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HomeMy WebLinkAboutEVALUATION REPORT0 ...: �.:_ � A. TRINITYIfRD REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 SCANNED 353 Christian Street BY Oxford, CT 06478 St. Lucie County (203) 262-9245 -BUILT Materials Group, LLC Evaluation Report A42970.10.12-112 Box 70 FL16027-112 :herford, NJ 07070 Date of Issuance:10/23/2012 0) 516-1485 FILECOPY Revision 2: 09/25/2017 This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of co istruction materialsin the State of Florida. The documentation submitted has been reviewed by. Robert Nieminen, P. for use of the product under the Florida Building Code. The product described herein has been evaluated for co' pliance with the 6`h Edition (2017) Florida Building Code sections noted herein. TRI-BUILT Modified Bitumen Roof Systems : Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted hE in. ' CC, TINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Q iplity Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of th Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product chiluation nges or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Ev Report relative to updated Code requirements with each Code Cycle. A ERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in ad ertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. i IN ECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or it4 Distributors and shall be available for inspection at the job site at the request of the Building Official. 1. 2. 3. 4. 5. Evaluation Report consists of pages 1 through 4, plus a 26-page Appendix. ared by: t J.M. Nieminen, P.E. Registration No. 59166, Florida DCAANE1983, The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/25/2017. This does not serve as an electronically signed document. IFICATION OF INDEPENDENCE: Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 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. 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. 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. This is a building code evaluation. Neither TrinitvlERD 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. �Ppt,odl.x ( I fct3c ?p QOTRINITYIERD FING SYSTEMS EVALUATION: 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. STANDARDS: Section Property Standard Year 1504.3.1 Wind FM 4474 2011 1504.7 Impact FM 4470 2012 1507.11.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 REFERENCES: Enth 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 03/15/2011 ERD (TST6049) Physical Properties P37590.03.13-3A 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 P45940.09.13 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 0D3A3.AM 04/04/1997 FM Approvals (TST1867) FM 4470 2DOAO.AM 12/23/1998 FM Approvals (TST1867) FM 4470 2DSA9.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 Research and Design, I.I.C. Evaluation Report A42970.10.12-112 a ofAuthorirotion #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-112 TRI-BUILT Modified Bitumen Roof Systems; (800) S16-1485 Revision 2: 09/25/2017 Page 2 of 4 QOTRINITYIERD Entity Examination Reference Date FM Approvals(TST1867) FM 4470/4474 3023458 07/18/2006 FM Approvals(TST1867) FM 4470/4474 3030668 09/12/2007 FM Approvals(TST1867) FM 4470/4474 3032172 06/12/2009 PRI (TST5878) Physical Properties PUSA-062-02-01 12/04/2007 PRI (TST5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST5878) Physical Properties PUSA-064-02-02 02/27/2008 PRI (TST5878) Physical Properties PUSA-062-02-02 12/04/2008 Miami -Dade (CER1592) HVHZ Compliance Various NOAs Various Miami -Dade (CER1592) Proposal for Review 10-0823 10/12/2010 UL LLC (QUA9625) Quality Control MI -Agreement 02/27/2012 UL LLC (QUA9625) Quality Control ML Correlation, R27202 08/20/2012 UL LLC (QUA9625) Quality Control Service Confirmation, R14571 Exp. 10/06/2018 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: Roll -Goods for TRI-BUILT Modified Bitumen Roof Systems Type Product Specification Reference Grade Type SBS Membranes TriBuilt SA SBS Base ASTM D6163, Table 2 S I TriBuilt SBS Granular ASTM D6164 G I TriBuilt SA SBS Cap ASTM D6164 G I APP Membranes TriBuilt APP Smooth ASTM D6222 S I TriBuilt APP Granular ASTM D6222 G I TriBuilt SA APP Cap ASTM D6222 G I LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD 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 Approval documentation. 5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511. 5.7 For mechanically attached insulation or membrane or strip -bonded 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 WD1, 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. Research and Design, I.I.C. Evaluation Report A42970.30.12-R2 ofAuthorizotion #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-R2 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017 Page 3 of 4 \14 TRINITY + ERA 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 611320-3. 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. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the noted CIA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements. 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 - Research and Design, I.I.C. Evaluation Report A42970.10.12-112 r of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-R2 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017 Page 4 of 4 I APPENDIX 1; ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. 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 5 113 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 11) 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 8 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 9 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 11-14 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 14 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 15-16 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 16 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 17-19 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 20 5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 21 Sc CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22 51) CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 22 5E CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 22 6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 23 6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 24 6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 24 61) Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 24 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 25-26 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 26 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 Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: ➢ 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 meets the Ql,A 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 A42970.30.12-R2 for FL16027-R2 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 1 of 26 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 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 Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC 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 instructions. ➢ HA (HA): Full coverage at 25-30 Ibs/square. ➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. ➢ Millennium One Step Foamabie Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ➢ 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. ➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square. ➢ ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. ➢ 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. 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 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: ➢ 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) ➢ OMG OlyBond 500 (OB500): 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 (OBSOO): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II) ➢ ICP Adhesive & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 8. Bonded polyisocyanu rate 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 with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, 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. 1 10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis 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 existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/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 current LWC 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 2-Inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Evaluation Report A42970.30.12-R2 for F1.16027-112 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 2 of 26 15. Unless otherwise noted, refer to the following 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 2040 Ibs/square -SBS_ r(lSBS; Torch A lied pR )mot ` Cap-Plyg TiriBullt SBS. Granular ��- - ==— -`� f Torch pp d Z:SBS_S (SBS, Self -Adhering) as IY_A Cap Ply WiriB W—SA;SBS�Base _ TriBuilt SA SBS Cap - aSelf 9dhe ing APP-TA (APP, Torch -Applied) 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 Table 3A applies: VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK;. ADHERED INSULATION PER TABLE 3A Option # Primer Vapor Barrier Insulation Adhesive MDP (psf) Type Attach VB-1. ASTM D41 TriBuilt SA SBS Base Self -Adhering Inta-Stik or CR-20, 12-inch o.c. -60.0 VB-2. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Insta-Stik, 12-inch o.c. -75.0 VB-3. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Millennium One Step Foamable Adhesive, 12-inch o.c. -157.5 VB-4. ASTM D41 TriBuilt SA SBS Cap Self -Adhering CR-20, 12-inch o.c. -270.0 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 o.c. -290.0 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, I.I.C. d/b/a Trinity ( ERD ' Evaluation Report A42970.30.12-R2 for FL16027-R2 Certificate of Authorization #9503 O EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26 TABLE 1A-1:_WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEA'R-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 0.25-inch Dens Polyglass G2 Base, 8-inch o.c. in 4- Deck, Dens Deck Prime, Min. 19/32- CertainTeed Glasbase, 32 ga., 1-5/8- inch lap and 8- (Optional) FBC SECUROCK Gypsum - inch plywood Firestone MB Base, JM inch diameter inch o.c. in Approved, Fiber Roof Board, Min. (Optional) SBS-AA, W 1 at max. 24- Perma-Ply 28, Tamko tin caps with 11 three, equally ASTM C1289, HA 0.75-inch FescoBoard HA BP -AA BP -AA SBS-TA, -60.0 j inch spans Glass Base or a annular ring g ' g spaced, P type II polyiso- (homogeneous) or min. APP-TA GAFGLAS #75 shank nails staggered cyanurate 0.5-inch Structodek center rows High Density Fiberboard Roof Insulation Polyglass G2 Base, 8-inch o.c. in 4 Min. 19/32- / CertainTeed Glasbase, 32 ga., 1-5/8- inch lap and 8- (Optional) FBC Min. 0.25-inch Dens Optional) P ) SBS-SA, W-2 inch plywood P Y Firestone MB Base, JM inch diameter inch o.c. in Approved, Deck, Dens Deck Prime, One or APP-SA, at max. 24- Perma-Ply 28, Tamko tin caps with 11 three, equally ASTM C1289, HA SECUROCK Gypsum HA SBS-SA more SBS- SBS-TA or -60.0 inch spans P Glass Base or ga. annular ring spaced, type II polyiso- Fiber Roof Board SA or APP-TA GAFGLAS #75 shank nails staggered cyanurate APP TA center rows 32 ga., 1-5/8- 6-inch o.c. in 4- inch lap and 6- Min. 2-inch D-IS, OB500, Min. 19/32- Polyglass Elastobase inch diameter inch o.c. in ACFoam II, III, CR-20 or M- Min. 0.25-inch Dens D-IS, SBS-AA, W-3 inch plywood P Yw or Polyglass tin caps with 12 four, equally H-Shield, H- OSFA, atop Deck, Dens Deck Prime OB500, BP -AA (Optional) SBS-TA, -60.0" at max. 24- Elastobase PolyShield ga. annular ring spaced, CG, fastener or SECUROCK Gypsum- CR-20 or BP -AA APP-TA inch spans shank nails staggered Multi -Max FA3 rows, 7-inch Fiber Roof Board M-OSFA center rows or ENRGY-3 oc Min. 19/32- 32 ga., 1-5/8- 6-inch o.c. in 4- inch lap and 6- Min. 2-inch D-IS, OB500, (Optional) inch Polyglass Elastobase inch diameter inch o.c. in ACFoam II, III, CR-20 or M- D-IS, One or SBS-SA, W-4 plywood P Yw 24- or Polyglass tin caps with 12 four, equally H-Shield, H- OSFA, atop (Optional) Additional OB500, SBS-SA more SBS- APP-SA, -60.0' at max. Elastobase PolyShield ga. annular ring spaced, CG, fastener layers of base insulation CR-20 or SA or SBS-TA or inch spans shank nails staggered Multi -Max FA3 rows, 7-inch M-OSFA APP-TA APP-TA center rows or ENRGY-3 oc Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6r" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-112 Revision 2: 09/25/2017 Appendix 1, Page 4 of 26 TABLE;1A-Z: WOOD DECKS -;NEW CONSTRUCTION, REROOF (TEAe-OFF) oR RECOVER SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED,ROOF COVER , . System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (psf) 12-inch o.c. in 4- Min. 0.25-inch Dens Deck, Min. 19/32- Polyglass OMG Flat inch lap and 12- (Optional) FBC Dens Deck Prime, SECU ROCK W 5 inch plywood Elastobase or Polyglass Bottom Plates inch o.c. in two, Approved, ASTM Gypsum -Fiber Roof Board, (Optional) SBS-AA, SBS- at max. 24- (square) with equally spaced, C1289, HA Min. 0.75-inch FescoBoard HA BP -AA BP -AA TA, APP-TA -60.0 inch spans Elastobase Roofgrip #12 staggered center type II polyiso- (homogeneous) or min. 0.5- Poly cyanurate inch Structodek High Density rows Fiberboard Roof Insulation Min. 19/32- Polyglass Y OMG Flat 12-inch o.c. in 4- inch lap and 12- (Optional) FBC (Optional) inch plywood Elastobase or Bottom Plates inch o.c. in two, Approved, Min. 0.25-inch Dens Deck, One or SBS-SA, APP- W 6 at max. 24- Polyglass (square) with equally spaced, ASTM C1289, HA Dens Deck Prime, SECUROCK HA SBS-SA more SBS- SA, SBS-TA -60.0 inch spans Elastobase Roofgrip #12 staggered center type II polyiso- Gypsum -Fiber Roof Board SA or APP- or APP-TA Poly cyanurate TA rows TABLE 16 WOOD DECKS- NEW CONSTRUCTION, REROOF (TEAR=OFF) OR RECOVER SYSTEM TYPE_B: MECHANICALLY ATTACHED'BASE INSULATION, BONDED 1 OP:INSULATION BANDED ROOF CL. OVER,:' .. System Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Type Fasteners Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 19/32-inch Min. 1.5-inch Dekfast Hex with Min. 75-inch FescoBoard 0. (Optional if (Optional if using W-7 plywood at max. 24-inch ENRGY 3, H-Shield Dekfast #12 or TruFast 1 per (homogeneous) or min. 0.5-inch HA using AA Ply) AA Base) One or SBS-AA, SBS-TA, -60.0 spans or Polytherm MP-3 with TruFast DP 1.33 ftz Structodek High Density Fiberboard BP AA more BP -AA or APP-TA Roof Insulation APP-TA Exterior Research and Design, I.I.C. 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 FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 5 of 26 TABLE 1C:' WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C; MECHANICALLY ATTACHEWNSULATION, BONDED ROOF COVER System Deck (Note 1) Base Insulation Top Insulation Layer Roof Cover (Note 15) MDP Type Fasteners Attach Base Ply Ply Cap Ply No. Layer (psf) Min. 19 32-inch / (Optional) Min. 0.5-inch Structodek High Density Dekfast Galvalume (Optional if (Optional if using AA W-8 plywood at max. One or more layers, Fiberboard Roof Insulation or min. 0.25- Steel Hex with 1 per 1.33 2 using AA Ply) Base) One or more BP -AA SBS-AA, SBS-TA, APP- -82.5 24-inch spans any combination, inch Dens Deck, Dens Deck Prime or Dekfast #12 DP ft BP -AA or APP-TA TA loose laid SECUROCK Gypsum -Fiber Roof Board (Optional) Dekfast Galvalume W-9 Min.19/32-inch plywood at max. One or more layers, Min. 1.5-inch ENRGY 3, H Shield or Steel Hex with Dekfast #12 DP or 1 per 1.33 SBS-SA (Optional) One or more SBS-SA, APP-SA, SBS- 82.5 24-inch spans any combination, Polytherm TruFast MP-3 with ft2 SBS-SA or APP-TA TA or APP-TA loose laid TruFast DP °- - TABLE 1D: WOOD DECKS —NEW CONSTRUCTION ; REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE.D,•;PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER - System Deck (Note 1) Insulation Layer(s) Base Sheet Roof Cover (Note 15) MDP No. Type Attach Base Fasteners Attach Base Ply Cap Ply (Psfl Polyglass Elastobase, Polyglass OMG Flat Bottom Plates Min. 19/32-inch One or more layers, Prelim. 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 max. any combination Attached CertainTeed Glasbase, Firestone MB #14, Dekfast Hex with inch o.c. in two, equally spaced, or more BP -AA SBS-TA, -52.5 24-inch spans 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 Min. 19 32-inch / One or more layers, Prelim. Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast lap and 12- inch on w One or more SBS-SA, APP-SA, W-11 plywood at max. any combination Attached Elastobase Poly with poly top surface #14 or TruFast MP-3 with two, inch o.c. in two, equally spaced, inc SBS-SA SBS-TA or -52.5* 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- (Optional) One SBS-AA, W-12 plywood at max. P Yw any combination Attached Elastobase Poly (square) with Roofgrip #12 inch o.c. in two, equally spaced, or more BP -AA SBS-TA, -60.0 24-inch spans p staggered center rows or APP-TA APP-TA W-13 Min. 19 32-inch / at max. One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates 12-inch o.c. in 4-inch lap and 12- One or more SBS-SA, APP-SA, plywood P Yw 24-inch spans any combination Attached Elastobase Poly with poly top surface (square) with Roofgrip #12 inch o.c. in two, equally spaced, SBS-SA SBS-TA or -60.0* P staggered center rows APP-TA Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for F1.36027-112 Certificate of Authorization #9503 O EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 6 of 26 RjNITY ERD TABLE 1E-1: WOOD DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED_ ROOF COVER System Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP No. Base Fasteners Attach Base Ply Cap Ply (psf) Min. 15/32-inch W-14 plywood at max. 24- Polyglass Elastobase Simplex MAXX 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.15/32-inch 1 W-15 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 12-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS-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 W-16 plywood at max. 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, SBS-AA, SBS- 2 - 24-Inch spans Glasbase, Firestone MB Base, JM Perma- with 11 ga. annular ring shank nails equally spaced, staggered center rows more BP -AA or TA, APP-TA -60.0 Ply 28, Tamko Glass Base or GAFGLAS #75 APP-TA W-17 Min. 19/32-inch plywood at max. 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, (Optional) One or SBS-SA, APP- 24-inch spans Elastobase Polywith of to surface poly p with 11 a. annular ring shank nails g g equally spaced, staggered center rows q y p gg more SBS-SA or SA, SBS-TA or -60.0 APP-TA APP-TA Min. 15/32-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 90.0 inch spans equally spaced, staggered center rows APP-TA or APP-TA W-19 Min. 19/32-inch plywood at max. p 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- 24-inch spans Elastobase Poly with poly top surface with 11 ga. annular ring shank nails. equally spaced, staggered center rows more SBS-SA or SA, SBS-TA or -97.5 APP-TA APP-TA Min. 15Inch W-20 plywoodd at 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 W-21 Min. 19/32-inch plywood at max. p y 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 SBS-AA, SBS- ` 24-inch spans Elastobase Poly with 11 ga. annular ring shank nails equally spaced, staggered center rows more BP -AA or TA, APP-TA -112.5 APP-TA Min. 19 32-inch / 32 ga., 1-5/8-inch diameter tin caps SBS-SA, APP- W-22 plywood at max. 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 24-inch spans Elastobase Poly with poly top surface Note: Tin caps are to be primed with equally spaced, staggered center rows more APP-TA SA, SBS-TA or -112.5 ASTM D41 primer. APP-TA Exterior Research and Design, LLC. d/b/a Trinity( ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6' EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 7 of 26 _ r TABLE 1E-2: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY,ATTACHED BASE SHEET, BONDED ROOF COVER System Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP No. Base Fasteners Attach Base Ply Cap Ply (psf) 32-inch Min.19 / Polyglass Elastobase, Polyglass Elastobase Poly, Polyglass G2 Base, CertainTeed OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch (Optional) One or W-1 plywood at max. p � Glasbase, Firestone MB Base, JM Perma- Roofgrip #14, Dekfast Hex with Dekfast #14 o.c. in two, equally spaced, staggered more BP -AA or SBS-AA, 5B5- TAAPP-TA -52.5 24-inch spans Ply 28, Tamko Glass Base or GAFGLAS #75 or TruFast MP-3 with TruFast HD center rows APP-TA , I. W-2 Min. 19/32-inch plywood at max. Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast #14 or TruFast MP- 12-inch o.c. in 4-inch lap and 12-inch One or more SBS- SBS-SA, APP- 24-inch spans Elastobase Poly with poly top surface 3 with TruFast HD O.C. in two, equally spaced, staggered SA SA, SBS-TA or -52.5* center rows APP-TA W-3 Min.19/32-inch plywood at max. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch (Optional) One or SBS-AA, SBS- 24-inch spanscenter Elastobase PolyRoof grip #12 g P o.c. in two, equally spaced, staggered more BP -AA or TA, APP-TA -60.0 rows APP-TA W-4 Min. 19/32-inch plywood at max. P y Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch One or more SBS- SBS-SA, APP- 24-inch spans Elastobase Poly with poly top surface Roofgrip #12 o.c. in two, equally spaced, staggered SA SA, SBS-TA or -60.0 center rows APP-TA TABLE IF: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F`..NON-INSULATED, BONDED ROOF COVER System Deck Primer Roof Cover (Note 15) MDP Joint Treatment Base Ply Ply Cap Ply No. (psf) VV_5 Min. 15/32-inch plywood (Optional) ASTM D41 None SBS-SA (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA 90.0 at max. 24-inch spans APP-TA or APP-TA W 6 Min. 15/32-Inch plywood (Optional) ASTM D41 Plywood joints are covered with 4-inch wide strips of TriBuilt SA TriBuilt SA SBS Base (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA at max. 24-inch spans SBS Base, rolled into place to create continuous bond. APP-TA or APP-TA -97.5 Exterior Research and Design, LLC. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6M EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for F1.16027-112 Revision 2: 09/25/2017 Appendix 1, Page 8 of 26 =- TABLE2A: STEELORSTRUCTURALCONCRETEDECKS-'NEW CONSTRUCTION REROOF(TEAe=OFF)"oRRECOVER Y . " SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP.INSULATION, BONDED ROOF COVER System Deck (Note i) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Type Fasteners Attach Type Attach Base Ply Ply Cap Ply (psf) 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 11, ENRGY MP-3 with Trufast HD or 1 per 2 ftz (homogeneous) or min. 0.5-inch HA (Optional if using AA Base) One or SBS-AA, 5B5- -45.0* min. 2,500 psi 3, H-Shield or OMG 3-inch Galv Plate Structodek High Density AA Ply) BP -AA more BP -AA or TA, APP-TA structrual concrete Polytherm with OMD HD Fiberboard Roof Insulation APP-TA n Min. 22 ga., type B, Min. 2-inch Dekfast Hex with Dekfast #14, Trufast Min. 0.75-inch FescoBoard (Optional if using SC-2. Grade 33 steel or ACFoam 11, ENRGY MP-3 with Trufast HD or a 1 per 4 ft (homogeneous) or min. 0.5-inch HA (Optional if using AA Base) One or SBS-AA, SBS- -45.0* min. 2,500 psi 3, H-Shield or OMG 3-inch Galv Plate Structodek High Density AA Ply) BP -AA more BP -AA or TA, APP-TA structrual concrete Polytherm with OMD HD Fiberboard Roof Insulation APP-TA Min. 22 ga., type B, Min. 1,5-inch Dekfast Hex with Min. 0.75-inch FescoBoard (Optional if using SC-3. Grade 33 steel or ENRGY ENRGY 3, H-Shield 3 H- Dekfast Dekfast #14 or TruFast or TruFast 1 per 1.33 (homogeneous) or min. 0.5-inch HA (Optional if using AA Base) One or SBS-AA, SBS- -90.0 min. 2,500 psi or Poly MP-with TruFast HD ftZ Structodek High Density AA Ply) BP -AA more BP -AA or TA, APP-TA structrual concrete Fiberboard Roof Insulation APP-TA 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 BP AA (Top surface One or more SBS-SA, APP- SC-4. min. psi ENRGY 3, H-Shield Dekfast #14 or TruFast , ft Structodek High Density HA primed with ASTM layers, SBS-SA or SA, SBS-TA -90.0 structtrualrual concrete or Polytherm � MP-3 with TruFast HD Fiberboard Roof Insulation D41 primer) APP-TA or APP-TA TABLE 26i STEEL OR STRUCTURAL CONCRETE;DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) oR RECOVER - SYSTEM TYPE C: MECHANICALLY ATTACHED,INSULATION, BONDED ROOF COVER System Deck (Note 1) Base Insulation Top Insulation Layer Roof Cover (Note 15) MDP Type Fasteners Attach Base Ply Ply Cap Ply No. Layer (psf) Min. 22 ga., type B, (Optional) One or SC-5. Grade 33 steel or more layers, any Min. 0.5-inch SECUROCK Gypsum- OMG 3-inch Galvalume Steel 1 per 1.78 (Optional if (Optional if using AA SBS-AA, SBS- min. 2,500 psi combination, loose Fiber Roof Board Plate with OMG #14 HD ftZ using AA Ply) Base) One or more BP- TA, APP-TA -75.0 structrual concrete laid BP -AA AA or APP-TA 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 SC-6, Grade 33 steel or any combination, 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- SBS-AA, SBS- 82.5 min. 2,500 psi loose laid Deck, Dens Deck Prime or TruFast MP-3 with TruFast DP ftz TA, APP-TA structrual concrete SECUROCK Gypsum -Fiber Roof (steel only) or HD BP -AA AA or APP-TA Board Min. 22 ga., type B, (Optional) Dekfast Galvalume Steel Hex with SBS-AA, SBS- SC-7. 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 (Optional) One or more TA, SBS-SA, min. 2,500 psi any combination, or Polytherm TruFast MP-3 with TruFast DP ftZ SBS-SA SBS-SA or APP-TA APP-TA, APP- -82.5 structrual concrete loose laid (steel only) or HD SA Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization #9503 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-R2 for F1.36027-112 Revision 2: 09/25/2017 Appendix 1, Page 9 of 26 TABLE 2C: STEEL OR STRUCTURAL CONCRETE DECKS— NEW CONSTRUCTION, REROOF (TEAR-OFF),OR RECOVER SYSTEM TYPED: PRELIMINARILYATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET; BONDED ROOF COVER " NOTE: INSULATION IS OPTIONAL FOR RECOVER APPLICATIONS System Deck (Note 1) Insulation Layer(s) Base Sheet Roof Cover (Note 15) MDP No. Type Attach Base Fasteners Attach Base Ply Cap Ply (psf) 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- -45.0* 2,500 psi structrual combination Attached PI28 Y with Dekfast #14 or TruFast MP-3 equally spaced, staggered TA TA, APP-TA concrete 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, SBS-AA, SBS- 2,500 psi structrual combination Attached Firestone MB Base, JM Perma- with Dekfast #14 or TruFast MP-3 equally spaced, staggered more BP -AA or APP- TA, APP-TA -52.5 concrete Ply 28, Tamko Glass Base or with TruFast HD center rows TA 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- 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 -52.5* 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)(Optional) 12-inch o.c. in 4-inch lap and 12-inch o.c. in two, 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 -60.0 concrete combination #14 center rows TA Min. 22 ga., type B, Grade 33 steel or min. One or more Prelim. Polyglass Elastobase or OMG Flat Bottom Plates (square)SBS-SA, 12-inch o.c. in 4-inch lap APP- SC-12. 2,500 psi structrual layers, any Attached Polyglass Elastobase Poly with with Roofgrip #12 (steel only) or and 12-inch ocin two ., , equally spaced, staggered One or more SBS-SA SA, SBS-TA -60.0* concrete combination of to surface poly p #14 or APP-TA center rows Min. 22 ga., type B, SC-13. Grade 80 steel or min. One or more layers, any Prelim. TriBuilt APP Smooth Dekfast isofast IF-2.375-AT Plates 12-inch o.c. in the 5-inch (Optional) APP-TA SBS-TA, APP 82.5 2,500 psi structrual combination Attached with Dekfast #15 HS wide, heat -welded side lap TA concrete Min. 22 ga., type B, SC-14. 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- 82.5 2,500 psi structrual combination Attached Plates with Trufast EHD Fasteners wide, heat -welded side lap TA concrete Min. 22 ga., type B, One more Dekfast Hex with or 12-inch o.c. in the 4-inch SC-15. Grade 33 steel or min. layers, any s, Prelim. TriBuilt APP Smooth OMG Flat Bottom Plates with Plates with lap and 18-inch o.c, in two, (Optional) BP -AA or SBS-AA, SBS- -112.5 2,500 psi structrual combination Attached CMG Roofgrip #14 equally spaced, staggered APP-TA TA, APP-TA concrete center rows Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 0 EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-112 Revision 2: 09/25/2017 Appendix 1, Page 10 of 26 p RINI D TABLE 3A: STRUCTURAL'CONCRETE DECKS —NEW CONSTRUCTION'oRREROOF,_(TEAIi-OFF) '^ SYST EM TYPE A-1: BONDEDINSULATION;GONDED ROOF COVER'. SEE NOTE' FOR VAPOR BARRIER OPTIONS - System Deck Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP Type Attach Type Attach Base Ply Ply Cap Ply--d No. (Psf) SELF -ADHERING SYSTEMS WITH BASE INSULATION AND OPTIONAL TOP_.'INSULATIUN OF THE_. SAME TYPE:: . '." -_ _ •" ' C-1 Structural (Optional) Min. 1.5-inch H-Shield or Multi -Max ((Opttioallditional layers(s) of (Optional) One or more SBS-SAAPP-SA concrete ASTM D41 FA3 D-IS insulation o, n DAS SBS-SA SBS-SA or APP-TA , SBS-TA or APP-TA -67.5 J' C 2 Structural (Optional) Min. 1.5 inch ACFoam II or ENRGY 3 D-IS (Optional) additional layers(s) of DAS SBS-SA (Optional) One or more SBS-SA, APP-SA, 135.0 concrete ASTM D41 base insulation SBS-SA or APP-TA SBS-TA or APP-TA C-3 Structural None Min. 1.5-inch, min. pcf Insulfoam D-IS (Optional) additional layers of base D-IS SBS-SA (Optional) One or more SBS-SA, APP-SA, 157.5 concrete insulation SBS-SA or APP-TA SBS-TA or APP-TA C-4 Structural None Min. 1.5-inch, min. 2.0 pcf Insulfoam 06500 (Optional) additional layers of base OB500 SBS-SA (Optional) One or more SBS-SA, APP-SA, -120.0 concrete insulation SBS-SA or APP-TA SBS-TA or APP-TA C-5 Structural None Min.1.5-inchENRGY3 OB500 (Optional) additional layers(s) of OB500 SBS-SA (Optional) One or more SBS-SA, APP-SA, -127.5 concrete base insulation SBS-SA or APP-TA SBS-TA or APP-TA . C-6 Structural None Min. 1.5 inch ACFoam II or H-Shield OB500 (Optional) additional layers(s) of OB500 585 SA (Optional) One or more SBS-SA, APP-SA, 150.0 concrete base insulation SBS-SA or APP-TA SBS-TA or APP-TA C-7 Structural None Min. 1.5-inch ACFoam II, ENRGY 3, H- (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, concrete Shield or Multi -Max FA3 M-OSFA base insulation M-OSFA SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA 232.5 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, -240.0 concrete insulation SBS-SA or APP TA SBS-TA or APP-TA C-9 Structural None Min.1.5-inch ACFoam II, ACFoam III, ENRGY 3, H-Shield, H-Shield CG , Multi- CR-20 (Optional) additional ( la ers s) of Y CR-20 SBS-SA (Optional) One more SBS-SA, APP SA, -270.0 concrete Max FA3 or ISO 95+ GL base insulation 56S-SA or APP-TA SBS-TA or APP TA C-10 Structural None Min. 2-inch ACFoam II or H-Shield Olassic (Optional) additional layers(s) of Olassic SBS-SA (Optional) One or more SBS-SA, APP-SA, 270.0 concrete `ACFoam (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, III, 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 -480.0 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 SECU ROCK 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 -67.5 C-13 Structural None Min. 1.5-inch, min. 2.0 pcf Insulfoam D-IS Min. 0.25-inch Dens Deck, Dens DAS SBS-SA (Optional) One or more SBS-SA, APP-SA, -120.0 concrete Deck Prime SBS-SA or APP-TA SBS-TA or APP-TA C-14 Structural None Min. 2-inch ACFoam II, ENRGY-3 or H- DAS Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, concrete Shield Fiber Roof Board DAS SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -247.5 C-15 Structural None Min. 1.5-inch ENRGY 3 OB500 Min. 0.25-inch Dens Deck, Dens OB500 SBS-SA (Optional) One or more SBS-SA, APP-SA, 127.5 concrete Deck Prime SBS-SA or APP-TA SBS-TA or APP-TA Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization #9503 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-R2 for FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 11 of 26 R - 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) MDP Type Attach Type Attach Base Ply Ply Cap Ply No. (Psf) C-16 Structural None Min.1.5-inch ACFoam II, H-Shield or OB500 Min. 0.25-inch Dens Deck, Dens OB500 SBS-SA (Optional) One or more SBS-SA, APP-SA, -150.0 concrete ISO 95+GL Deck Prime SBS-SA or APP-TA SBS-TA or APP-TA Structural Min. 2-inch ACFoam II, ENRGY-3 or H- Min. 0.25-inch SECUROCK Gypsum- OB500 SBS-SA (Optional) One or more SBS-SA, APP-SA, _247.5 concrete Shield Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-TA 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, -232.5 concrete Shield or Multi -Max FA3 Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-TA 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, -247.5 concrete Shield Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-TA 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, 240.0 concrete Deck Prime SBS-SA or APP-TA SBS-TA or APP-TA Min. 1.5-inch Ultra -Max or Multi -Max C-21 Structural None FA-3, min. 1.3-inch ACFoam III or min. CR-20 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 Fiber Roof Board CR-20 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA 240.0 CG or ENRGY 3 C 22 Structural None Min. 2-inch ACFoam II, ENRGY-3 or H- CR-20 Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, concrete Shield Fiber Roof Board CR-20 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA 247 5 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, -350.0 concrete (FULL) Fiber Roof Board (FULL) SBS-SA or APP-TA SBS-TA or APP-TA C-24 Structural ASTM D41 Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3, H-Shield, H-Shield CG or HA Min. 0.25-inch SECUROCK Gypsum- HA SBS-SA (Optional) One or more SBS-SA, APP-SA, 350.0 concrete Multi -Max FA3 Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-TA 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 -225.0 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-IS APP-TA (Optional) One or more APP-TA 232.5 concrete Fiber Roof Board APP-TA C 27 Structural None Min. 2-inch ACFoam II or H-Shield OB500 Min. 0.25-inch SECUROCK Gypsum- OB500 BP -AA (Optional) One or more SBS-AA -225.0 concrete Fiber Roof Board BP -AA C 28 Structural None Min. 2-inch ACFoam II or H-Shield OB500 Min. 0.25-inch SECUROCK Gypsum- OB500 APP-TA (Optional) One or more APP-TA -232.5 concrete Fiber Roof Board APP-TA C 29 Structural None Min. 2-inch ACFoam II or H-Shield M-OSFA Min. 0.25-inch SECUROCK Gypsum- M-OSFA BP -AA (Optional) One or more SBS-AA -225.0 concrete Fiber Roof Board BP -AA C-30 Structural None Min. 2-inch ACFoam II or H-Shield M-OSFA Min. 0.25-inch SECUROCK Gypsum- M-OSFA APP-TA (Optional) One or more APP-TA -232.5 concrete Fiber Roof Board APP-TA Exterior Research and Design, U.C. d/b/a Trinity ) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6M EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-112 for FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 12 of 26 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) MDP No. Type Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 1.5-inch Ultra -Max or Multi -Max C-31 Structural None FA-3, min. 1.3-inch ACFoam III or min. Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more concrete 1.0-inch ISO 95+GL, H-Shield, H-Shield CR-20 Fiber Roof Board CR-20 BP -AA BP SBS-AA CG or ENRGY 3 lr Min. 1.5-inch Ultra -Max or Multi -Max C-32 Structural None FA-3, min. 1.3-inch ACFoam Ill 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 -232.5 CG or ENRGY 3 C-33 Structural None (Optional) Min. 2-inch ACFoam II or H- OB Classic Min. 0.25-inch SECUROCK Gypsum- OB (Optional) One or more concrete Shield Fiber Roof Board Classic BP -AA BP -AA SBS-AA -225.0 (FULL) (FULL) C-34 Structural None (Optional) Min. 2-inch ACFoam II or H- OB Classic Min. 0.25-inch SECUROCK Gypsum- OB Classic (Optional) One or more concrete Shield Fiber Roof Board APP-TA APP-TA APP-TA -232.5 (FULL) (FULL) Structural Min. 1.5-inch ACFoam Il, ACFoam III, Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-35 ASTM D41 ENRGY 3 H-Shield, H-Shield CG or HA HA BP AA SBS-AA -225.0 concrete Multi -Max FA3 Fiber Roof Board BP -AA Structural Min. 1.5-inch ACFoam II, ACFoam III, Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-36 ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA HA APP-TA APP-TA -232.5 concrete Multi -Max FA3 Fiber Roof Board APP TA (Optional if Structural Min. 0.75-inch FescoBoard using AA Ply) (Optional if using AA SBS-AA, SBS-TA, C-37 concrete ASTM D41 (homogeneous) HA None N/A One or more Base) One or more BP- APP TA 277.5 , AA or APP-TA BP -AA Structural Min. 1.5-inch ACFoam II, ACFoam III, (Optional if using AA Ply) (Optional if using AA SBS-AA, SBS-TA, C-38 concrete ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Min. 0.75-inch Fesco Board HA Base) One or more BP- -290.0 Multi -Max FA3 One or more AA or APP-TA APP-TA BP -AA (Optional if Structural Min. 0.5-inch Structodek High Density using AA Ply) (Optional if using AA SBS-AA, SBS-TA, C 39 concrete ASTM D41 Fiberboard Roof Insulation HA None N/A One or more Base) One or more BP- APP-TA 285.0 BP -AA or APP-TA Structural Min. 1.5-inch ACFoam II, ACFoam III, Min. 0.5-inch Structodek High (Optional if using AA Ply) (Optional if using AA SBS-AA SBS-TA C-40 ASTM D41 ENRGY 3, H-Shield, H Shield CG or HA HA Base) One or more BP- 480.0 concrete Multi -Max FA3 Density Fiberboard Roof Insulation One or more AA or APP-TA APP TA BP -AA Exterior Research and Design, LLC. d/b/a Trinity[ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 13 of 26 CTURALCONCRETE (TEAriTOF- Clf 80 DIEDIN Li B , ! 7 _7 'SEE NOTE'16`FORVAPOR;BARRIERPm6w System Deck Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) IVIDP No. Type Attach Type Attach Base Ply Ply Cap Ply (Psf) Structural Min. 1.5-inch ACFoam 11, ACFoam III, (Optional if (Optional if using AA C-41 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, -480.0 concrete Multi -Max FA3 One or more AA or APP-TA APP-TA BP -AA (Optional if C-42 Structural 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, SOS -TA, 510.0 concrete One or more, APP-TA AA or APP-TA BP -AA TABLE ki� StR6CfUk4tt6WCR' ETE DECKS ��NIEWCONSTRIUCTICIIN (TEAR -OFF) SVST S ' EIVITYPE R146WN ULATEID;BCINIQ�P�BASE,.tREET, •PONDEDRO COVER System No. Deck Primer Roof Cover (Note 15) MDP Base Ply Ply Cap Ply (Psf) C-43 Structural concrete ASTM D41 SBS-SA (Optional) SBS-SA or APP-TA SBS-SA, APP-SA, SBS-TA or APP-TA -315.0 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-AA, SBS-TA, APP-TA -622.5 Exterior Research and Design, U.C. 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 FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 14 of 26 TRINITY JERD TABLE.4Ar 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) MDP No. (Note 1) Concrete (Note 14) Type Attach Type Attach Base Ply Ply Cap ply (psf) :. , �SELF-ADHERING SYSTEMS WITH SASE INSULATION AND'OPTIONACTOP;INSUL'ATION OF THE SAME -TYPE: � "` LAIC-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, APP- _120.0 concrete inch Elastizell layers of base insulation more SBS-SA SA LWC-2 Structural Min. 200 psi, min 2- p Min. 1.5-inch ACFoam II, ENRGY 3, ISO 95+ GL OB500 (Optional) Additional (Optional) One or SBS-SA, APP- concrete inch Elastizell or H-Shield layers of base insulation OB500 SBS-SA more SBS-SA or SA, SBS-TA -225.0 - 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, APP- -180.0 concrete 2-inch Elastizell layers of base insulation more SBS-SA SA Structural Min. 200 psi, min. Min. 1.5-inch ACFoam 11, ACFoam III, ENRGY 3, (Optional) Additional (Optional) One or SBS-SA, APP- LWC-4 concrete 2-inch Elastizell ISO 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 -180.0 FA3 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, APP- _222.5 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, APP- LWC-6 concrete 2-inch Celcore or ISO 95+GL, H-Shield, H-Shield CG, Multi -Max CR-20 layers of base insulation CR-20 SBS-SA more SBS-SA or SA, SIBS -TA -222.5 Mearlcrete FA3 APP-TA or APP-TA SELF -ADHERING SYSTEMS WITH BASE INSULATION AND CO' ERBOARD: Structural Min. 200 psi, min 2- Min. 0.25-inch SECUROCK (Optional) One or SBS-SA, APP- LWC-7 concrete inch Elastizell Min. 1.5-inch, min. 2.0 pcf Insulfoam OB500 Gypsum -Fiber Roof Board OB500 SBS-SA more SBS-SA or SA, SBS-TA -120.0 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 SBS-SA, APP- LWC-8 concrete inch Elastizell or H-Shield OB500 Gypsum -Fiber Roof Board OB500 SBS-SA more SBS-SA or SA, SBS-TA -225.0 i APP-TA or APP-TA r-1 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, APP- 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 -180.0 FA3 or min. 2.0 pcf Insulfoam I 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, APP- LWC-10 2-inch Celcore or ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max CR-20 CR-20 SBS-SA more SBS-SA or SA, SBS-TA -222.5 concrete Mearlcrete FA3 or min. 2.0 pcf Insulfoam Gypsum Fiber Roof Board APP-TA or APP-TA ASPHALT AND/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, SBS- concrete inch Elastizell or H-Shield OB500 Gypsum -Fiber Roof Board OB500 APP-TA more BP -AA or APP- TA, APP-TA -225.0 TA Structural Min. 200 psi, min. Min. 1.5-inch ACFoam 11, ACFoam III, ENRGY 3, Min. 0.25-inch SECUROCK BP -AA, (Optional) One or SBS-AA, SBS- LWC-12 concrete 2-inch Elastizell ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max CR-20 Gypsum -Fiber Roof Board CR-20 APP TA more BP -AA or APP- TA, APP-TA -180.0 FA3 or min. 2.0 pcf Insulfoam TA Exterior Research and Design, I.I.C. d/b/a Trinity ( ERD Evaluation Report A42970.10.12-R2 for F1.16027-112 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 15 of26 TABLE LIGHTWEIGHT CONCRETE DECKS-- NEW;CONSTRUCTION oe REROOF (TEAR -OFF) SYSTEM TYPE A-1:`BONDED'INSULATION, BONDED ROOF COVER' System Deck Lightweight Base Insulation Layer Coverboard Roof Cover (Note 15) MDP No. (Note 1) Concrete (Note 14) (psf) 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 2-inch Celcore or ISO 95+GL, H-Shield, H-Shield CG, Multi -Max CR-20 Min. 0.25-inch SECUROCK CR-20 BP -AA, more BP -AA or APP- SBS-AA, SBS- -222.5 concrete Mearlcrete FA3 or min. 2.0 pcf Insulfoam Gd Gypsum -Fiber Roof Boar APP-TA TA TA, APP-TA TABLE 4B:` LIGHTWEIGHT CONCRETE DECKS— NEW CONSTRUCTION OR, REROOF (TEAR -OFF) SYSTEM TYPE A-2:-MECHANICALLY AT 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) MDP (Psf) 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, (Optional if (Optional Type B, Min. 300 psi 4-inch lap and 1.5-inch Polytherm Composite or (Optional if using Base) LWC-14 vented steel Approved pP GAFGLAS OMG CR 7-inch o.c. in ACFoam II, H- HA min. 0.5-inch Structodek HA using AA Ply) One or more SBS-AA, SBS- -45.0 at max. 5 ft cellular LWC #75 BSF two, equally Shield, Multi- High Density Fiberboard BP -AA BP -AA or APP- TA, APP-TA spans spaced center Max FA3 or Roof Insulation or min. rows Polytherm 0.75-inch FescoBoard TA (homogeneous) Min. 22 ga., 7-inch o.c. at Min. 1.5-inch Type B, Min. 300 psi GAFGLAS OMG CR 4-inch lap and 7-inch o.c. in ACFoam II, H- (Optional) One SBS-SA, APP- LWC-15 vented steel Approved #75 BSF two, equally Shield, Multi- HA None N/A SBS-SA or more SBS-SA SA, SBS-TA -45.0 at max. 5 ft cellular LWC spaced center Max FA3 or or APP-TA or APP-TA spans Polytherm rows Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 O EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for F1.16027-112 Revision 2: 09/25/2017 Appendix 1, Page 16 of 26 TABLE 4C r 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) T e yp No. (Note 1) Lightweight Concrete (Note 14) MDP (Note A) Fasteners Attach Base Ply Cap Ply (psf) `GENERIC CELLULAR LIGHTWEIGHTINSULATINGCONCRETE: 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) j 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 SBS-AA, APP- -45.0 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 CELCORECELLULARLIGHTWEIGHTINSULATING-CONCRETE:`.;.-, Min. 0.0179-inch Tensilform S-75 or min. 8-inch o.c. in a 3-inch lap and 16-inch o.c. in LWC-17 0.0205-inch Tensilform Min. 200 psi, min. 2-inch thick Celcore B1, B2, B3 or B7 Trufast FM-90 or two, equally spaced, staggered rows in the One or more SBS-AA -37.5 75 at max. 5 ft spans or OMG CR BPF field of the sheet BP structural concrete Min. 22 ga., type B steel 7-inch o.c. in a 3-inch lap and 7-inch o.c. in LWC-18 at max 5 ft spans or Min. 200 psi, min. 2-inch thick Celcore B1 through B12 Trufast FM-90 or two, equally spaced, staggered rows in the One or more SBS-AA -45.0 structural concrete OMG CR BPF field of the sheet BP -AA Min. 26 ga., type HF 81, 132, 63, B4, 9-inch o.c. in a 3-inch lap and 9-inch o.c. in LWC-19 steel at max 5 ft spans Min. 225 psi, min. 2-inch thick Celcore MF B7, B8, B10, B11 OMG CR BPF two, equally spaced, staggered rows in the One or more SBS-AA -45.0 or structural concrete or B12 field of the sheet BP -AA Min. 22 ga., type B steel B1, B2, B3, B4, 7-inch o.c. in a 3-inch lap and 14-inch o.c, in LWC-20 at max 6 ft spans or Min. 225 psi, min. 2-inch thick Celcore MF B7, B8, B10, B11 OMG CR BPF two, equally spaced, staggered rows in the One or more SBS-AA -45.0 structural concrete or B12 field of the sheet BP -AA Min. 22 ga., type B steel B1, B2, B3, B4, 9-inch o.c. in a 3-inch lap and 9-inch o.c. in LWC-21 at max 6 ft spans or Min. 225 psi, min. 2-inch thick Celcore MF B7, B8, B10, B11 OMG CR BPF two, equally spaced, staggered rows in the One or more SBS-AA -45.0 structural concrete or B12 field of the sheet BP -AA Min. 22 ga., type B steel Trufast Twin Loc- 9-inch o.c. in a 4-inch lap and 18-inch o.c. in One or more SBS-AA, SBS- LWC-22 at max 5 ft spans or Min. 225 psi, min. 2-inch thick Celcore MF B1 or B2 Nail two, equally spaced, staggered rows in the BP -AA or APP- -45.0 structural concrete field of the sheet TA TA or APP-TA Min. 22 ga., type B steel 62 (with poly Trufast Twin Loc- 9-inch o.c. in a 4-inch lap and 18-inch o.c. in One or more SBS-SA, APP- LWC-23 at max 5 ft spans or Min. 225 psi, min. 2-inch thick Celcore MF film top surface) Nail two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -45.0 structural concrete field of the sheet APP-TA or APP-TA Min. 22 ga., type B steel LWC-24 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Celcore MF B2 Trufast FM-90 8-inch o.c, in a 4-inch lap and 8-inch o.c. in BP -AA or APP- SBS-AA, SBS- -60.0 structural concrete three equally spaced, staggered center rows TA TA or APP-TA LWC-25 Min. 22 ga., type B steel at max 5 ft spans or Min. 300 psi, min. 2-inch thick Celcore MF 62 (with poly- Trufast FM-90 in a 4-inch lap and 8 inch in One or more SBS-SA or SBS-SA, APP- SA, SBS-TA -60.0 structural concrete film top surface) three quo.c ceo.nter three equally spaced, staggered center rows APP-TA or APP-TA Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 e EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for F1.16027-112 Revision 2: 09/25/2017 Appendix 1, Page 17 of 26 TABLE 4C:. LIGHTWEIGHT CONCRETE DECKS-NEWCONSTRLICTION 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) Type No. (Note 1) Lightweight Concrete (Note 14) MDP (psf) (Note A) Fasteners Attach Base Ply Cap Ply Min. 22 ga., type B steel 7-inch o.c. in a 3-inch lap and 7-inch o.c. in LWC-26 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Celcore B1 through B12 Trufast FM-90 or two, equally spaced, staggered rows in the One or more SBS-AA -75.0 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 Polyglba Trufast FM-260 in a 4-inch lap and 1cench s (Optional) BP- SBS-AA, SBS -90.0 structural concrete Elastobase Poly three equally three equally spaced, staggered center rows roo.cws AA or APP-TA TA, APP-TA ELASTIZELL CELLULAR LIGHTWEIGHT _INSULA_ TING CONCRETE:` ' ° - . • - '= - • - - - _ Min. 0.0179-inch Tensilform S-75 or min. Min. 200 psi, min. 2-inch 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-r A, SBS- LWC-28 0.0205-inch Tensilform Range II B3 through B12 OMG CR BPF in two, equally spaced, staggered rows in the BP -AA or APP- TA or APP-TA -30.0 75 at max. 5 ft spans or field of the sheet TA structural concrete Min. 0.0179-inch Tensilform S-75 or min. Min. 200 psi, min. 2-inch thick Elastizell 82 (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 SBS-SA, APP- 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, SBS-TA -30.0 75 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, min. 2-inch thick Elastizell Trufast FM-90 or , 7-inch o.cin a 3-inch lap and 7-inch o.c. in One or more SBS-AA, SBS- LWC-30 at max 5 ft spans or Range 11 B1 through B12 OMG CR BPF two, equally spaced, staggered rows in the BP -AA or APP- TA or APP-TA -45.0 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, APP- LWC-31 at max 5 ft spans or p Range II film top surface) OMG CR BPF two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -45.0 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 SBS-AA, SBS- LWC-32 at max 5 ft spans or with Zell -Crete Fibers, supple -mentally pp y 62 Nails (min. 1.8- three, equally spaced, staggered rows in the One or more TA, SBS-SA, -60.0 structural concrete attached with Roofgrip #21 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 B steel Min. 350 psi, min. 2-inch thick Elastizell Trufast Twin Lac- 6-inch o.c. in a 4-inch lap and 6-inch o.c. in SBS-SA, APP- LWC-33 at max 5 ft spans or with Zell -Crete Fibers, supple -mentally B2 (with poly- Nails (min. 1.8- three, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -60.0 structural concrete attached with Roofgrip #21 and 3-inch film top surface) inch) field of the sheet APP 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 B3 through B12 in two, equally spaced, staggered rows in the SBS-AA -30.0 structural concrete OMG CR BPF field of the sheet BP AA Exterior Research and Design, U.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 CH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 18 of 26 TABLE 4C: LIGHTWEIGHT CONCRETE DECKS- NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER - Base Sheet (Note A below) Roof Cover (Note 15) System Deck Lightweight Concrete (Note 14) MDP Type No. (Note 1) Fasteners Attach Base Ply Cap Ply (Psf) (Note A) Min. 22 ga., type B steel 7-inch o.c. in a 4-inch lap and 7-inch o.c. in One or more LWC-35 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Mearlcrete B1, B2 or B12 Trufast FM-90 or two, equally spaced, staggered rows in the BP -AA or APP- SBS-AA, SBS- structural concrete OMG CR BPF field of the sheet TA TA or APP-TA 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, APP- LWC-36 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 -45.0 structural concrete field of the sheet APP-TA or APP-TA Min. 22 ga., type B steel 61, B2, B3, B7 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, SBS LWC-37 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Mearlcrete two, equally spaced, staggered rows in the BP -AA or APP- -52.5 structural concrete g11 OMG CR BPF field of the sheet TA TA or APP-TA Min. 22 ga., type B steel 62 (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, APP- 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 -52.5 structural concrete field of the sheet APP-TA or APP-TA A. Base Sheets options are coded as follows: ➢ Bi: Polyglass G2 Base; 132: Polyglass Elastobase or Polyglass Elastobase Poly; 133: GAFGLAS #75; 84: GAFGLAS Stratavent Nailable Venting Base Sheet; BS: GAFGLAS Ply 4; 86: GAFGLAS FlexPly 6; 137: JM Perma Ply No. 28; 138: JM Vensulation; 139: JM GlasPly IV; B10: JM GlasPly Premier, B11: Tamko Glass -Base; B12: Tamko Vapor -Chan Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 CH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 19 of 26 TABLE SA °CEMENTITIOLIS WOOD FIBER DECKS --NEW CONSTRUCTION`OR REROOF.(TEAIi-OFF) SYSTEM TYPE A-1: BONDED ,INSULATION, BONDED ROOF COVER' System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) _. MDP No. (Note 1) Type Attach Type Attach Base Ply Ply Cap Ply (psf) 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 95+GL, H-Shield, D-IS or SECUROCK Gypsum -Fiber Roof Board or min. 0.5- D-IS or BP -AA more BP -AA or APP- SBS-AA, SBS-TA, 45.0 Plank or Tectum LS Plank Polytherm, ENRGY-3 OB500 inch Structodek High Density Fiberboard Roof OB500 APP TA Insulation TA CWF-2 Min. 2.5-inch Tectum Min. 1.5-inch ACFoam II, ISO 95+GL, H-Shield, D-IS or Min. 0.25-inch Dens Deck, Dens Deck Prime, D-IS or SBS-SA or (Optional) One or SBS-TA, 585-SA, Plank or Tectum LS Plank Polytherm, ENRGY-3 OB500 SECUROCK Gypsum -Fiber Roof Board 013500 APP-TA more SBS-SA or APP-TA, APP-SA -45.0 APP-TA Min. 1.5-inch ACFoam II, Min. 0.25-inch Dens Deck, Dens Deck Prime, (Optional) One or CWF-3 Min. 2.5-inch Tectum ISO CR-20 SECUROCK Gypsum -Fiber Roof Board or min. 0.5- CR-20 BP -AA more BP -AA or APP- SBS-AA, SBS-TA, 52.5 Plank or Tectum LS Plank therm, ENRGH-Shi-3 Polytherm, ENRGY-3 inch Structodek High Density Fiberboard Roof APP TA Insulation TA 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, CR-20 SBS-SA or (Optional) One or SBS-TA SBS-SA, Plank or Tectum LS Plank Polytherm, ENRGY-3 SECUROCK Gypsum -Fiber Roof Board APP TA more SBS-SA or APP-TA, APP-SA -52.5 APP-TA_ Exterior Research and Design, I.I.C. d/b/a Trinity ERD Certificate of Authorization #9503 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-R2 for FL36027-R2 Revision 2: 09/25/2017 Appendix 1, Page 20 of 26 -..TABLE SB: CEMENTITIOLIS WOOD FIBER DECKS =NEW CONSTRUCTION'6R REROOF (TiA , OFF) "• " SYSTEM TYPE A,2c,:MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER _ System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP No. (Note 1) Type Fastener Attach Type Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 1.5-inch Min. 0.25-inch Dens Deck, Dens Min. 2.5-inch Polyglass 9-inch o.c. in 4-inch ACFoam II, ACFoam Deck Prime, SECUROCK Gypsum- (Optional) Tectum Plank Elastobase, Trufast lap and 12-inch o.c. III, GL, H- Fiber Roof Board, Min. 0.75-inch One more SBS-AA, CWF-5 or Tectum LS Polyglass Inuldek in two, equally Shield, ENRGY 3 HA FescoBoard (homogeneous) or HA BP -AA BP -AAA or SBS-TA, -30.0 * Plank Elastobase Poly, Loc-Nail spaced, staggered , , Polytherm or Multi- min. 0.5-inch Structodek High APP-TA APP-TA G2 Base center rows Density Fiberboard Roof MaxPolyglass FA3 Max F Insulation Polyglass 9-inch o.c. in 4-inch Min. 1.5-inch Min. 2.5-inch Tectum Plank Elastobase, Trufast lap and 12-inch o.c. ACFoam Il, ACFoam Min. 0.25-inch Dens Deck, Dens SBS-SA (Optional) SBS-TA, CWF-6 or TectumLS Polyglass Inuldek in two, equally III, IS095+GL, H- Shield,ENRGY3, HA Deck Prime, SECUROCK Gypsum- HA or APP- One or more SBS-SA SBS-SA, -30.0* Plank Elastobase Poly, Loc-Nail spaced, staggered Polytherm or Multi- Fiber Roof Board TA or APP-TA APP-TA, APP-SA Polyglass G2 Base center rows Max FA3 Min. 1.5-inch Min. 0.25-inch Dens Deck, Dens Min. 2.5-inch Polyglass 9-inch o.c. in 4-inch ACFoam II, ACFoam Deck Prime, SECUROCK Gypsum - (Optional) m TectuPlank Elastobase, Trufast lap and 18-inch o.c. III, IS095+GL, H Fiber Roof Board, Min. 0.75-inch One or more SBS-AA, CWF-7 or Tectum LS Polyglass Twin in two, equally Shield, ENRGY 3, HA FescoBoard (homogeneous) or HA BP -AA BP -AA or SBS-TA, -45.0* Plank Elastobase Poly, Loc-Nail spaced, staggered Polytherm or Multi- min. 0.5-inch Structodek High APP TA APP-TA Polyglass G2 Base center rows Density Fiberboard Roof Max FA3 Insulation Polyglass 9-inch o.c. in 4-inch Min. 1.5-inch Min. 2.5-inch Elastobase, Trufast lap and 18-inch o.c. , ACFoam IIACFoam Min. 0.25-inch Dens Deck, Dens SBS-SA (Optional) SBS-TA, CWF-8 Tectum Plank Polyglass Twin in two, equally III, IS095+GL, H HA Deck Prime, SECUROCK Gypsum- HA or APP- One or more SBS-SA, -45.0* or Tectum LS Elastobase Poly, Loc-Nail spaced, staggered ShieldENRGY 3 , , Fiber Roof Board TA SBS-SA or APP-TA, Plank Polyglass G2 Base center rows Polytherm or Multi- APP-TA APP-SA (i Max FA3 Exterior Research and Design, I.I.C. d/b/a TrinityI ERD Evaluation Report A42970.10.12-R2 for F1.36027-112 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 21 of 26 TABLE SC:. CEMENTITIOUSWOOD FIBER DECKS NEW CONSTRUCTION, REROOF (TEAR bFF) oR RECOVER SYSTEM TYPE B: MECHANICALLYATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF.COVER, ; System Deck 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. (Note Type Fasteners Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 2.5-inch Min. 2-inch H- OMG Polymer GypTec Plate Min. 0.5-inch Structodek (Optional if using AA SBS-AA, CWF-9 Tectum Plank or Shield or with Polymer GypTec or TruFast 1 per 4 ftZ High Density Fiberboard HA (Optional if using Base) One or more BP AA SBS-TA, 45.0* Tectum LS Plank Polytherm TL 3 in. Plate with TL Fastener Roof Insulation AA Ply) BP -AA or APP-TA APP-TA TABLESD: CEMENTITIOUS,WOOD'FIBER DECKS -NEW CONSTRUCTION, REROOF (Tenn-OFF)'oR RECOVER SYSTEM TYPE`C:`MECHANICALLYATTACHED INSULATION, BONDED ROOF COVER'° = System Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP Type Fasteners Attach Base Ply Ply Cap Ply No. (psf) Min. 2.5-inch (Optional) One or Min. 0.25-inch Dens Deck, Dens Deck Prime (Optional if using AA SBS-AA, WF-10 Tectum Plank or more layers, any or SECUROCK Gypsum -Fiber Roof Board or Trufast Twin Loc-Nails Z 1 per 2 ft (Optional if using Base) One or more BP -AA SBS-TA, 45.0 * Tectum LS Plank combination, loose min. 0.5-inch Structodek High Density (min. 1-inch embedment) AA Ply) BP AA or APP-TA APP-TA laid Fiberboard Roof Insulation TABLE SE:, CEMENTITIOUS WOOD FIBER DECKS NEW CONSTRUCTION oR REROOF (Tenn" -OFF) x ' . SYSTEM.TYPE E.°NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET; "BONDED ROOF COVER: System Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP Base Fasteners Attach Base Ply Cap Ply No (psf) CWF-11 Min. 2.5-inch Tectum Plank Polyglass Elastobase, Polyglass Elastobase Trufast Inuldek 9-inch o.c. in 4-inch lap and 12-inch o.c. in two, (Optional) One or SBS-AA, SBS-TA, or Tectum LS Plank Poly, Polyglass G2 Base Loc-Nail equally spaced, staggered center rows more BP -AA or APP-TA APP-TA -30.0* rCWF-12 Min. 2.5-inch Tectum Plank Polyglass Elastobase, Polyglass Elastobase Trufast Twin Loc- 9-inch o.c. in 4-inch lap and 18-inch o.c. in two, (Optional) One or SBS-AA, SBS-TA, or Tectum LS Plank Poly, Polyglass G2 Base Nails equally spaced, staggered center rows more BP -AA or APP-TA APP-TA -45.0* Exterior Research and Design, I.I.C. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6rN EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for F1.36027-112 Revision 2: 09/25/2017 Appendix 1, Page 22 of 26 L- RINIIY E�-�- TABLE 6A: GYPSUM DECKS— REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck (Notes 1 & 12) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP Type Attach Type Attach Base Ply Ply Cap Ply No. (psf) G-1 Existing, sound poured gypsum Min. 2.0 pcf, Insulfoam OB500 (Optional) additional layers(s) of base OB500 SBS-SA (Optional) One SBS-SA, APP-SA -112.5 or gypsum plank deck insulation or more SBS-SA G-2 Existing, sound poured gypsum Min. 1.5-inch ACFoam ll, ENRGY 3 or (Optional) additional layers(s) of base (Optional) One SBS-SA, APP-SA, or gypsum plank deck H-Shield OB500 insulation OB500 SBS-SA or more SBS-SA SBS-TA or APP TA -112.5 or APP-TA l G-3 Existing, sound poured P gypsum Min. 1.5-inch ACFoam II, ENRGY 3 or Min. 0.25-inch SECUROCK Gypsum- (Optional) One S8S-SA, APP-SA, or gypsum plank deck H-Shield or min. 2.0 pcf, Insulfoam OB500 Fiber Roof Board OB500 SBS-SA or more SBS-SA SBS-TA or APP-TA _112.5 or APP-TA Existing, sound poured gypsum Min. 1.5-inch ACFoam II, ENRGY 3, (Optional) additional layers(s) of base (Optional) One SBS-SA, APP SA, G-4 or gypsum plank deck k H-Shield or Multi -Max FA3 M-OSFA insulation and/or min. 0.25-inch M-OSFA SBS-SA or more SBS-SA SBS-TA or APP TA -202.5 SECUROCK Gypsum -Fiber Roof Board or APP-TA G-5 Existing, sound poured gypsum Min.1.5-inch, min. 2.0 pcf Insulfoam CR-20 (Optional) additional layers of base CR-20 SBS-SA (Optional) One SBS-SA, APP-SA -240.0 or gypsum plank deck insulation or more SBS-SA G-6 Existing, sound poured g P gypsum Min. 1.5-inch, min. 2.0 pcf Insulfoam CR-20 Min. 0.25-inch SECUROCK Gypsum- CR-20 SBS-SA (Optional) One or more SBS-SA SBS-SA, APP-SA, -240.0 or gypsum plank deck Fiber Roof Board SBS-TA or APP-TA or APP-TA Min. 0.25-inch Dens Deck, Dens (Optional (Optional if using G-7 Existing, sound poured gypsum Deck Prime or SECUROCK Gypsum- CR-20 None N/A if using AA Base) One or SBS-AA, SBS-TA, -245.0 or gypsum plank deck Fiber Roof Board AA Ply) more BP -AA or APP-TA BP -AA APP-TA Existing, sound poured gypsum Min. 1.5-inch ACFoam II, ACFoam III, (Optional) additional layers(s) of base (Optional) One SBS-SA, APP-SA, G-8 or gypsum plank deck ENRGY 3, H-Shield, H-Shield CG or CR-20 insulation and/or min. 0.25-inch CR-20 SBS-SA or more SBS-SA -257.5 Multi -Max FA3 SECUROCK Gypsum -Fiber Roof Board or APP-TA SBS-TA or APP-TA Exterior Research and Design, U.C. d/b/a Trinity IERD 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 F1.36027-112 Revision 2: 09/25/2017 Appendix 1, Page 23 of 26 TABLE 613: GYPSUM DECKS- REROOF (TEAR -OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, -BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) No. (Note 1) Type Fasteners (Note 11) Attach Type Attach Type Attach Base Ply Ply Cap Ply MDP (psf) 9-inch o.c. in 4- Min. 1.5-inch Min. 0.25-inch Dens Deck, Dens, Existing, sound Polyglass Trufast FM- inch lap and 18- ACFoam II, ACFoam SECUROCK Gsum- Deck Primeyp (Optional) G-9 poured gypsum Elastobase, Polyglass 75 or FM- inch o.c. in two, III, IS095+GL, H- Fiber Roof Board, Min. 0.75-inch One or more SBS-AA, j orgypsum 90orTwin equally spaced, Shield, ENRGY 3, HA FescoBoard (homogeneous) or HA BP -AA BP -AA or SBS-TA, -45.0*, plank deck Elastobase Poly, Loc-Nails staggered center Polytherm or Multi- min. inch Structodek High APP TA APP-TA Polyglass G2 Base ty0. Density Fiberboard Roof rows Max FA3, Insulation ' -OFF) OR RECOVER .' TABLE 6C: GYPSUM DECKS =REROOF(TEAR - SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck (Note 1) Base Insulation Top Insulation Layer Roof Cover (Note 15) MDP Type Fasteners (Note 11) Attach Base Ply Ply Cap Ply No. Layer La Y (psf) (Optional) One or Min. 0.25-inch Dens Deck, Dens Deck Existing sound more layers, any Prime or SECUROCK Gypsum -Fiber Trufast Twin Loc- Z (Optional if (Optional if using AA Base) One SBS-AA, SBS- G-10 poured gypsum or combination, loose Roof Board or min. 0.5-inch Nails (min. 1-inch 1 per 2 ft using AA Ply) or more BP -AA or APP-TA TA, APP-TA -45.0* gypsum plank deck laid Structodek High Density Fiberboard embedment) BP -AA Roof Insulation .TABLE 6D: GYPSUM DECKS'.-REROOF (TEAR -OFF) ' ` SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTAC HED BASE;SHEET, BONDED ROOF COVER System Deck 1) Base Sheet Roof Cover (Note 15) MDP No. (Note Base Fasteners (Note 11) Attach Base Ply Cap Ply (psf) G-11 Existing sound poured Polyglass Elastobase, Polyglass Elastobase Trufast FM-75 or FM-90 or 9-inch o.c. in 4-inch lap and 18-inch o.c. in (Optional) One or more SBS-AA, SBS-TA, gypsum or gypsum plank deck Poly, Polyglass G2 Base Twin Loc-Nails two, equally spaced, staggered center rows BP -AA or APP-TA APP-TA 45.0* Exterior Research and Design, U.C. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 O EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.30.12-R2 for F1.16027-112 Revision 2: 09/25/2017 Appendix 1, Page 24 of 26 TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Type Attach Type Attach Base Ply Ply Cap Ply (psf) Existing (Optional) additional layers(s) of base (Optional) One or more SBS-SA, APP-SA, R-1 asphaltic roof Min. 1.5-inch Multi -Max FA3 D-IS insulation and/or min. 0.25-inch D-IS SBS-SA SBS-SA -67.5 SECUROCK Gypsum -Fiber Roof Board or APP-TA SBS-TA or APP-TA R 2 Existing Min. 2.0 pcf Insulfoam D-IS (Optional) additional layers(s) of base D-IS SBS-SA (Optional) One or more SBS-SA, APP-SA -90.0 r asphaltic roof insulation SBS-SA R-3 Existing Min. 1.5-inch ACFoam II or ENRGY 3 or min. Min. 0.25-inch SECUROCK Gypsum -Fiber (Optional) One or more SBS-SA, APP-SA, asphaltic roof 2.0 pcf Insulfoam D IS Roof Board D-IS SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -90.0 Existing (Optional) additional layers(s) of base (Optional) One or more SBS-SA, APP-SA, R-4 asphaltic roof Min. 1.5-inch ACFoam II or ENRGY 3 D-IS insulation and/or min. 0.25-inch D-IS SBS-SA SBS-SA -90.0 SECUROCK Gypsum -Fiber Roof Board or APP-TA SBS-TA or APP-TA R-5 Existing 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 -120.0 asphaltic roof insulation SBS-SA R-6 Existing Min. 1.5-inch, min. 2.0 pcf Insulfoam OB500 Min. 0.25-inch SECUROCK Gypsum -Fiber OB500 SBS-SA (Optional) One or more SBS-SA, APP-SA, -120.0 asphaltic roof Roof Board SBS-SA or APP-TA SBS-TA or APP-TA Existing Min. 1.5-inch ACFoam II, ENRGY 3 or H- (Optional) additional layers(s) of base (Optional) One or more SBS-SA, APP-SA, R-7 asphaltic roof p Shield OB500 insulation and/or min. 0.25-inch OB500 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -127.5 SECUROCK Gypsum -Fiber Roof Board Existing Min. 1.5-inch ACFoam II, ENRGY 3, H- M- (Optional) additional layers(s) of base M (Optional) One or more SBS-SA, APP-SA, R 8 asphaltic roof Shield or Multi -Max FA3 OSFA Insulation and/or min. 0.25-inch OSFA SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -157.5 SECUROCK Gypsum -Fiber Roof Board R-9 Existing Min. 2.0 pcf Insulfoam CR-20 (Optional) additional layers(s) of base CR-20 SBS-SA (Optional) One or more SBS-SA, APP-SA -240.0 asphaltic roof insulation SBS-SA R-10 Existing Min. 2.0 pcf Insulfoam CR-20 Min. 0.25-inch SECUROCK Gypsum -Fiber CR-20 SBS-SA (Optional) One or more SBS-SA, APP-SA, -240.0 asphaltic roof Roof Board SBS-SA or APP-TA SBS-TA or APP-TA Min. 1.5-inch Ultra -Max or Multi -Max FA-3, Existing min. 1.3-inch ACFoam III or min. 1.0-inch (Optional) additional layers(s) of base (Optional) One or more SBS-SA, APP-SA, R-11 asphaltic roof ISO 95+GL, H-Shield, H-Shield CG or ENRGY CR-20 insulation and/or min. 0.25-inch CR-20 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -240.0 3 SECUROCK Gypsum -Fiber Roof Board Existing (Optional) additional layers(s) of base (Optional) One or more SBS-SA, APP-SA, R-12 asphaltic roof Min. 2-inch ACFoam II, ENRGY-3 or H-Shield CR-20 insulation and/or min. 0.25-inch CR-20 SBS-SA SBS-SA -247.5 SECUROCK Gypsum -Fiber Roof Board or APP-TA SBS-TA or APP-TA Existing Min. 0.25-Inch Dens Deck, Dens Deck BP -AA SBS- (Optional) One more SBS-AA, SBS-TA or R-13 asphaltic roof Min. 1.5-inch Multi -Max FA3 D-IS Prime or SECUROCK Gypsum -Fiber Roof D-IS SA, APP TA BP -AA or APP-TA APP TA -67.5 Board ExistingMin. 1.5-inch ACFoam II or ENRGY 3 or min. Min. 0.25-inch Dens Deck, Dens Deck BP -AA SBS- (Optional) One more SBS-AA, SBS TA or R-14 asphaltic roof 2.0 pcf Insulfoam D-IS Prime or SECUROCK Gypsum -Fiber Roof D-IS SA, APP-TA BP AA or APP TA A APP-TA -90.0 Board Exterior Research and Design, I.I.C. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6N EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 25 of 26 "�I_R]Nffrj-E.RD� TABLE7A: RECOVER APPLICATIONS SYSTEM TYPE A-li BONDED.INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Type Attach Type Attach Base Ply Ply Cap Ply (psf) R-15 Existing Min. 1.5-inch ACFoam II, ENRGY 3, H-Shield Min. 0.25-inch Dens Deck, Dens Deck BP -AA SBS- (Optional) One or more SBS-AA, SBS-TA or asphaltic roof or ISO 95+GL OB500 Prime or SECUROCK Gypsum -Fiber Roof OB500 SA, APP-TA BP -AA or APP-TA APP-TA -127.5 Board R-16 Existing Min. 1.5-inch ACFoam II, ENRGY 3, H-Shield M- Min. 0.25-inch SECUROCK Gypsum -Fiber M- BP -AA SBS- (Optional) One or more SBS-AA, SBS-TA or asphaltic roof or Multi -Max FA3 OSFA Roof Board OSFA SA, APP-TA BP -AA or APP-TA APP-TA -157.5 Min. 1.5-inch Ultra -Max or Multi -Max FA-3, R-17 Existing min. 1.3-inch ACFoam III or min. 1.0-inch Min. 0.25-inch SECUROCK Gypsum -Fiber (Optional) One or more asphaltic roof ISO 95+GL, H-Shield, H-Shield CG or ENRGY CR-20 Roof Board CR-20 BP -AA BP -AA SBS-AA -225.0 3 or min. 2.0 pcf Insulfoam Min. 1.5-inch Ultra -Max or Multi -Max FA-3, R-18 Existing min. 1.3-inch ACFoam III or min. 1.0-inch CR-20 Min. 0.25-inch SECUROCK Gypsum -Fiber (Optional) One or more asphaltic roof ISO 95+GL, H-Shield, H-Shield CG or ENRGY Roof Board CR-20 APP-TA APP-TA APP-TA -232.5 3 or min. 2.0 pcf Insulfoam TABLE 713: RECOVER APPLICATIONS. ' -SYSTEM TYPE F: NON -INSULATED, BONDED BASE SHEET, BONDED ROOF COVER System Deck Primer Roof Cover (Note 15) MDP Base Ply Ply Cap Ply No. (psf) R-19 Existing asphaltic roof ASTM D41 BP -AA (Optional if using asphalt applied Ply) (Optional if using asphalt applied Base) BP -AA or APP-TA SBS-AA, SBS-TA, APP-TA -45.0 Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 e EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 26 of 26