01/12/2000 FM Approvals (TST1867) FM 4470 3004091 01/12/2000 FM Approvals (TST1867) FM 4470 3006115 05/02/2001 FM Approvals (TST1867) FM 4470 3012321 07/29/2002 FM Approvals (TST1867) FM 4470 3014692 08/05/2003 FM Approvals (TST1867) FM 4470 3014751 08/27/2003 FM Approvals (TST1867) FM 4470 3007170 01/13/2004 FM Approvals (TST1867) FM 4470 3019317 06/30/2004 FM Approvals (TST1867) FM 4470 3020703 07/30/2004 FM Approvals (TST1867) FM 4470/4474 3018332 01/31/2006 FM Approvals(TST1867) FM 4470/4474 3023368 03/20/2006 FM Approvals (TST1867) FM 4470/4474 3024594 05/23/2006 Exterior Research and Design, LLC. Evaluation Report A42970.10.12-R2 Certificate afAuthorization #9503 6 SEDITION(2017)FBCNON-HVHZEVALUATION FL16027-R2 TRI-BUILT Modified Bitumen Roof Systems, (800) 516-1485 Revision 2: 09/25/2017 o�....o ..Fw I Enti Examination Reference FM Approvals (TST1867) FM 4470/4474 3023458 FM Approvals (TST1867) FM 4470/4474 3030668 FM Approvals (TST1867) FM 4470/4474 3032172 PRI (T5T5878) Physical Properties PUSA-062-02-01 PRI (T5T5878) Physical Properties PU5A-061-02-02 PRI (TST5878) Physical Properties PUSA-064-02-02 PRI (TST5878) Physical Properties PUSA-062-02-02 Miami -Dade (CER1592) HVHZ Compliance Various NOAs Miami -Dade (CER1592) Proposal for Review 10-0823 UL LLC (QUA9625) Quality Control ML Agreement UL LLC (QUA9625) Quality Control ML Correlation, R27202 UL LLC (QUA9625) Quality Control Service Confirmation, R14571 TRINITY ERD Date 07/18/2006 09/12/2007 06/12/2009 12/04/2007 01/28/2008 02/27/2008 12/04/2008 Various 10/12/2010 02/27/2012 08/20/2012 Exp.10/06/2018 4. PRODUCT DESCRIPTION: This Evaluation Report covers TRI-BUILT Modified Bitumen Roof Systems installed in accordance with TRI-BUILT Materials Group, LLC published installation instructions and the Limitations / Conditions of Use herein. The following membranes make up the subject systems_ Table 1: it6ll-Go0-ds for TRI-BUILT Modified B1tdrsien`R6iif5ystems' Type Product Specification Reference Grade Type SBS Membranes TriBuilt SA 5135 Base ASTM D6163, Table 2 5 1 TriBuilt SBS Granular ASTM D6164 G I TriBuilt SA SBS Cap ASTM D6164 G I APP Membranes TriBuilt APP Smooth ASTM D6222 5 I TriBuilt APP Granular ASTM D6222 G I TriBuilt SA APP Cap ASTM D6222 G I S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 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, Agprcival.clocumentation_ _3---- —��" - _ 5.7 Fo�'mecha'nically attached'ins9lation or membrane'-o s np- onded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. 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 ANSI/SPRI WDl, 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 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. ExtErior Re -search and Design, LLC. Evaluation Report A42970.10.12-112 Certificate of Authorization #9503 o'" EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-R2 TRI-RIIILT ModiflPri Ritumon Rnnf SvctPmr. 19001 916-1ARS Revisinn 2: 09/25/2017 11 TRINITY ERD 5.8 For assemblies with all -components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 5.9 For mechanically attached insulation or membrane over existing roof 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. 5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system 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 ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or 1609.3(3). 5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. 6. INSTALLATION: 6.1 TRI-BUILT Modified Bitumen Roof Systems shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation instructions, subject to the Limitations / Conditions of Use noted below. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product- S. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL LLC —QUA9625; (314) 578-3406, k.chancellor@us.ul.com - THE 26-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC_ Evaluation Report A42970.10.12-R2 Certificate ofAuthad-ctioa #9503 6 'EDITION(2017)FBCNON-HVHZEVALUATION FL16027-R2 TRI-RI III T RA-4Ma4 Pn f C.r +f _ IAnrll C11r9 HRC Ra icin 7- nn/7G/7nl7 TRINITY APPENDIX 1' ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description 1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover SA-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 1B Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 1E-1 Wood New or Reroof (Tear -Off) - ._ E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 1E-2 Wood New, Reroof (Tear Off) Recover y E Non-Insulatgd, Mech. Attached Base Sheet, Bonded Roof Cover Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 3A Structural concrete New or Reroof (Tear -Off) A-f Bonded Insulation, Bonded Roof Cover 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4C LWIC New or Reroof (Tear -Off) E Non=insulated, Mech. Attached Base Sheet, Bonded Roof Cover 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover SD CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover SE CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover fiD Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover The following 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 Authority Having Ju 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: Y Wood: Minimum 0.75-inch penetration. ➢ 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 layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meet requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Exterior Research and Design, LLC. d/b/a Trinity)ERD Evaluation Report A42970.10.12-R2 for FL Certificate of Authorization #9503 6r"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09 Prepared by: Robert Nieminen PE-5916fi TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Pal 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 roof cover), whereby' 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 d 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 ani Approval documentation. 5. Preliminary Insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. 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 Instru Y HA (HA): Full coverage at 25-30 Ibs/square. Y Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): 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,l2-inch o.c. Y OMG OlyBond 500 (OB500): Continuous 0.75 to 1-Inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where O1yBond SOO is referee Y OlyBond Classic (OB Classic): Full coverage at 1 gal/square. Y ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-Inch wide ribbons, 12-inch o.c. Y 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. Y 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. 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following N 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 tab the thinner board listed below may be used as a drop -in forthe equivalent thicker material listed in the table: Y Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) ➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-Inch thick Multi -Max FA-3) Y OMG OlyBond 500 (013500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GL) Y OMG OlyBond 500 (OBSOO): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) Y OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II) Y ICP Adhesive & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch 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 accordance 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 ANSI/SPRI WD1, 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 2.2.10.1 of Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 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 16, and no rational analysis is pe 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 compariso 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 shall be examined for compatibility and bond performance with the selected adhesive, and the 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 accorda ANSI/SPRI IA-1, ASTM E907, 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. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to curr Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness Is For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, LLC. d/b/a Trinity(ERD Evaluation Report A42970.10.12-R2 for FL1 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/ Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Pag, 15. Unless otherwise noted, refer to the fallowing 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 (APP, Torch -Applied) I Base Ply or Ply TriBuilt APP Smooth Torch -Applied Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular APP-SA ' (APP, Self -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 applies: VAPOR BARRIER OPTIONS; STRUCTURAL' CONCRETE DECK; ADHERED INSULATION PERTABLE-3A Option ff Primer Vapor Barrier Insulation Adhesive p Type Attach VB-1. ASTM D41 TriBuilt SA SBS Base Self -Adhering Inta-Stik or CR-20, 12-Inch o.c. VB-2. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Insta-Stik, 12-inch o.c. VB-3. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Millennium One Step Foamable Adhesive, 12-inch o.c. VB-4. ASTM D41 TriBuilt SA SBS Cap Self -Adhering CR-20, 12-inch o.c. VB-5. ASTM D41 TriBuilt SA SBS Base Self Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20, 12-inch D.C. 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, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL Certificate of Authorization #9503 6t" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Pal •TABLE M-1::WOOD DECKS —NEW CONSTRUCTION OR REROOP(TEAR-OFF) SYSTEM TYPE A-2:•. MECHANICALLY ATTACHED ANCHOR'SHEET, BONDED.INSULATION;'BONDED ROCIPCOVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply Min. 0.25-inch Dens 8-inch o.c. in 4- Deck, Dens Deck Prime, Polyglass G2 Base, 32 ga., 1-5/8- inch lap and 8- (Optional) FBC SECUROCK Gypsum - Min. 19/32- CertainTeed Glasbase, Inch diameter inch o.c. in Approved, Fiber Roof Board, Min. (Optional) SBS-AA, yy-1 inch plywood Firestone MB Base, JM tin caps with 11 three, equally ASTM C1289, HA 0.75-inch FescoBoard HA BP -AA BP AA SBS-TA, at max. 24- Perma-Ply 28, Tamko ga. annular ring spaced, a II of iso- type p y' (homogeneous) or min. ( g 1 APP-TA Inch spans Glass Base or or shank nails staggered cyanurate 0.5-inch Structodek GAFGLAS center rows High Density Fiberboard Roof Insulation 8-inch o.c. in 4- Polyglass G2 Base, 32 ga ., 1-5/8 inch lap and 8- (Optional) FBC Min. 0.25-inch Dens (Optional) SBS-SA, Min. 19/32- CertainTeed Glasbase, inch diameter inch o.c. in Approved, Deck, Dens Deck Prime, One or APP-SA, W-2 inch plywood Firestone MB Base, JM tin caps with 11 three, equally ASTM C1289, HA SECUROCK Gypsum- HA SBS-SA more SBS SBS-TA or at max. 24- Perma-Ply 28, Tamko ga. annular ring spaced, type II polyiso- Fiber Roof Board SA or APP TA inch spans Glass Base or shank nails staggered cyanurate APP-TA GAFGLAS #75 center rows 6-inch o.c. in 4- Min. 2-inch D-IS, OB500, Min. 19/32- 32 ga., 1-5/8- inch lap and 6- ACFoam II, III, CR-20 or M- Min. 0.25-Inch Dens D-15, S85-AA, Inch plywood Polyglass Elastobase inch diameter inch o.c. in H-Shield, H- OSFA, atop Deck, Dens Deck Prime OB500, BP AA (Optional) SBS-TA, W-3 at max. 24- or Polyglass tin caps with 12 four, equally Shield CG, fastener or SECUROCK Gypsum- CR-20 or BP -AA APP-TA inch spans Elastobase Poly ga. annular ring spaced, Multi -Max FA3 rows, 7-inch Fiber Roof Board M-OSFA shank nails staggered or ENRGY-3 oc center rows 6-inch o.c. in 4- Min. 2-inch D-IS, OB500, (Optional) Min. 19/32- 32 ga., 1-5/8- inch lap and 6- ACFoam II, III, CR-20 or M- D-IS, One or SBS-SA, inch plywood Polyglass Elastobase inch diameter inch o.c. in H-Shield, H- OSFA, atop (Optional) Additional OB500, SBS-SA more SBS- APP-SA, W-4 at max. 24- or Polyglass tin caps with 12 four, equally Shield CG, fastener layers of base insulation CR-20 or SA or SBS-TA or Inch spans Elastobase Poly ga. annular ring spaced, Multi -Max FA3 rows, 7-inch M-OSFA APP TA APP-TA shank nails staggered or ENRGY-3 oc center rows Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for I Certificate of Authorization #9503 6'"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: ( Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, P TABLE-IA-2: WOOD DECKS —NEW CONSTRUCTION,.REROOF (TEAR -OFF) OR RECOVER -SYSTEM TYPEA-2: MECHANICALLYATTACHED.ANCHORSHEET,BONDEDINSUTATIONACINDEDROOF:COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply Min. 0.25-inch Dens Deck, Polyglass 12-inch o.c. in 4 (Optional) FBC Dens Deck Prime, SECUROCK Min. 19/32- Elastobase or OMG Flat Inch lap and 12- Approved, Gypsum -Fiber Roof Board, (Optional) SBS-AA, SBS- W-5 inch plywood Polyglass Bottom Plates inch o.c. in two, ASTM C1289, HA Min. 0.75-inch FescoBoard HA BP -AA BP -AA TA, APP-TA at max. 24- Elastobase (square) with equally Spaced, type II poiyiso- (homogeneous) or min. 0.5- inch spans Poly Roofgrip #12 staggered center cyanurate Inch Structodek High Density rows Fiberboard Roof Insulation Polyglass 12-inch o.c, in 4- (Optional) FBC (Optional) Min. 19/32- Elastobase or OMG Flat inch lap and 12- Approved, Min. 0.25-inch Dens Deck, One or SBS-SA, APP- W 6 inch plywood Polyglass Bottom Plates inch o.c. in two, ASTM C1289, HA Dens Deck Prime, SECUROCK HA SBS-SA more SBS- SA, SBS-TA at max. 24- Elastobase (square) with equally spaced, type 11 polyiso- Gypsum -Fiber Roof Board SA or APP- or APP-TA inch spans Poly Roofgrip412 staggered center cyanurate TA rows TABLE 1B: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY.ATTACHED BASE INSULATION; BONDED TOP INSULATION; BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) No. Deck (Note 1) Type Fasteners Attach Type Attach Base Ply Ply Cap Ply Min. 0.75-inch FescoBoard (Optional if (Optional if using Min. 19/32-inch Min. 1.5-inch Dekfast Hex with 1 per (homogeneous) or min. 0.5-inch HA using AA Ply) AA Base) One or SBS-AA, SBS-TA, W-7 plywood at max. 24-Inch ENRGY 3, H Shield Dekfast #12 or TruFast 1.33 ft z Structodek High Density Fiberboard more . or APP-TA spans or Polytherm MP-3 with TruFast DP Roof Insulation BP AA APP-TA1. Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FI Certificate of Authorization #9503 CH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 0! - Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, N h TRINIn TABLE 1C: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C:WECHANICALLY ATTACHED INSULATION; BONDED ROORCOVER• System Base Insulation Top Insulation Layer Roof Cover (Note 15) No. Deck (Note 1) Layer Type Fasteners Attach Base Ply Ply Cap Ply Min. 19/32-Inch (Optional) One or more layers, Min. 0.5-inch Structodek High Density Fiberboard Roof Insulation or min. 0.25- Dekfast Galvalume 1 per 1.33 ti (Optional l using (Optionalg SBS-AA, SBS-TA, APP- W-8 plywood at max. Steel Hex with z ft us AA using AA Ply) Onif Base) One or more BP -AA Base) e B TA 24-inch spans any combination, Inch Dens Deck, Dens Deck Prime or Dekfast #12 DP BP -AA or APP-TA loose laid SECUROCK Gypsum -Fiber Roof Board Dekfast Galvalume Min.19/32-Inch (Optional) One or more layers, Min. 1.5-inch ENRGY 3, H-Shield or Steel Hex with 1 per 1,33 (Optional) One or more SBS-SA, APP-SA, SBS- W-9 plywood at max. any combination, Polytherm Dekfast #12 DP or ftz SBS-SA SBS-SA or APP-TA TA or APP-TA 24-Inch spans TruFast MP-3 with loose laid TrUFast DP TABLE ID: WOOD DECKS —NEW CONSTRUCTION; REROOF.(TEAR-OFF) OR RECOVER SYSTEM TYPED: PRELIMINARILY ATTACHED INSULATION,,MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Insulation Layer(s) Base Sheet Roof Cover (Note 15) No. Deck (Note 1) Type Attach Base Fasteners Attach Base Ply Cap Ply Polyglass Elastobase, Polyglass OMG Flat Bottom Plates Min.19/32-inch Elastobase Poly, Polyglass G2 Base, (square) with Roofgrip 12-inch o.c. in 4-inch lap and 12- (Optional) One SBS-AA, W-10 plywood at inax. One or more layers, Prelim. CertalnTeed Glasbase, Firestone MB #14, Dekfast Hex with inch o.c. in two, equally spaced, or more BP -AA SBS-TA, 24-inch spans any combination Attached Base, JM Perma-Ply 28, Tamko Glass Dekfast #14 or TruFast staggered center rows or APP-TA APP-TA Base or GAFGLAS #75 MP-3 with TruFast HD SBS-SA; Min. 19/32-inch One or more layers, Prelim. Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast 12-Inch o.c. In 4-Inch lap and 12- One or more APP-SA, W-11 plywood at max. any combination Attached Elastobase Poly with poly top surface #14 or TruFast MP-3 with Inch o.c. in two, equally spaced, SBS-SA SBS-TA or 24-inch spans TruFast HD staggered Center rows APP-TA Min. 19/32-inch One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates 12-Inch o.c. in 4-Inch lap and 12- inch o.c. In two, equally spaced, (Optional) One or more BP -AA SBS-AA, SBS-TA, W-12 plywood at max. 24-Inch spans any combination Attached Elastobase Poly (square) with Roofgrip #12 staggered center rows or APP-TA APP-TA SBS-SA, 19/32-inch One or more layers, Prelim. Polyglass Elastobase or Polyglass lates OMG Fiat Bottom Plates 12-inch o.c. in 4-inch lap and 12- inch o.c. in two, equally spaced, One or more APO -SA, W-13 plywood at max. any combination Attached Elastobase Poly with poly top surface (square) with Roofgrip #12 staggered center rows SBS-SA SBS-TA or 24-inch spans APP-TA Exterior Research and Design, LLC. d/b/a Trinity ( ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6TH EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for Revision 2: Appendix 1, . TABLE 1E-1:.WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF). SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASESHEET, BONDED ROOF COVER System Base Sheet Roof Cover (Note 15) No. Deck (Note 1) Base Fasteners Attach Base Ply Cap Ply Min. 15/32-inch 9-inch o.c. at lap and 18-inch In two, (Optional) BP -AA or SBS-AA, SBS-TA W-14 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap d,inch s equally spaced, staggered center rows APP-TA or APP-TA or inch spans Min. 15/32-Inch o.c. at lap and in two, (Optional) BP -AA or , 585-TA W-15 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap d,Inch s enter rows equally spaced, staggered center rows equally APP-TA or APP or APP-TA inch spans Miwood 2-Inch Polyglass Elastobase, Polyglass Elastobase Poly, Polyglass G2 Base, CertainTeed 32 ga., 1-5/8-inch diameter tin caps 8-Inch o.c. in 4-inch lap and 8-inch o.c. in three, (Optional) One or more BP -AA or SBS-AA, SBS- W-16 plywood at max. Glasbase, Firestone MB Base, JM Perma- with 11 ga, annular ring shank nails equally spaced, staggered center rows APP-TA TA, APP-TA 24-inch spans ply 28, Tamko Glass Base or GAFGLAS N75 Min. 19/32-inch Polyglass Elastobase or Polyglass 32 ga., 1-5/8-inch diameter tin caps 8-inch o.c. in 4-inch lap and B-inch o.c. in three, (Optional) One or more SBS-SA or SBS-SA, APP- SA, SBS-TA or W-17 plywood at max. Elastobase Poly with poly top surface with 11 ga. annular ring shank nails equally spaced, staggered center rows APP-TA APP-TA 24-Inch spans Min. 15/32-inch 6-inch o.c. at 2-inch lap and o.c. in two, (Optional) BP -AA or , SBS-TA W-18 plywood at max, 24- Polyglass Elastobase Simplex MAXX Cap enter r equally spaced, staggered center rows APP-TA or APP-TA or APP inch spans 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 more SBS-SA or SBS-SA, APP- SA, SB5-TA or W-19 plywood at max. Elastobase Poly with poly top surface with 11 ga. annular ring shank nails, equally spaced, staggered center rows APP-TA APP-TA 24-inch spans Min. 15/32-inch 6-Inch o.c, at 2-inch lap and o.c. in three, (Optional) BP -AA or SB5-TA W-20 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap enter r equally spaced, staggered center rows APP-TA or APPSBS-AA, or APP-TA inch spans Min. 19/32-inch 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, (Optional) One or more BP -AA or SB5-AA, 5135- W-21 plywood at max. Elastobase Poly with 11 ga. annular ring shank nails equally spaced, staggered center rows APP-TA TA, APP-TA 24-Inch spans Min. 19/32-inch 32 ga., 1-5/8-inch diameter tin caps SBS-SA, APP- 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 SA, SBS-TA or W-22 plywood at max. Elastobase Poly with poly top surface Note: Tin caps are to be primed with equally spaced, staggered center rows more APP-TA APP TA 24-inch spans ASTM D41 primer. Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for Fl. Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: OS Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-148S Appendix 1, Pa TABLE 1E-2::WOOD DECKS —NEW.CONSTRUCTION; REROOF.(TEAR-OFF) OR RECOVER "� z 'SYSTEMTYPE E: NON -INSULATED; MECHANICALLY -ATTACHED BASE SHEET; BONDED'ROOF COVER. Base Sheet Roof Cover (Note 15, System No. Deck (Note 1) Base Ply Cap Ply Base Fasteners Attach Min. Inch Polyglass Elastobase, Polyglass Elastobase OMG Flat Bottom Plates s with (square) 12-Inch o.c. in 4-inch lap and 12-inch (Optional) One or SBS-AA, SBS W-1 plyw000dd aat t max. poly, Polyglass G2 Base, CertalnTeed Roofgrip #14, Dekfast Hex with Dekfast q14 o.c. in two, equally spaced, staggered more BP -AA or TA, APP-TA 24-inch spans as Glasbase, Firestone MB Base, JM Perma- or TruFast MP-3 with TruFast HD center rows APP-TA Ply 28, TamkGlass Base GAFGLAS #75 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 o.c. in two, equally spaced, staggered One or more SBS- SBS-SA, APP- SA, SBS-TA or W-2 plywood at max. Elastobase Poly with poly top surface 3 with TruFast HD center rows SA APP-TA 24-inch spans 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 o.c. in two, equally spaced, staggered (Optional) One or more BP -AA or SBS-AA, SBS- W-3 plywood at max. Elastobase Poly Roofgrip #12 center rows APP-TA TA, APP TA 24-inch spans 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 o.c. in two, equally spaced, staggered One or more SBS- SBS-SA, APP- SA SBS-TA or W-4 plywood at max. Elastobase Poly with poly top surface Roofgrip #12 center rows SA APP-TA 24-inch spans TABLE 1F: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System Roof Cover (Note 15) Deck Primer I I n— o Cap Ply---- Vy 5 f�in..15/32-1ncn plywood (OptionalJASTIVM~� D4 ,None' G ^ — --- =`585 5A' _._ orAPP-TA- eat:max 24=inch spans N:. • -- n _ ..� -APP TA, u 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 APP-TA or APP-TA at max. 24-Inch spans SBS Base, rolled Into place to create continuous bond. Exterior Research and Design, U.C. d/b/a Trinity ) ERD Evaluation Report A42970.10.12-R2 for 1 Certificate of Authorization #9503 Gr" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: ( Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, F TRIM TABLE 2A: STEEL OR STRUCTURAL CONCRETE DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) oR, RECOVER 'SYSTEM TYPEIB: MECHANICALLY ATTACHED BASE INSUL . ATION;BONDEDIOPINSULATIONF BONDED ROORCOVER System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) No. Deck (Note 1) Type' Fasteners Attach Type Attach Base Ply Ply Cap Ply Min. 22 ga., type B, Min. 1.5-inch Dekfast Hex with Min. 0.75-inch FescoBoard (Optional if using Grade 33 steel or ACFoam II, ENRGY Dekfast 414, Trufast MP-3 Trufast HD , 1 2 ft (homogeneous) or min. 0.5-inch HA (Optional if using AA Base) One or SBS-AA, SBS SC-1. min, 2,500 psi 3, H-Shield or with or per Structodek High Density AA Ply) BP -AA more BP -AA or TA, APP-TA structrual concrete Polytherm OMG 3-inch Galy Plate Fiberboard Roof Insulation APP-TA with OMD HD Min. 22 ga., type B, Min. 2-inch Dekfast Hex with Min. 0.75-inch FescoBoard (Optional if using Grade 33 steel or ACFoam II ENRGY Dekfast #14, Trufast MP-3 Trufast HD z 1 4 ft� (homogeneous) or min. 0.5-inch HA (Optional if using AA Base) One or SBS-AA, SBS SC-2, min. 2,500 psi 3, H-Shield or with or per Structodek High Density AA Ply) BP -AA more BP -AA or TA, APP-TA structrual concrete Polytherm OMG 3-inch Galy Plate Fiberboard Roof Insulation APP-TA with OMD HD Min. 22 ga., type B, Grade 33 steel or Min. 1.5-inch Dekfast Hex with 1 per 1.33 Min. 0.75-Inch FescoBoard (homogeneous) or min. 0.5-inch (Optional if using (Optional if using AA Base) One or SBS-AA, SBS SC-3. min. 2,500 psi ENRGY 3, H-Shleld Dekfast #14 or TruFast ftz Structodek High Density HA AA Ply) BP -AA more BP -AA or TA, APP-TA structrual concrete or Polytherm MP-3 with TruFast HD Fiberboard Roof Insulation APP-TA Min. 22 ga., type B, Min. 1.5-Inch Dekfast Hex with Min. 0.75-inch FescoBoard (Top BP -AA To surface One or more SBS- A, APF SC-4. Grade 33 steel or ENRGY 3, H-Shield Dekfast #14 or 1 per z 1.33 (homogeneous) or min. 0.5-inch HA P rimed with ASTM layers, SBS-SA or SA, SBS-TA min. 2,500 psi or Polytherm MP-3 with TruFast HD ft Structodek High Density D41 primer) APP-TA or APP-TA structrual concrete _ Fiberboard Roof Insulation TABLE 2B: STEEL OR STRUCTURAL CONCRETE DECKS— NEW..CONSTRUCTION, REROOF (TEAR-OFF)OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Base Insulation Top Insulation Layer Roof Cover (Note 15) No Deck (Note 1) Layer Type Fasteners Attach Base Ply Ply Cap Ply Min. 22 ga., type B, (Optional) One or (Optional if (Optional if using AA SC 5. Grade 33 steel or more layers, any Min. 0.5-inch SECUROCK Gypsum- OMG 3-inch Galvalume Steel 1 per 1.78 using AA Ply) Base) One or more BP- SBS-AA, SBS min. 2,500 psi combination, loose Fiber Roof Board Plate with OMG #14 HD ftz BP -AA AA or APP-TA TA, APP-TA structrual concrete laid Min. 0.5-inch Structodek High Min. 22 ga., type B, One or more layers, Density Fiberboard Roof Dekfast Galvalume Steel Hex with (Optional If (Optional if using AA ( P g SC-6. Grade 33 steel or any combination, Insulation or min. 0.25-inch Dens Dekfast 412 (steel only) or #14 or 1 per 1.33 using AA Ply) Base) One or more BP- SBS-AA, SBS min. 2,500 psi loose laid Deck, Dens Deck Prime or TruFast MP-3 with TruFast DP ftz BP -AA AA or APP-TA TA, APP-TA structrual concrete SECUROCK Gypsum -Fiber Roof (steel only) or HD Board Min. 22 ga., type B, (Optional) Dekfast Galvalume Steel Hex with SBS-AA, SBS Grade 33 steel or One or more layers, Min. 1.5-inch ENRGY 3, H-Shield Dekfast #12 (steel only) or #14 or 1 per 1.33 SBS-SA (Optional) One or more TA, SBS-SA, SC-7. min. 2,500 psi any combination, or Polytherm TruFast MP-3 with TruFast DP ftz SBS-SA or APP-TA APP-TA, APF structrual concrete loose laid (steel only) or HD SA Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.10A2-112 for Certificate of Authorization #9503 a"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, TRIN17 TABLE 2A: STEEL OR STRUCTURAL CONCRETE DECKS NEW CONSTRUCTION,' REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B:. MECHANICALLY ATTACHED. BASE INSULATION; BONDED TOP INSULATION; BONDED:ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) No. Deck (Note i) Type Fasteners Attach Type Attach Base Ply Ply Cap Ply Min. 22 ga., type B, Min. 1.5-inch Dekfast Hex with Dekfast #14, Trufast Min. 0.75-inch FescoBoard (Optional if using SC-1. Grade 33 steel or ACFoam II, ENRGY MP-3 with Trufast HD or , 1 per 2 ft' (homogeneous) or min. 0.5-inch HA (Optional if using AA Base) One or SBS-AA, SB' min. 2,500 psi 3, H-Shield or Structodek High Density AA Ply) BP -AA more BP -AA or TA, APP-TA structrual concrete Polytherm OMG 3-inch Galy Plate Fiberboard Roof Insulation APP-TA with OMD HD Min. 22 ga., type B, Min. 2-inch Dekfast Hex with Min. 0.75-inch FescoBoard (Optional if using Grade 33 steel or ACFoam II, ENRGY Dekfast 414, Trufast MP-3 Trufast HD , 1 4 ft' (homogeneous) or min. 0.5-inch HA (Optional if using AA Base) One or SBS-AA, SB: SC-2. min. 2,500 psi 3, H-Shield or with or per Structodek High Density AA Ply) BP -AA more BP -AA or TA, APP-TA structrual concrete Polytherm OMG 3-inch Galy Plate Fiberboard Roof Insulation APP-TA with OMD HD Min. 22 ga., type B, Grade 33 steel or Min. 1.5 inch Dekfast Hex with 1 per 1.33 Min. 0.75-inch FescoBoard (homogeneous) or min. 0.5-inch (Optional if using (Optional if using AA Base) One or SBS-AA, SB. SC-3. min. 2,500 psi ENRGY 3, H-Shield Dekfast #14 or Trufast z ft Structodek High Density HA AA Ply) BP -AA more BP -AA or TA, APP-TA structrual concrete or Polytherm MP-3 with TruFast HD Fiberboard Roof Insulation APP-TA Min. 22 ga., type B, Min. 1.5-Inch Dekfast Hex with Min. 0.75-Inch FescoBoard BP -AA (Top surface One or more SBS-SA, APf SC-4. Grade 33 steel or ENRGY 3, H-Shield Dekfast #14 or TruFast 1 per 1.33 z (homogeneous) or min. 0.5-inch High Density HA P rimed with ASTM layers, SBS-SA or Y SA, SBS-TA min. 2,500 psi or Polytherm MP-3 with Trufast HD ft Structodek D41 primer) APP-TA or PP -TA structrual concrete Fiberboard Roof Insulation TABLE 2B:. STEEL OR STRUCTURAL CONCRETE DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Base Insulation Top Insulation Layer Roof Cover (Note 15) T Type Fasteners Attach Base Ply PI Y Ca Ply P No Deck (Note 1) Layer y Min. 22 ga., type B, (Optional) One or (Optional if (Optional if using AA SC-5. Grade 33 steel or more layers, any Min. 0.5-inch SECUROCK Gypsum- OMG 3-inch Galvalume Steel 1 per 1.78 using AA Ply) Base) Oise or more BP- SBS-AA, SB! min. 2,500 psi combination, loose . Fiber Roof Board Plate with OMG #14 HD ft, BP -AA AA or APP-TA TA APP-TA structrual concrete laid Min. 0.5-Inch Structodek High Min. 22 ga., type B, One more layers, Density Fiberboard Roof Dekfast Galvalume Steel Hex with (Optional if (Optional if using AA ( P g SBS-AA, SB'- SC-6. Grade 33 steel or any combination, o Insulation or min. 0.25-inch Dens Dekfast #12 (steel only) or #14 or 1 per 1.33 using AA Ply) Base) One or more BP- TA, APP-TA min. 2,500 psi loose laid Deck, Dens Deck Prime or TruFast MP-3 with TruFast DP ft, BP -AA AA or APP-TA structrual concrete SECUROCK Gypsum -Fiber Roof (steel only) or HD Board Min. 22 ga., type B, (Optional) Dekfast Galvalume Steel Hex with SBS-AA, SB! Grade 33 steel or One or more layers, Min.1.5-inch ENRGY 3, H-Shield Dekfast #12 (steel only) or #14 or 1 per 1.33 SBS 5A (Optional) One or more TA, SBS-SA, SC-7. min. 2,500 psi any combination, or Polytherm TruFast MP-3 with Trufast DP ft, SBS-SA or APP-TA APP-TA, AN structrual concrete loose laid (steel only) or HD SA Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 fo Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVH2 EVALUATION Revision 2 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, TABLE 2C: STEEL OR -STRUCTURAL CONCRETE DECKS —NEW CONSTRUCTION, REROOF (TEAR=OFF) oR RECOVER SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED.ROOF COVER NOTE:INSULATION IS OPTIONAL FOR RECOVER -APPLICATIONS System insulation Layer(s) Base Sheet Roof Cover (Note 15) No. Deck (Note 1) Type Attach Base Fasteners Attach Base Ply Cap Ply Min. 22 ga., type B, One or more Polyglass Elastobase, Polyglass OMG Flat Bottom Plates (square) 12-inch o.c. in 4-Inch lap (Optional) One or c SC 8. Grade 33 steel or min. layers, any Prelim. Elastobase Poly or JM Perma- with Roofgrip #14, Dekfast Hex and 18-inch o.c. in two, more BP -AA or APP- SBS-AA, SM 2,500 psi structrual Attached with Dekfast #14 or TruFast MP-3 equally spaced, staggered TA TA, APP-TA concrete combination Ply 28 with TruFast HD center rows Polyglass Elastobase, Polyglass Min. 22 ga., type B, Elastobase Poly, Polyglass G2 OMG Flat Bottom Plates (square) 12-Inch o.c. in 4-inch lap (Optional) One or Grade 33 steel or min. One more Prelim. Base, CertainTeed Glasbase, with Roofgrip #14, Dekfast Hex and 12-inch o.c. in two, more BP -AA or APP- SBS-AA, SBS SC-9. 2,500 psi structrual layers, any Attached Firestone MB Base, JM Perma- with Dekfast #14 or TruFast MP-3 equally spaced, staggered TA, APP-TA concrete combination Ply 28, Tamko Glass Base or with Trufast HD center rows GAFGLAS #75 Min. 22 ga., type B, One or more Polyglass Elastobase or OMG Flat Bottom Plates (square) 12-Inch o.c. in 4-Inch lap SBS-SA, APF SC-10. Grade 33 steel or min. layers, any Prelim, Polyglass Elastobase Poly with with Roofgrip #14, Dekfast Hex and 12-inch o.c. in two, One or more SBS-SA SA, SBS-TA 2,500 psi structrual combination Attached poly top surface with Dekfast #14 or TruFast MP-3 equally spaced, staggered or APP-TA concrete with TruFast HD center rows Min. 22 ga., type B, Grade 33 steel or min. One or more Prelim. Polyglass Elastobase or OMG Flat Bottom Plates (square) 12-inch o.c. in 4-inch lap and 12-inch o.c. in two, (Optional) One or SBS-AA, SBS SC-11. 2,500 psi structrual layers, any Attached Polyglass Elastobase Poly with Roofgrip #12 (steel only) or equally spaced, staggered more BP -AA or APP TA, APP-TA concrete combination #14 center rows TA Min. 22 ga., type B, One or more Polyglass Elastobase or OMG Flat Bottom Plates (square) 12-inch c.c. in 4-inch lap SBS-SA, APF SC-12. Grade 33 steel or min. layers, any Prelim. Polyglass Elastobase Poly with with Roofgrip #12 (steel only) or and 12-inch o.c. in two, equally s aced, or more SBS-SA SA, SBS-TA 2,500 psi structrual combination Attached poly top surface #14 pstaggeredOne or,APP TA concrete center rows Min. 22 ga., type B, Grade 80 steel or min. One or more Prelim. Dekfast Isofast IF-2.375-AT Plates 12-inch o.c, in the 5-inch (Optional) APP-TA SBS-TA, APF SC-13. 2,500 psi structrual layers, any Attached TriBuilt APP Smooth with Dekfast #15 HS wide, heat -welded side lap TA combination concrete SC-14. Min. 22 ga., type B, Grade 80 steel or min. One or more layers, any Prelim. TriBuilt APP Smooth Trufast 2.4 in. Barbed Seam 12-inch o.c. in the 6-inch (Optional) APP-TA SBS-TA, APP 2,500 psi structrual Attached Plates with Trufast EHD Fasteners wide, heat -welded side lap TA combination concrete Min. 22 ga., type B, Grade 33 steel or min. One or more Prelim. Dekfast Hex with Dekfast #14 or 12-inch o.c, in the 4-inch lap and 18-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS SC-15, 2,500 psi structrual layers, any Attached TriBuilt APP Smooth OMG Flat Bottom Plates with equally spaced, staggered APP-TA TA, APP-TA concrete combination OMG Roofgrip 414 center rows Exterior Research and Design, LLC, d/b/a Trinity)ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A42970.10.12-R2 fe 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision ; TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, TRINITY TABLE 2C: STEEL OR STRUCTURAL CONCRETE DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPED: PRELIMINARILY.ATTACHED.INSULATION, MECHANICALLY ATTACHED. BASE SHEET, BONDED ROOF COVER NOTE: INSULATION IS OPTIONAL'' FOR RECOVER -APPLICATIONS System Insulation Layer(s) Base Sheet Roof Cover (Note 15) No. Deck (Note 1) Type Attach Base Fasteners Attach Base Ply Cap Ply Min. 22 ga., type B, One or more Polyglass Elastobase, Polyglass OMG Flat Bottom Plates (square) 12-inch o.c. in 4-inch lap (Optional) One or SC-8, Grade 33 steel or min. layers, any Prelim. Elastobase Poly or JM Perma- with Roofgrip #14, Dekfast Hex and 18-inch o.c. in two, more BP -AA or APP- SBS-AA, SBS- 2,500 psi structrual Attached with Dekfast #14 or TruFast MP-3 equally spaced, staggered TA TA, APP-TA concrete combination Ply 28 with TruFast HD center rows Polyglass Elastobase, Polyglass Min. 22 ga., type B, One or more Elastobase Poly, Polyglass G2 OMG Flat Bottom Plates (square) 12-Inch o.c. in 4-inch lap (Optional) One or SC-9. Grade 33 steel or min. layers, any Prelim. Base, CertainTeed Glasbase, with Roofgrip #14, Dekfast Hex and 12-inch o.c. in two, more BP-AAorAPP- SBS-AA, SBS- 2,500 psi structrual Attached Firestone MB Base, JM Perma- with Dekfast #14 or TruFast MP-3 equally spaced, staggered TA TA, APP-TA concrete combination Ply 28, Tamko Glass Base or with TruFast HD center rows GAFGLAS #75 Min. 22 ga., type B, One or more Polyglass Elastobase or OMG Flat Bottom Plates (square) 12-inch o.c. In 4-Inch lap SBS-SA, APP- 5C-10. Grade 33 steel or min. layers, any Prelim. Polyglass Elastobase Poly with with Roofgrip #14, Dekfast Hex and 12-Inch o.c. in two, One or more SBS-SA SA, SBS-TA 2,500 psi structrual combination Attached poly top surface with Dekfast #14 orTruFast MP-3 equally spaced, staggered or APP-TA concrete with TruFast HD center rows Min. 22 ga., type B, Grade 33 steel or min. One or more Prelim. Polyglass Elastobase or OMG Flat Bottom Plates (square) 12-inch o.c. in 4-inch lap and 12-inch o.c. in two, (Optional) One or SBS-AA, SBS- SC-11. 2,500 psi structrual layers, any Attached Polyglass Elastobase Poly with Roofgrip #12 (steel only) or equally spaced, staggered more BP -AA or APP- TA, APP-TA concrete combination #14 center rows TA Min. 22 ga., type B, One or more Polyglass Elastobase or OMG Flat Bottom Plates (square) 12-inch o.c. In 4-inch lap and 12-Inch o.c. in two, SBS-SA, APP- SC-12, Grade 33 steel or min. 2,500 psi structrual layers, any Prelim. Attached Polyglass Elastobase Poly with with Roofgrip #12 (steel only) or equally spaced, staggered One or more SBS-SA SA, SBS-TA concrete combination poly top surface #14 center rows or APP-TA Min. 22 ga., type B, Grade 80 steel or min. One or more Prelim. Dekfast isofast IF-2.375-AT Plates 12-inch o.c. in the 5-inch (Optional) APP TA SBS-TA, APP- SC 13. 2,500 psi structrual layersany Attached Trieuilt APP Smooth with Dekfast #15 HS wide, heat -welded side lap TA concrete combination Min. 22 ga., type B, SC-14. Grade 80 steel or min. One or more layersany Prelim. TriBuilt APP Smooth Trufast 2.4 in. Barbed Seam 12-inch o.c. in the 6-Inch (Optional) APP TA SBS-TA, APP- 2,500 psi structrual Attached Plates with Trufast EHD Fasteners wide, heat -welded side lap TA combination concrete Min. 22 ga., type B, One or more Dekfast Hex with Dekfast 414 or 12-inch o.c. in the 4-Inch SC-15. Grade 33 steel or min. layers, any Prelim. Trieullt APP Smooth OMG Flat Bottom Plates with lap and 18-Inch o.c. in two, (Optional) BP -AA or SBS-AA, SB5- 2,500 psi structrual combination Attached OMG Roofgrip #14 equally spaced, staggered APP-TA TA, APP-TA concrete center rows Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970,10.12-112 for FI Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 0� Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Pag TRINIT I TABLE 3A: STRUCTURALCONCRETE DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION; BONDED ROOF COVER Cee IU_. 7 A m Arwnne R....— A.— System Deck Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) Type Attach Type Attach Base Ply Ply Cap Ply No. SELF -ADHERING SYSTEMS WITH BASE INSULATION AND OPTIONALTOPINSULATION OFTHESAMETYPE: C-1 Structural (Optional) Min. 1.5-inch H-Shield or Multi -Max (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, concrete ASTM D41 FA3 D-IS base insulation D-IS SBS-SA SBS-SA or APP-TA SBS-TA or APP-T/ C 2 Structural (Optional) Min. 1.5-inch ACFoam II or ENRGY 3 D-IS (Optional) additional layers(s) of D-IS SBS-SA (Optional) One or more SBS-SA, APP-SA, concrete ASTM D41 base Insulation SBS-SA or APP-TA SBS-TA or APP-T) C-3 Structural None Min. 1.5-inch, min. 1.5 pcf Insulfoam D-IS (Optional) additional layers of base D-IS SBS-SA (Optional) One or more SBS-SA, APP-SA, concrete insulation SBS-SA or APP-TA SBS-TA or APP-T< C-4 Structural None Min. 1.5-inch, min. 2.0 pcf Insulfoam OB500 (Optional) additional layers of base OB500 SBS-SA (Optional) One or more SBS-SA, APP-SA, concrete insulation SBS-SA or APP-TA SBS-TA or APP-T1 :C:-5 Structural None Min. 1.5-inch ENRGY 3 OB500 (Optional) additional layers(s) of OB500 SBS-SA (Optional) One or more SBS-SA, APP-SA, concrete base Insulation SBS-SA or APP-TA SBS-TA or APP-TA C-6 Structural None Min, 1.5-inch ACFoam II or ii-Shield OB500 (Optional) additional layers(s) of OB500 SBS-SA (Optional) One or more SBS-SA, APP-SA, concrete base Insulation SBS-SA or APP-TA SBS-TA or APP-TP C 7 Structural None Min. 1.5-Inch ACFoam II, ENRGY 3, H- M-OSFA (Optional) additional layers(s) of M-OSFA SBS-SA (Optional) One or more SBS-SA, APP-SA, concrete Shield or Multi -Max FA3 base insulation SBS-SA or APP-TA SBS-TA or APP-TA C 8 Structural None Min. 1.5-inch, min, 2.0 pcf Insulfoam CR-20 (Optional) additional layers of base CR-20 SBS-SA (Optional) One or more SBS-SA, APP-SA, concrete insulation SBS-SA or APP-TA SBS-TA or APP-TA C-9 Structural Min. 1.5-inch ACFoam 11, ACFoam III, (Optional) additional layers(s)of (Optional) One SBS-SA, APP-SA, concrete None ENRGY 3, H-Shield, H-Shieid CG , Multi- CR-20 base insulation CR-20 SBS-SA Amore SBS-SA or APP-TA SBS-TA or APP-TA Max FA3 or ISO 95+ GL C-10 Structural None Min. 2-inch ACFoam II or H Shield COlassic (Optional) additional layers(s) of Oiasslc SBS-SA (Optional) One or more SBS-SA, APP-SA, concrete (FULL) base insulation (FULL) SBS-SA or APP-TA SBS-TA or APP TA C-11 Structural ASTM D41 Min. 1.5-inch ACFoam II, ACFoam 111, ENRGY 3, H-Shield, H-Shield CG or HA (Optional) additional layers(s)of HA SBS-SA (Optional) One or more SBS-SA, APP-SA, concrete Multi -Max FA3 base Insulation SBS-SA or APP-TA SBS-TA or APP-TA SELF -ADHERING SYSTEMS WITH BASE INSULATION AND COVERBOARD: C-12 Structural None Min. 1.5-inch Multi -Max FA3 D-IS Min. 0.25-Inch SECUROCK Gypsum- D-IS SBS-SA (Optional) One or more SBS-SA, APP-SA, concrete Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-TA C-13 Structural None Min. 1.5-inch, min. 2.0 pcf Insulfoam D-IS Min. 0.25-inch Dens Deck, Dens D-IS SBS-SA (Optional) One or more SBS-SA, APP-SA, concrete Deck Prime 5B5-5A or APP-TA SBS-TA or APP-TA C-14 Structural None Min. 2-inch ACFoam 11, ENRGY-3 or H- Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, concrete Shield D-IS Fiber Roof Board DAS SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA C-15 Structural None Min. 1.5-inch ENRGY 3 OB500 Min. 0.25-inch Dens Deck, Dens OB500 5B5-SA (Optional) One or more SBS-SA, APP-SA, concrete Deck Prime SBS-SA or APP-TA SBS-TA or APP-TA Exterior Research and Design, L.I.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for Certificate of Authorization #9503 6T"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2:1 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Pi . Tf�li�11T TABLE 3A: STRUCTURAL CONCRETE DECKS NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION; BONDED ROOF COVER SEE NOTE 16 FOR VAPOR BARRIER OPTIONS* System Deck Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) No. Type Attach Type Attach Base Ply Ply Cap Ply C-16 Structural None Min. 1.5-inch ACFoam II, H-Shield or Min. 0.25-inch Dens Deck, Dens (Optional) One or more SBS-SA, APP-SA, concrete ISO 95+GL 08500 Deck Prime OB500 585-SA SBS-SA or APP-TA SBS-TA or APP-T C-17 Structural None Min. 2-inch ACFoam II, ENRGY-3 or H- OB500 Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, concrete Shield Fiber Roof Board OB500 SBS-SA SBS-SA or APP-TA SBS-TA or APP-T C-18 Structural None Min. 1.5-inch ACFoam II, ENRGY 3, H- M-OSFA Min. 0.25-inch SECUROCK Gypsum- M-OSFA SBS-SA (Optional) One or more SBS-SA, APP-SA, concrete Shield or Multi -Max FA3 Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-T, C-19 Structural None Min. 2-inch ACFoam II, ENRGY-3 or H- M-OSFA Min. 0.25-inch SECUROCK Gypsum- M-OSFA SBS-SA (Optional) One or more SBS-SA, APP-SA, concrete Shield Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-T, C-20 Structural None Min. 1.5-inch, min. 2.0 pcf Insulfoam CR-20 Min. 0.25-inch Dens Deck, Dens CR-20 SBS-SA (Optional) One or more SBS-SA, APP-SA, concrete Deck Prime SBS-SA or APP-TA SBS-TA or APP-Tj Min.1.5-inch Ultra -Max or Multi -Max C-21 Structural None FA-3, min. 1.3-Inch ACFoam III or min. Min. 0.25-Inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, concrete 1.0-inch ISO 95+GL, H-Shield, H-Shield CR-20 Fiber Roof Board CR-20 SBS-SA SBS-SA or APP-TA SBS-TA or APP-T) CG or ENRGY 3 C 22 Structural Min. 2-inch ACFoam 11, ENRGY-3 or H- Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, concrete None Shield CR-20 Fiber Roof Board CR-20 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TI C-23 Structural None Min. 2-inch ACFoam II or H-Shield OB Classic Min. 0.25-inch SECUROCK Gypsum- OB Classic SBS-SA (Optional) One or more SBS-SA, APP-SA, concrete (FULL) Fiber Roof Board (FULL) SBS-SA or APP-TA SBS-TA or APP-Ti Structural Min. 1.5-inch ACFoam 11, ACFoam III, 0 Min. .25-inch SECUROCK Gypsum- (Optional) One more SBS-SA, APP SA, C-24 ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA HA SBS-SA concrete Multi -Max FA3 Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-TE ASPHALT AND/ORTORCH APPLIED SYSTEMS: C-25 Structural None Min. 2-inch ACFoam II or H-Shield D-IS Min. 0.25-inch SECUROCK Gypsum- D-IS BP -AA (Optional) One or more SBS-AA concrete Fiber Roof Board BP -AA C-26 Structural None Min. 2-inch ACFoam II or H-Shield D-IS Min. 0.25-inch SECUROCK Gypsum- D-I5 APP-TA (Optional) One or more APP-TA concrete Fiber Roof Board APP-TA C 27 Structural None Min. 2-Inch ACFoam 11 or H-Shield OB500 Min. 0.25-inch SECUROCK Gypsum- OB500 BP -AA (Optional) One or more SOS -AA concrete Fiber Roof Board BP -AA C 28 Structural None Min. 2-inch ACFoam 11 or H-Shield OB500 Min. 0.25-inch SECUROCK Gypsum- OB500 APP-TA (Optional) One or more APP-TA concrete Fiber Roof Board APP-TA None Min. 2-inch ACFoam II or H-Shield M-OSFA Min. 0.25-inch SECUROCK Gypsum M-OSFA BP -AA (Optional) One or moreSBS-AA EStructural concrete Fiber Roof Board BP-AAStructural None Min. 2-inch ACFoam II or H-Shield M-OSFA Min. 0.25-inch SECUROCK Gypsum- I M-OSFA APP-TA i (Optional) One or more APP-TA concrete Fiber Roof Board APP-TA Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 fol Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, F TRINIT TABLE3A: STRUCTURAL CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION; BONDED ROOF COVER, . SFF Nnrr 16 cnw \/eono RAGUICC noT me System Deck Primer Base Insulation Layer Top Insulation Layer- Roof Cover (Note 15) No. Type Attach Type Attach Base Ply Ply Cap Ply Min.1.5-inch Ultra -Max or Multi -Max C-31 Structural None FA-3, min. 1.3-inch ACFoam III or min. CR-2D Min, 0.25-inch SECUROCK Gypsum- (Optional) One or more concrete 1.0-inch ISO 95+GL, H-Shleld, H-Shield Fiber Roof Board CR-20 BP -AA BP AA SBS-AA CG or ENRGY 3 Min. 1.5 -in ch Ultra -Max or Multi -Max C-32 Structural None FA-3, min. 13-inch ACFoam III or min. CR-20 Min. 0.25-inch SECUROCK Gypsum (Optional) One or more concrete 1.0-Inch ISO 95+GL, H-Shield, H-Shield Fiber Roof Board CR-20 APP-TA APP-TA APP-TA CG or ENRGY 3 C•33 Structural None (Optional) Min. 2-inch ACFoam II or H- OB Classic Min. 0.25-inch SECUROCK Gypsum- yp OB (Optional) One or more concrete Shield Fiber Roof Board Classic BP -AA BP -AA SBS-AA (FULL) (FULL) C-34 Structural None (Optional) Min. 2-inch ACFoam II or H- OB Classic Min. 0.25-Inch SECUROCK Gypsum- yp OB (Optional) One or more concrete Shield Fiber Roof Board Classic APP-TA APP-TA APP-TA (FULL) (FULL) C-35 Structural ASTM D41 Min. 1.5-inch ACFoam 11, ACFoam III, ENRGY 3, H-Shield, H-Shield CG or HA Min. 0.25 inch SECUROCK Gypsum- HA (Optional) One or more concrete Multi -Max FA3 Fiber Roof Board BP -AA BP -AA SBS-AA Structural Min. 1.5-inch ACFoam II, ACFoam III, C-3G ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Min. 0.25-Inch SECUROCK Gyp sum HA APP-TA (Optional) One or more concrete Multi -Max FA3 Fiber Roof Board APP-TA APP-TA (Optional if C-37 Structural ASTM D41 Min. 0.75-Inch FescoBoard HA None N/A using AA Ply) (Optional if using AA SBS-AA, SBS-TA, concrete (homogeneous) One or more Base) One or more BP- APP-TA BP -AA AA or APP TA Structural Min. 1.5-inch ACFoam II, ACFoam III, (Optional if (Optional if using AA C-38 concrete ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Min. 0.75-inch Fesco Board HA using AA Ply) Base) One or moree BP- SBS-AA, SBS-TA, Multi -Max FA3 One or more AA or APP-TA APP-TA BP -AA (Optional if C-39 Structural ASTM D41 Min. 0.5-inch Structodek High(Optional Densit y HA None NSA using AA Ply) if using AA SBS-AA, SBS-TA, concrete Fiberboard Roof Insulation One or more Base) One or more BP- APP-TA BP -AA AA or APP-TA Structural Min. 1.5-inch ACFoam 11, ACFoam III, (Optional if (Optional if using AA C-40 concrete ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Min. 0.5-inch Structodek High HA using AA Ply) Base) One or more BP- SBS-AA, SBS-TA, Multi -Max FA3 Density Fiberboard Roof Insulation One or more APP-TA BP AA AA or APP-TA Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for F Certificate of Authorization 49503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 0 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Pal i TRINIP TABLE 3A: STRUCTURAL CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) .SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER SEE NOTE 16 FOR VAPOR BARRIER OPTIONS System Deck Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) No. Type Attach Type Attach Base Ply Ply Cap Ply Structural Min. 1.5-Inch ACFoam II, ACFoam III, (Optional if (Optional if using AA C-41 concrete ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Min. 0.25-Inch Dens Deck Prime HA using AA Ply) Base) One or more BP- SBS-AA, SBS-TA, Multi -Max FA3 One or more AA or APP-TA APP-TA BP -AA (Optional if C 42 Structural concrete ASTM D41 Min. 0.25-inch Dens Deck Prime HA None N/A using AA Ply) (Optional if using AA Base) One or more BP- SBS-AA, SBS-TA, One or more AA or APP-TA APP -TA BP -AA TABLE3B: STRUCTURAL CONCRETE DECKS —NEW CONSTRUCTION.OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED BASE SHEET; BONDED ROOF COVER System No. Deck Primer Roof Cover (Note 15) Base Ply Ply Cap Ply C-43 Structural concrete ASTM D41 SBS-SA (Optional) SBS-SA or APP-TA SBS-SA, APP-SA, SBS-TA or APP-TA C-44 Structural concrete ASTM D41 BP -AA (Optional if using asphalt applied Ply) (Optional if using asphalt applied Base) BP -AA or APP-TA SBS-AN SBS-TA, APP-TA Exterior Research and Design, LLC. d/b/a Trinity(ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 C" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for F Revision 2: 0 Appendix 1, Pai TRINI ■ TABLE4A: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1:,.B6NDED INSULATION, BONDED. ROOF COVER System Deck Lightweight Base Insulation Layer Coverboard Roof Cover (Note 15) No. (Note 1) Concrete (Note 14) Type Attach Type Attach Base Ply Ply Cap PIV SELF -ADHERING SYSTEMS WITH -BASE INSULATION AND OPTIONAL TOP INSULATION OF THE SAME TYPE: LWC-1 Structural Min. 200 psi, min 2- Min. 1.5-inch, min. 2.0 pcf Insulfoam OB500 (Optional) Additional OB500 SBS-SA (Optional) One or SBS-SA, AF concrete inch Elastizell layers of base insulation more SBS-SA SA LWC-2 Structural Min. 200 psi, min 2- Min. 1.5-inch ACFoam II, ENRGY 3, ISO 95+ GL (Optional) Additional (Optional) One or SBS-SA, AF concrete inch Elastizell or H-Shleld OB500 layers of base insulation OB500 5BS-SA more SOS SA or SA, SBS TA APP-TA or APP-TA LWC-3 Structural Min. 200 psi, min. Min. 2.0 pcf Insulfoam CR-20 (Optional) Additional CR-20 SBS-SA (Optional) One or SBS-SA, AF concrete 2-inch Elastizell layers of base insulation more SBS-SA SA Structural Min. 200 psi, min. Min.1.5-inch ACFoam II, ACFoam III, ENRGY 3, (Optional) Additional (Optional) One or SBS-SA, AP LWC-4 concrete 2 Inch Elastizell SO 95+ GL, H-Shield, H-Shield CG, Multi -Max CR-20 layers of base insulation CR-20 SBS-SA more SBS-SA or SA, SBS-TA APP-TA or APP-TA LWC-5 Structural Min. 200 psi, min. 2-inch Celcore or Min. 2.0 pcf Insulfoam CR-20 (Optional) Additional ) CR-20 SBS-SA (Optional) One or SBS-SA, AP concrete Mearlcrete layers of base insulation more SBS-SA SA Structural Min. 200 psi, min. Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3, (Optional) Additional (Optional) One or SBS-SA, AP LWC-6 concrete 2-Inch Celcore or ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max CR-20 la yers of base insulation CR-20 SBS-SA more SBS-SA or SA, SBS-TA Mearlcrete FA3 APP-TA or APP-TA SELF -ADHERING SYSTEMS WITH BASE INSULATION AND•COVERROARD: Structural Min. 200 psi, min 2- Min. 0.25-inch SECUROCK (Optional) One or SBS-SA, API LWC-7 concrete inch Elastizell Min. 1.5-inch, min. 2.0 pcf Insulfoam OB500 Gypsum -Fiber Roof Board OB500 SBS-SA more 5BS-SA or SA, SBS-TA APP-TA or APP-TA Structural Min. 200 psi, min 2- Min. 1.5-inch ACFoam 11, ENRGY 3, ISO 95+ GL Min. 0.25-inch SECUROCK (Optional) One or 5BS-SA, APi LWC-8 concrete inch Elastizell or H-Shield OB500 Gypsum -Fiber Roof Board OB500 SBS-SA more SBS-SA or SA, 5BS-TA APP-TA or APP-TA Structural Min. 200 psi, min. Min. 1.5-Inch ACFoam 11, ACFoam III, ENRGY 3, Min. 0.25-inch SECUROCK (Optional) One or SBS-SA, APF LWC-9 concrete 2-inch Elastizell ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max CR-20 Gypsum -Fiber Roof Board CR-20 SBS-SA more SBS-SA or SA, SBS-TA FA3 or min. 2.0 pcf Insulfoam APP-TA or APP-TA Structural Min. 200 psi, min. Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3, Min. 0.25-inch SECUROCK (Optional) One or SBS-SA, APF LWC-10 2-inch Celcore or ISO 95+ GL H-Shield, H-Shield CG, Multi -Max CR-20 CR-20 5BS-SA more 5BS-SA or SA, SBS-TA concrete Mearlcrete FA3 or min. 2.0 pcf Insulfoam G ypsum-Fiber Roof Board APP-TA or APP-TA ASPHALT ANIJ/OR TORCH APPLIED SYSTEMS: LWC-11 Structural Min. 200 psi, min 2- Min. 1.5-inch ACFoam II, ENRGY 3, ISO 95+ GL Min. 0.25-inch SECUROCK BP -AA, (Optional) One or SBS-AA, 5BS concrete Inch Elastizell or H-Shield OB500 Gypsum -Fiber Roof Board OB500 APP-TA TA re BP -AA or APP- TA, APP-TA Structural Min. 200 psi, min. Min. 1.5-inch ACFoam II ACFoam III, ENRGY 3 ' Min. 0.25-inch SECUROCK BP -AA, (Optional) One or 5BS-AA, 5BS LWC-12 concrete 2-inch Elastizell ISO 95+ CG, Multi -Max CR-20 Gypsum -Fiber Roof Board CR 20 APP-TA more OP -AA or APP- TA, APP-TA in. 2.Shleld, ulfoarld FA3 or min. 2.0 pcf Insulfoam TA Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for " Certificate of Authorization 49503 C" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, F TABLE 4A: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION; BONDED ROOF COVER System Deck Lightweight Base Insulation Layer Coverboard Roof Cover (Note 15) No. (Note 1) Concrete (Note 14) Type Attach Type Attach Base Ply Ply Cap Ply Structural Min. 200 psi, min. Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3, (Optional) One or LWC-13 concrete 2-inch Celcore or 150 95+ GL, H-Shield, H-Shield CG, Multi -Max CR-20 Min. 0.25-inch SECUROCK CR-20 _AA, more BP -AA or APP- SBS-AA, SBS- Mearlcrete FA3 or min. 2.0 pcf Insuifoam Gypsum Fiber Roof Board APP-TA TA TA, APP-TA TABLE4B: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION ORREROOF,(TEAR-OFF)' SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION; BONDED. ROOF COVER System Deck Lightweight Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) No. (Note 1) Concrete (Note 14) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply Min. 1.5-Inch Min. 22 ga., 7-inch o.c. at (Optional) Min. Thermaroof Composite, Type B, Min. 300 psi 4-inch lap and 1.5-inch Polytherm Composite or (Optional If LWC-14 vented steel Approved GAFGLAS OMG CR 7-inch o.c. in ACFoam II, H- HA min. 0,5-Inch Structodek (Optional if using AA Base) SBS-AA, SBS- at max. 5 ft cellular LWC N75 BSF two, equally Shield, Multi- High Density Fiberboard g y HA using AA Ply) One or more TA, APP-TA spans spaced center Max FA3 or Roof Insulation or min. BP -AA BP -AA orFlPP- rows Polytherm 0.75-inch FescoBoard TA (homogeneous) Min. 22 ga., 7-inch o.c. at Min. 1.5-inch LWC-15 Type B, vented steel Min. ve psi Approved GAFGLAS OMG CR 4-inch lap and 7-inch o.c, in ACFoam II, H- (Optional) One SBS-SA, APP- at max. 5 ft cellular LWC k75 BSF two, equally Shield, Multi- HA None N/A SBS-SA or more SBS-SA SA, SBS-TA spans spaced center Max FA3 or or APP-TA or APP-TA Polytherm rows Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL Certificate of Authorization #9503 6r"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Pag( TRINIT TABLE 4C: • LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E:'.MECHANICALLY ATTACHED BASE SHEET;`BONDED ROOF.COVER System Deck Base Sheet (Note A below) Roof Cover (Note 15) No Lightweight Concrete (Note 14) Type (Note 1) (Note A) Fasteners Attach Base Ply A�C-p GENERIC CELLULAR LIGHTWEIGHT INSULATING CONCRETE: Min. 300 psi, min. 2-inch thick cellular Min. 22 ga., type B steel LWC. Note: To qualify the LWIC under this 7=inch o.c. in a 3-inch lap and 7-inch o.c. in (Optional) LWC-16 at max 5 ft spans or assembly, an OMG CR BPF shall achieve B3 OMG CR BPF two, equally spaced, staggered rows in the One or more 58SB S AA, Al structural concrete an average withdrawal of 53 lbf when field of the sheet BP -AA TA tested per TAS 105 or ANSI/SPRI FX-1 CELCORE CELLULAR LIGHTWEIGHT INSULATING CONCRETE: Min. 0.0179-inch Tensilform 5-75 or min. LWC-17 0.0205-inch Tensilform Min. 200 psi, min. 2-inch thick Celcore 75 at max. 5 ft spans or structural concrete Min. 22 ga., type B steel LWC-18 at max 5 ft spans or Min. 200 psi, min. 2-inch thick Celcore structural concrete Min. 26 ga., type HF LWC-19 steel at max 5 ft spans Min. 225 psi, min. 2-inch thick Celcore or structural concrete Min. 22 ga., type B steel LWC-20 at max 6 ft spans or Min. 225 psi, min. 2-Inch thick Celcore structural concrete Min. 22 ga., type B steel LWC-21 at max 6 ft spans or Min. 225 psi, min. 2-Inch thick Celcore structural concrete Min. 22 ga., type B steel LWC-22 at max 5 ft spans or Min. 225 psi, min. 2-Inch thick Celcore structural concrete Min. 22 ga., type B steel LWC-23 at max 5 ft spans or Min. 225 psi, min. 2-Inch thick Celcore structural concrete Min. 22 ga., type B steel LWC-24 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Celcore structural concrete Min. 22 ga., type B steel LWC-25 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Celcore structural concrete B1, 82, B3 or B7 Trufast FM-90 or OMG CR BPF Bl through B12 Trufast FM-90 or OMG CR BPF B1, B2, B3, B4, MF B7, B8, B10, B11 OMG CR BPF or B12 B1, B2, B3, B4, MF B7, B8, B10, 811 OMG CR BPF or 812 B1, B2, B3, 84, MF B7, 138, B10, B11 OMG CR BPF or B12 Trufast Twin Loc- MF Bl or B2 Nail 132 (with poly- Trufast Twin Loc- MF film top surface) Nail MF I B2 I Trufast FM-90 MF IB2 (with poly- I Trufast FM-90 film top surface) 8-inch o.c. in a 3-inch lap and 16-inch o.c. in two, equally spaced, staggered rows in the One or more SBS-AA field of the sheet BP AA 7-inch o.c. in a 3-inch lap and 7-inch o.c. in two, equally spaced, staggered rows in the One or more SBS-AA field of the sheet BP AA 9-inch o.c. in a 3-inch lap and 9-inch o.c. In two, equally spaced, staggered rows in the One more SBS-AA field of the sheet BP AAA 7-inch o.c. in a 3-inch lap and 14-Inch o.c. In two, equally spaced, staggered rows In the One or more SBS-AA field of the sheet BP AA 9-inch o.c. in a 3-inch lap and 9-inch o.c. in two, equally spaced, staggered rows in the One or more SBS-AA field of the sheet BP AA 9-inch o.c. in a 4-Inch lap and 18-inch o.c. in One or more two, equally spaced, staggered rows in the BP -AA or APP- SBS-AA, SB field of the sheet TA TA or APP-' 9-inch o.c. in a 4-inch lap and 18-inch o.c. in One or more SBS-SA, API two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA field of the sheet APP-TA or APP-TA 8-Inch o.c. In a 4-inch lap and 8-Inch o.c. in BP -AA or APP- SBS-AA, SB; three equally spaced, staggered center rows TA TA or APP 8-Inch o.c. in a 4-inch lap and 8-inch o.c. In One or more SBS-SA, API SBS-SA or SA, SBS-TA three equally spaced, staggered center rows APP-TA or APP-TA Exterior Research and Design, I.I.C. d/b/a Trinity)ERD Evaluation Report A42970.10.12-R2 fo Certificate of Authorization N9503 C" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, TRI VIT I TABLE 4C: - LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION oR REROOF,(TEAR-OFF), SYSTEM TYPESrMECHANICALLYATTACHED BASESHEET: BONDED ROOF:COVFR System Deck Base Sheet (Note A below) Roof Cover (Note 15) Type No. (Note 1) Lightweight Concrete (Note 14) (Note A) Fasteners Attach Base Ply Cap Ply Min. 22 ga., type B steel Trufast FM-90 or 7-inch o.c. in a 3-inch lap and 7-Inch o.c. in One or more LWC-26 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Celcore B1 through B12 two, equally spaced, staggered rows in the S135-AA structural concrete OMG CR BPF field of the sheet BP AA Min. 22 ga., type B steel LWC-27 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Celcore MF Pol lass yg Trufast FM-260 10-inch o.c. in a 4-inch la and 10-Inch o.c. in P (Optional) BP- SBS-AA, Se structural concrete Elastobase Poly three equally spaced, staggered center rows AA or APP-TA TA, APP TE I: ASTIZELL CELLULAR LIGHTWEIGHT INSULATING CONCRETE: Min. 0.0179-inch Tensilform S-75 or min. Min. 200 psi, min. 2-1nch thick Elastizell Trufast FM-90 or 7.5-inch o.c. in a 3-Inch lap and 7.5-Inch o,c. One or more SBS-AA, SB LWC-28 0.0205-Inch Tensilform Range II 81 through B12 OMG CR BPF in two, equally spaced, staggered rows in the BP -AA or APP- TA or APP= 75 at max. 5 ft spans or field of the sheet TA - structural concrete Min. 0.0179-inch Tensllform 5-75 or min. Min. 200 psi, min. 2-inch thick Elastizell B2 (with poly- Trufast FM-90 or 7.5-inch o.c. in a 3-inch lap and 7.5-inch o.c. One or more 5BS-SA, AP LWC-29 0.0205-Inch Tensilform Range II film top surface) OMG CR BPF in two, equally spaced, staggered rows in the SBS-SA or SA, SB5-TA 7S at max. 5 ft spans or field of the sheet APP-TA or APP-TA structural concrete Min. 22 ga., type B steel Min. 200 psi, rein. 2-inch thick Elastizell Trufast FM-90 or 7-Inch o.c. In a 3-inch lap and 7-inch o.c. in One or more 513S-AA, SB. LWC-30 at max 5 ft spans or Range II Bl through B12 OMG CR BPF two, equally spaced, staggered rows in the BP -AA or APP- TA or APP= structural concrete field of the sheet TA Min. 22 ga., type B steel Min. 200 psi, min. 2-inch thick Elastizell 82 (with poly- Trufast FM-90 or 7-inch o.c. in a 3-inch lap and 7-inch o.c. in One or more SBS-SA, API LWC-31 at max 5 ft s spans or P Range it film top surface) OMG CR BPF two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA structural concrete field of the sheet APP-TA or APP-TA Min. 22 ga., type B steel Min. 350 psi, min. 2-inch thick Elastizell Trufast Twin Loc- 6-inch o.c, in a 4-inch lap and 6-inch o.c. In SB5-AA, SB' LWC-32 at max 5 ft spans or with Zell -Crete Fibers, supple -mentally pple-mental) y 82 Nails (min. 1.8- three, equally spaced, staggered rows in the One or more TA, SBS-SA, structural concrete attached with Roofgrip N21 and 3-inch Inch) field of the sheet BP -AA APP-TA or plates at 1 per 8 ft2 APP-SA Min. 22 ga., type 8 steel Min. 350 psi, min. 2-inch thick Elastizell Trufast Twin Loc- 6-inch o.c. in a 4-inch lap and 6-inch o.c. in SB5-SA, API LWC-33 max 5 ft spans or with Zell -Crete Fibers, supple -mentally 82 (with poly- Nails (min. 1.8- three, equally spaced, staggered rows in the SBS-SA or SA, 585-TA structural concrete t attached with Roofgrip #21 and 3-inch film top surface) inch} field of the sheet AI'P-TA or APP-TA plates at 1 per 8 ft2 MEARLCRETE CELLULAR LIGHTWEIGHT INSULATING CONCRETE: Min. 24 ga., type B steel Trufast FM-90 or 7.5-inch o.c. in a 3-Inch lap and 10-inch o.c. One or more LWC-34 at max 5 ft spans or Min. 200 psi, min. 2-Inch thick Mearlcrete Bl through B12 OMG CR BPF in two, equally spaced, staggered rows in the BP AA SBS-AA structural concrete field of the sheet Exterior Research and Design, LLC. d/b/a Trinity)ERD Evaluation Report A42970.10.12-R2 for Certificate of Authorization 49503 G'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, r .6 - TRINIT TABLE4C: LIGHTWEIGHT CONCRETE DECKS -NEW CONSTRUCTION ORREROOF(TEAR-OFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE:SHEET; BONDED ROOF COVER System Deck Base Sheet (Note A below) Roof Cover (Note 15) Type No. (Note 1) Lightweight Concrete (Note 14) (Note A) Fasteners Attach Base Ply Cap Ply Min. 22 ga., type B steel Trufast FM-90 or 7-inch o.c. in a 4-Inch lap and 7-inch o.c. in One or more SBS-AA, SB LWC-35 at max 5 ft spans or Min. 300 psi, min. 2-Inch thick Mearicrete B1, B2 or B12 OMG CR BPF two, equally spaced, staggered rows in the BP -AA or APP- structural concrete field of the sheet TA TA or APP= Min. 22 ga., type B steel B2 (with poly- Trufast FM-90 or 7-inch o.c. in a 4-inch lap and 7-Inch o.c. in One or more SBS-SA, AP LWC-36 at max 5 ft spans or Min. 300 psi, min. 2-Inch thick Mearlcrete film tosurface) p OMG CR BPF two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA structural concrete field of the sheet APP-TA or APP-TA Min. 22 ga., type B steel 61, B2, B3, 87 or Trufast FM-90 or 7-inch o.c. in a 4-Inch lap and 7-inch o.c. in One or more SBS-AA, SB. LWC-37 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Mearlcrete B11 OMG CR BPF two, equally spaced, staggered rows in the BP -AA or APP- structural concrete field of the sheet TA TA or APP= Min. 22 ga., type B steel B2 (with poly- Trufast FM-90 or 7-inch o.c. in a 4-Inch lap and 7-Inch o.c. in One or more SBS-SA, API LWC-38 at max 5 ft spans or Min. 300 psi, min. 2-Inch thick Mearlcrete film top surface) OMG CR BPF two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA structural concrete field of the sheet APP-TA or APP-TA A. Base Sheets options are coded as follows: Y 131: Polyglass G2 Base; 132: Polyglass Elastobase or Polyglass Elastobase Poly; 133: GAFGLAS N75; 84: GAFGLAS Stratovent Nailable Venting Base Sheet; 85: GAFGLAS Ply 4; 136: GAFGLAS F1exPly 6; 87: JM I No. 28; 88: JM Vensulation; 139: JM GlasPly IV; B10: JM GlasPly Premier; B11: Tamko Glass -Base; B12: Tamko Vapor -Chan Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970,10.12-132 for Certificate of Authorization H9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, P TRIN17 TABLE 5A: CEMENTITIOUS WOOD FIBER, DECKS— NEW CONSTRUCTION OR,REROOF (TEAR -OFF) SYSTEM TYPE A4: BONDED INSULATION;•BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) No. (Note 1) Type Attach Type Attach Base Ply Ply Cap PI) Min.1.5-inch ACFoam II, Min. 0.25-Inch Dens Deck, Dens Deck Prime, (Optional) One or CWF-1 Min. 2.5-inch Tectum ISO H-ShiENRG ld, DAS or SECUROCK Gypsum -Fiber Roof Board or min. 0.5- D-IS or SBS-AA, SB! Plank or Tectum LS Plank Polytherm, ENRGY-3 therm, OB500 inch Structodek High Density Fiberboard Roof OB500 BP -AA more BP -AA or APP APP-TA insulation TA CWF-2 Min. 2.5-Inch Tectum Min. 1.5-inch ACFoam II, ISO 95+GL, h ACF a D-IS or Min. 0.25-inch Dens Deck, Dens Deck Prime, DAS or SBS-SA or (Optional) One or SBS-TA, SB5 Plank or Tectum LS Plank Polytherm, ENRGY-3 OB500 SECUROCK Gypsum -Fiber Roof Board OB500 APP-TA more SBS-SA or APP-TA, AP App_Tq Min.1.5-inch ACFoam 11, Min, 0.25-inch Dens Deck, Dens Deck Prime, (Optional) One or CWF-3 Min. 2.5-inch Tectum plank or Tectum LS Plank ISO , H-Shield, CR-20 SECUROCK Gypsum -Fiber Roof Board or min. 0.5- inch Structodek High Density Fiberboard Roof CR 20 BP AA more BP AA or APP- SBS-AA, SB5 APP-TA Polytherm, ENRGY-3 TA Insulation CWF-4 Min. 2.5-inch Tectum Min. 1.5-inch ACFoam II, ISO 95+GL, H-Shield, CR-20 Min. 0.25-inch Dens Deck, Dens Deck Prime SBS-SA or (Optional) One or SBS-TA, SBS Plank or Tectum LS Plank Polytherm, ENRGY-3 SECUROCK Gypsum -Fiber Roof Board CR-20 APP TA more SBS-SA or APP-TA, API APP-TA Exterior Research and Design, U.C. d/b/a Trinity ERD Certificate of Authorization 119503 Prepared by: Robert Nieminen, PE-59166 6T" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2I Revision Appendix 1 System No. Type tI)Type MinlassTecobase, CWF-5lassor TPlanobase Poly, Polyglass G2 Base Min.2.5-inch Polyglass CWF-6 Tectum Plank Elastobase, or or Tectum LS Plank Elastobase Poly, Polyglass G2 Base Min.2.5-Inch Polyglass CWF-7 Tectum Plank Elastobase, Polyglass or Tectum LS Plank Elastobase Poly, Polyglass G2 Base Min.2.5-Inch Polyglass Tectum Plank Elastobase, CWF-8 or or Tectum LS Plank Elastobase Poly, Polyglass G2 Base TABLES.,. CEMENTITIOUS,WOOD FIBER DECKS -NEW CONSTRUCTION ORREROOF TEAR -OFF SYSTEM TYPE A-2: MECHANICALLYATTACHED.ANCHOR SHEET; BONDED.INSULATION, BONDED ROOF COVER Anchor Sheet Base insulation Tyr n Top Insulation Roof Cover (Note 15) Fastener Attach Type Attach Type Attach Base Ply Ply Cap F 9-inch o.c. in 4-inch Min. 1.5-inch Min. 0.25-inch Dens Deck, Dens Trufast lap and 12-inch o.c. ACFoam II, ACFoam Deck Prime, SECUROCK Gypsum- Inuldek in two, equally III, ISO95+GL, H- Fiber Roof Board, Min. 0.75-inch Loc-Nall spaced, staggered Shield, ENRGY 3, HA FescoBoard (homogeneous) or HA BP -AA center rows Polytherm or Multi min. 0.5-inch Structodek High Max FA3 Density Fiberboard Roof Insulation 9-Inch o.c. in 4-inch Min. 1.5-inch Trufast lap and 12-inch o.c. ACFoam 11, ACFoam ISO95+GL, H- Min. 0.25-inch Dens Deck, Dens SBS-SA Inuldek Loc-Nail in two, equally spaced, staggered ShieldIII, HA , ENRGY 3, Deck Prime, SECUROCK Gypsum- HA or APP- center rows Polytherm or Multi Fiber Roof Board TA Max FA3 9-Inch o.c. in 4-inch Min. 1.5-inch Min. 0.25-Inch Dens Deck, Dens Trufast lap and 18-inch o.c. ACFoam Ii, ACFoam Deck Prime, SECUROCK Gypsum - Twin Twin in two, equally ISO95+GL, H- Fiber Roof Board, Min. 0.75-inch Loc-Nall spaced, staggered Shield, ENRGY 3, HA FescoBoard (homogeneous) or HA BP -AA center rows Polytherm or Multi min. 0.5-Inch Structodek High Max FA3 Density Fiberboard Roof Insulation 9-inch o.c. in 4-inch Min. 1.5-inch Trufast lap and is -inch o.c. ACFoam II, ACFoam IIIIS095+GL, H- Min. 0.25-Inch Dens Deck, Dens SBS-SA Twin Loc-Nail in two, equally spaced, staggered , HA Shield, ENRGY 3, Deck Prime, SECUROCK G sum- HA YP or APP- center rows Polytherm or Multi- Fiber Roof Board TA Max FA3 (Optional, One or more SBS-AA BP -AA or SBS-TA, APP-TA APP-TA (Optional) SBS-TA, One or more SBS-SA, I SBS-SA or APP-TA, APP-TA APP-SA (Optional) SBS-AA, One or more BP -AA or SBS-TA, APP-TA APP-TA (Optional) SBS-TA, One or more SBS-SA, SBS-SA or APP-TA, APP-TA APP-SA Exterior Research and Design, LLC. d/b/a Trinity (ERD Certificate of Authorization 49503 6T"EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report A42970.10.12-R2 for F l Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: C Appendix 1, Pa TRINITY:ERD Certificate of Authorization t9503 January I, 2017 RE: Certification of Independence, Florida F.A.C. Rule 61 G20-3 To Whom It May Concern: This letter serves to document -the following in accordance with Florida F.A.C. Rule 61 G20-3: I . Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, afinancial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. Building Code Evaluations issued by Trinity{ERD and Robert Nieminen, P.E. are not, in anyway, to be construed to mean or imply that TrinitylERD or Robert Nieminen, P.E. are the Designer of Record for any project on which the Evaluation Report is/was used for permitting or design guidance unless retained specifically for that purpose on a given project. Please contact our office with any questions. Sincerely, Robert Nieminen, P.E. Florida Reg. No. 59166 Vice President Email: robertnieminen@trinityerd.com T7.:N!TY E :'_+k: _ c.,._ •.=_..:Y: _-._._;. .-aJ,_::S -T. Z:i-__-_