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HomeMy WebLinkAboutEVALUATION REPORT__9_rRINITY I ERD EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 - - - - - - --EXTERIOR-RESEARCH &-DESIGN,-LLC. Certificate of Authorization #9503 SCANNED 353 Christian Street BY Oxford, CT 06478 St. Lucie County (203) 262-9245 Evaluation Report A42970.30.12-R2 FL16027-R2 —Rutherford,-NJ 07070 - - -Date of Issuance:10/23/2012 (800) 516-1485 Revision 2: 09/25/2017 -SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6us Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thejob site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus a 26-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The feesinnile seal appearing was authorued by Robert Nieminen, P.E. on 09/ss/2017. This does not serve as an elenronimlly signed d.nnent. CERTIFICATION DF INDEPENDENCE: 1. 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. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity l ERD 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. 8 k_ ✓ fill +' -PJN1T_Y_ ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: TRI-BUILT Modified Bitumen Roof Systems, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code ___through testing..in.accordance.with the_following.5tandards.-Compliance-is-subject-to-the-Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Pro a 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 3. REFERENCES: 992ty 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 OD3A3.AM 04/04/1997 FM Approvals (TST1867) FM 4470 2DOAO.AM 12/23/1998 FM Approvals (TST1867) FM 4470 2D5A9.AM 06/22/1999 FM Approvals (TST1867) FM 4470 3006646 01/04/2000 FM Approvals (TST1867) FM 4470 3001334 01/25/2000 FM Approvals (TST1867) FM 4470 3001334 02/15/2000 FM Approvals (TST1867) FM 4470 3000857 01/12/2000 FM Approvals (TST1867) FM 4470 3004091 01/12/2000 FM Approvals (TST1867) FM 4470 3006115 05/02/2001 FM Approvals (TST1867) FM 4470 3012321 07/29/2002 FM Approvals (TST1867) FM 4470 3014692 08/05/2003 FM Approvals (TST1867) FM 4470 3014751 08/27/2003 FM Approvals (TST1867) FM 4470 3007170 01/13/2004 FM Approvals (TST1867) FM 4470 3019317 06/30/2004 FM Approvals (TST1867) FM 4470 3020703 / 07/30/2004 FM Approvals (TST1867) FM 4470/4474 3018332 01/31/2006 FM Approvals (TST1867) FM 4470/4474 3023368 03/20/2006 FM Approvals (TST1867) FM 4470/4474 3024594 05/23/2006 Exterior Research and Design, U.C. Evaluation Report A42970.10.12-R2 Certificate of Authorization 49503 6TM EDITION (2017) FBC NON-HVH2 EVALUATION F1.16027-112 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017 Page 2 of 4 4. 5. Entity FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) PRI (TST5878) PRI (TST5878) PRI(TST5878) PRI(TST5878) - Miami -Dade (CER1592) Miami -Dade (CER1592) UL LLC (QUA9625) UL LLC (QUA9625) UL LLC (QUA9625) PRODUCT DESCRIPTION: �/_TRINIT_y l ERD Examination Reference Date FM 4470/4474 3023458 07/18/2006 FM 4470/4474 3030668 09/12/2007 FM 4470/4474 3032172 06/12/2009 Physical Properties PUSA-062-02-01 12/04/2007 Physical Properties PUSA-061-02-02 01/28/2008 Physical Properties PUSA-064-02-02 02/27/2008 Physical Properties PUSA-062-02-02 12/04/2008 HVHZ2Compliance Various NOAs Various Proposal for Review 10-0823 10/12/2010 Quality Control MLAgreement 02/27/2012 Quality Control M L Correlation, R27202 08/20/2012 Quality Control Service Confirmation, R14571 Exp. 10/06/2018 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. R*' I Tabte ...; i`<'a}'..`"' 1 Rpll-GoodsforTRl BUi6TMashfied Bitumen Ko_ofSystems Type Product Specification Reference Grade Type SBS Membranes TriBuilt SA SBS Base ASTM D6163, Table 2 5 1 TriBuilt SBS Granular ASTM D6164 G I TriBuilt SA SBS Cap ASTM D6164 G I APP Membranes TriBuilt APP Smooth ASTM D6222 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 TrinityJERD 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 WD3, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. Exterior Research and Design, I.I.C. Evaluation Report A42970.30.12-R2 CerWicate afAuthorization 09503 EDITION(2017) FBC NON-HVHZ EVALUATION FL16027-RZ TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017 Page 3 of 4 ��INLTy ERD 5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or 1609.3(3). 5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. 6. INSTALLATION: 6.1 TRI-BUILT Modified Bitumen Roof Systems shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation instructions, subject to the Limitations / Conditions of Use noted below. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted CIA agency for information on product locations covered for F.A.C. Rule 611320-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (314) 578-3406, k.chancellor@us.ul.com - - THE 26-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report A42970.10.12-112 Certificate of Authorizotion#9503 6r"EDITION (2017)FBC NON-HVHZ EVALUATION FL16027-112 TRI-BUILT Modified Bitumen Roof Systems; (800151fi1485 Revision 2: 09/25/2017 Page 4 of 4 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 18 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6 ID 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 9 213 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 15-16 413 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 20 513 CWF ,New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 21 5C CWF ,New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22 SD CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 22 5E GWF 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 6D Gypsum lNew, 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 78 Various 'Recover F Non -Insulated, Bonded Base Sheet. Bonded Roof Cover a The following notes aooly 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 d.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 Itherwise 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 CIA 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, I.I.C. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of duthorization $19503 C"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: hobert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (900) 516-148S Appendix 1, Page 1 of 26 QOTRINITYIERD 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. ' i 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. D HA (HA): Full coverage at 25-30 lbs/square. D Dow INSTA STIK Quik Set Insulation Adhesive (D-15): Continuous 0.75 to 1-inch wide ribbons, 12-Inch o.c. ➢Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ➢ Or OlyBond 500 (OB500): Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 50O is referenced. ➢ 01yBond Classic (OB Classic): Full coverage at 1 gal/square. D ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-Inch o.c. D Note: When multiple loyers(s) of insulation and/or [overboard are Installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. D Note: The maximum edge distarce 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 maybe substituted with the following Maximum Design Pressure (MDP) limitations. Inlno case shall these values be used to 'Increase' the MOP listings in the tables; rather if MOP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may belused 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 (08500): MDP -45.0 psf (Min. 0.5-Inch thick Multi -Max FA-3) ➢ OrvlG OlyBond 500(OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GQ ➢ OIv1G OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-Inch thick ENRGY 3) ➢ OMG OlyBond 500 (08500): 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'polyisocyanurate Insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selectedassembly 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 AN51/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 Preventii on Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. For fully',bonc ed 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 professignal 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/Sp'1 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) ishall be cast in accordance with FBC Section 2917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix 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 Rese rch and Design, I.I.C. d/b/a Tr i ityI ERD Evaluation Report A42970.30.12-R2 for FL16027-R2 Certificate of authorization 49503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: obert 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. i}. 3. t i£"v,gd, �•` <<,a.,r:lN�: ... .. 7AB,LE1 7R14ofc7RotfF COVERS "`�,?"� w a s.� .. i , . > 7',ti t a S„ a L,#" Reference Layer Material Application BP -AA Base Ply FBC Approved ASTM D4601, Type II (Base and Ply sheets, Asphalt -Applied) HA at 20-40lbs/square Ply FBC Approved ASTM D2178, Type IV or VI SBS-AA (SBS, Asphalt -Applied) Cap Ply TriBuilt SBS Granular HA at 20-401bs/square SBS-TA (SBS, Torch -Applied) Cap Ply TriBuilt SBS Granular Torch -Applied SBS-SA Base Ply TriBuilt SA SBS Base (SBS, Self -Adhering) Self -Adhering Cap Ply TriBuilt SA SBS Cap APP-TA Base Ply or Ply TriBuilt APP Smooth (APP, Torch -Applied) Torch -Applied Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular APP-SA (APP, Self -Adhering) Cap Ply TriBullt SA APP Cap Self -Adhering g 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: •.VnroarBARRtiSUi'mONs,-StRU[TUw:CON6HE�DMMAoysftED .. ... ..,, ..- m. MUUNIONP0 TAkE 3A ..! ,. ,. "T f` . r; `.r.� , ra' ., .. <'� 9a_ ,,,-.a Option# Primer Vapor Barrier Insulation Adhesive MOP(psf) Type Attach VS-11. ASTM D41 TriBuilt SA SBS Base Self -Adhering Inta-Stik or CR-20, 12-inch o.c. -60.0 VB-2. ASTM D41 TriBuili SA SBS Cap Self -Adhering Insta-Stik, 12-inch o.c. -75.0 V84. A5TM D41 TriBuilt SA SBS Cap Self -Adhering Millennium One Step Foamable Adhesive,12-inch o.c. -157.5 VB-4. ASTM D41 TriBullt SA SBS Cap Self -Adhering CR-20, 12-inch o.c. -270.0 VB-5. ASTM D41 Trieuilt SA SBS Base i 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" I 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, U.C. d/b/a ir nityl ERD -Certificate of uthorization #9503 Prepared by: obert 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 FL36027-R2 Revision 2: 09/25/2017 Appendix 1, Page 3 of 26 Q0TRINITY[ERP C"S CDNST(tUt710ND AERJO P TEAR-Dff) ( ,WODDJ)kCi(S=NEW e-t �.t �"v t A-2­MECffAR �SYS�'EKR'TYPE C,A[,I:''{,1%;'rl"ACHED ANCHfI({SHEETR_,DED IN5IILATIOIq; BONDEC�,ROOFCOVER,B�„ System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 151 MDP No. (Note 1) Type Fasteners Attach Type YP 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. Approved, Fiber Roof Board, Min. 5B5-AA, W-1 28, Tamko tin caps with ll three, equally u ASTM C3289, HA 0.75-inch FeScoBoard HA BP -AA (Optional) SBS-TA, -60.0 Inch spans in hspans- GlassPerma-PlyBase Glass Base or ga. annular ring spaced, type II polyiso- (homogeneous) or min. qpp-Tq I GAFGLAS #75 shank nails staggered cyanurate 0.5-inch Structodek center rows y High Density Fiberboard � Roof Insulation Polyglass G2 Base, 8-Inch o.c. in 4. I Min. 19/32- CertainTeed Glasbase, 32 ga.,1-5/8- Inch lap and 8- (Optional) FBC Min. 0.25-inch Dens (Optional) i W 2 Inch plywood Firestone MB Base, JM Inch diameter tin caps with 11 inch o.c. in three, Approved, ASTM C3289, Deck, Dens Deck Prime, One or SBS-SA, qpp-SA, at max. 24- Perma-Ply 28, Tamko P ga. annular ring equally q y spaced, type II polyiso- HA SECUROCK Gypsum- Yp HA SBS-SA more SBS- SBS-TA or -60.0 Inch spans p Glass Base or shank nails staggered cyanurate Fiber Roof Board SA or APP-TA qpp-7q GAFGLAS#75 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; W-3 inch plywood or Polyglass tin four, equally H-Shield, H- OSFA, atop Deck, Dens Deck Prime OB500, (Optional)565-AP., at max. 24- Elastobase Poly Y ga. annular ring annulcaps ar ring spaced, Shield CG, fastener or SECUROCK Gypsum- CR-20 or BP -AA BP -AA SBS-TA, -60.0' Inch spans shank nails staggered Multi -Max FA3 rows, 7-inch Fiber Roof Board M-OSFA APP-TA center rows or ENRGY-3 oc 6-Inch o.c. in 4- Min. 19/32- Polyglass Elastobase 32 ga., 1-5/8- Inch diameter Inch lap and 6- inch o.c. in Min. 2-Inch ACFoam II, III, D-I5, 0H500, CR-20 or M- D-IS, D-Is'OBS (Optional) SBS-SA, W-4 inch plywood or Polyglass tin caps with 12 four, equally H-Shield, H- OSFA, atop (Optional) Additional 5B5-SA One or more 565- APP SA at max. 24- Elastobase PolyShield ga. annular ring spaced, CG, fastener layers of base insulation CR-20 or SA SBS-TA or -60.0' inch spans shank nails staggered Multi -Max FA3 rows, 7-inch M-OSFA or APP TA APP-TA center rows or ENRGY-3 oc Exterior Research and Design, U.C. d/b/a Trinity I ERD Certificate of Authoriiation #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Niernmen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 i Evaluation Report A42970.30.12-R2 for FL36027.R2 Revision 1:09/25/2017 Appendix 11 Page 4 of 26 1 Q0TRINITYIERD ., '.x , TA'aCP1A2 WQODOECKS 'NEWCffNS7RUCfiO{V RE$OOF{teAROFF)'ohkIE CIVERa":,i" i z +„.r 2i :^.$-;, fir. 4 =-o-W-*,,, SYSTEfi%I TYPA 2: NI£CHAIV1CALlY ATi-ACH£QpNCHOF35HEE;� 8{)Nil£S7NSl1L'RT(Df+(; BONDED FiO`IDF tOVER� `4k "�°s°"" "r',3 System Deck Anchor Sheet Base Insulation Top Insulation ;RoofCove 35) MDP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (psf) 12-inch in4- Min. 0.25-inch Dens Deck, Min. 19/32- Polyglass OMG Flat an inch lap and 12- (Optional) FBC Dens Deck Prime, SECUROCK inch plywood Elastobase or Bottom Plates Inch o.c. in two, Approved, Gypsum -Fiber Roof Board, W-5 max. 24hspans- Polyglass Elastobase (square)with equally spaced, ASTM C3289, HA Min. 0.75-Inch FescoBoard HA BP-Aq (Optional) BP -AA 58S-AA, SBS- TA APPTA -60.0 inch spans in Roofgrip #12 staggered center type II polyiso- (homogeneous) or min. 0.5- Poly rows cyanurate inch Structodek High Density Fiberboard Roof Insulation Min. 19/32- Pol lass ye OMG Flat 12-inch o.c. in 4- inch lap and 12- (Optional) FBC - (Optional) W-6 inch plywood Elastobase or Bottom Plates Inch o.c. in two, Approved, Min. 0.25-Inch Dens Deck, One or SBS-SA, APP- Polyglass (square) with equally spaced, ASTM C3289, HA Dens Deck Prime, SECUROCK HA SBS-SA more SBS- SA, SBS-TAI -60.0 in hspans- inch spans Elastobase Roofgrip#12 staggered center type If polylso- Gypsum -Fiber Roof Board SA or APP- or APP-TA Poly c anurate y TA rows - _ I ':.c r 'yx , ° TAaLE 16 WdOD DtkS NEINEONSTRU.�.T1�UN<REI)OOF.�FBAtt OiF1 nR`L�{EtOyER"` y' i+s-. 'x..is x { a� », ,.. YA .,y • c},F 11{f d & fh{ Y �..,`,�' SYSY�E{if1TkPE6',{VIECHA4bCAL�YAtTAiCHEDB,AS£t�75tJ�.ATttlN%B41VO 4s s ? DigeIN$DlATj0N!8OfLQEDROpFCQN$Azz System Deck (Note i) Base Insulation Layer Top InsulationLayer 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 in.0.75-inch FescoBoard (Optional if (Optional if using W-7 pywood at max. 24-Inch ENRGY 3, H-Shield Dekfast #12 or TruFast 1 per i (homogeneous) or min. 0.5-Inch HA using AA Ply) AA Base O ) ne or SBS-AA, SBS-TA, spans or Polytherm MP-3 with TruFast DP 1.33 ft Struc[odek High Density Fiberboard BP -AA more BP -AA or APP-TA -60.0 Roof Insulation ADD -TA Exterior Research and Design, I.I.C. d/b/a Trinity HERD Certificate of Authorization•#9503 Prepared by: Robert Nieminen, PE-59266 e EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516.1485 Evaluation Report A42970.30.12-R2 for FL36027-RZ Revision 2: 09/25/2017 Appendix 1j Page 5 of 26 TRINITiY J �RD - a ` , y *� :, " :. TABIE'1C WCi00 nECHS NEWCONS7RUC1'aQN AEROQFjfEAR=OFF►'4RRECQVER ., d8 .o5YS7EiVt.T,YPEawitCHAN(CAICYAVACHECYINSULRT70N?.,SQND,EDRO_QPCQyERo- .. System Deck D(Note 1) Base Insulation Top Insulation Layer Roof Cover Note 15) ( MDP No. Layer Y (psf) Type Fasteners Attach Base Ply Ply Cap Ply W-8 Min. 19/32-inch (Optional) One or more layers, Min. 0.5-inch Structodek High Density Fiberboard Roof Insulation or min. 0.25- Dekfast Galvalume 1 1.33 (Optional if ( p (Optional if using AA plywood at max. 24-inch spans any combination, inch Dens Deck, Dens Deck Prime or Steel Hex with per p r ft using AA Ply) Base) One or more BP -AA SBS-AA, SBS-TA, APP- TA I 82 5 loose laid SECUROCK Gypsum -Fiber Roof Board Dekfast #12 DP BP -AA or APP-TA I (Optional) Dekfast Galvalume W-9 Min. 19/32-inch plywood at max. One or more layers, y Min. 1.5-inch ENRGY 3, H-Shield or Steel Hex with Dekfast DP 1 per 1.33 (Optional) One or more SBS-SA, APP-SA, SBS= 24-inch spans any combination, Polytherm or TruFast MP-3 MP fir SBS-SA SeS-SA or APP-TA TA or APP-TA -82.5 loose laid with TruFast DP CONSTRUCTitDN� REROOf �76At} QFFj o'�GRECQVER 6A r' f. y� rfjf" fi5�'EMTYF',l::Q pRELIPAintARILYl1TTCHEDfNSWCATIONtY(CHlr1U1C1U,LiC3�'A£k1EL16A5.$H5E7 J' i i "�, �ONpEb;ROQFCi)!Et;,; w,, a :� ,, ,., , System Deck (Note 1) Insulation Layers) Base Sheet Roof Cover (Note 15) MOP No. Type Attach Base Fasteners Attach Base Ply Cap Ply (psf) 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 flinch lap and 12- (Optional )One SBS-AA, W-10 plywood at max. p any combination Attached Certain -Feed Glasbase, Firestone MB #14, Dekfast Hex with inch o.c. in two, equally spaced, for 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 I W-11 Min. 19/32-Inch plywood at max. One or more la ers, y Prelim. Pol lass Elastobase or Pol lass yg Polyglass Dekfast Hex with Dekfast 12-inch o.c. in 4-inch lap and 12- One or more SBS-SA, APP-SA, 24-inch spans any combination Attached Elastobase Poly with poly top surface #14 or TruFast MP-3 with inch o.c. in two, equally spaced, SBS-SA SBS-TA or -52.5" TruFast HD staggered center rows APP-TA W-12 Min. inch plywoodod at 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- ;(Optional) One SBS-AA, 24-inch spans an combination y Attached Elastobase Poly Y (square) with Roofgrip #12 inch o.c. in two, equally spaced, or more BP -AA nor SBS-TA, -60.0 staggered center rows APP-TA APP-TA W-13 Min. 19/32-inch plywood 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, 24-inch spans any combination Attached Elastobase Poly with of to surface Y poly P (square) with Roofgrip #12 Inch o.c. in two, equally spaced, SBS-SA I SBS-TA or -60.0" staggered center rows APP-TA I Exterior Research and Design, I.I.C. d/b/a Trinity)ERD Certificate of Authorization #9503 6r"EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 I I Evaluation Report A42970.10.12-R2 for FL36027-R2 Revision 2: 09/25/2017 Appendix 1j Page 6 of 26 41 4 ,f(a'i � �9 �, r•�7 s, "�aa* ,.�jx.. � y i' /.>• .ti,',t'TAffLE3E1: �VOOD�E�KS NEW{0N57RUCil1�'MDRAfR0�P �I'EA8"AFF��, �' � "4* �' �� �r a' f • t r �" Y,Y3lE-�njdONrl'NSUCAT�D,.I�IE�}IA11t1CAE,(.1iATiALM&QiSA5�8HE£i'76Ufl�DE�,R4O_FC©VER,-:' ` System Deck (Note 1) Base Sheet over (Note 15) MOP No. 'Min Base Fasteners Attach Cap Ply (Psf) .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 twA or SBS-AA, SBS-TA inch spans equally spaced, staggered center rowsor WAPP-TAor APP-TA -45.0- Min. 15/32-inch 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 twAA or SBS-AA, SBS-TA inch spans equally spaced, staggered center rowsor APP-TA -52.5 Min. 19/32-inch Polyglass Elastobase, Polyglass Elastobase W-16 plywood at max. Teed Poly, Polyglass G2 Base, CertBase, 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-AA, SBS- 24-inch spans Glasbase, Firestone MB Base, Parma- J with 31 a annular rin shank nails g g equally a uall s aced, sta staggered center rows p gg more BP -AA or TA, APP-TA -60.0 Ply 28, Tamko Glass Base or GAFGLAS 475 qpp-TA W-17 Min. 19/32-Inch plywood at max. Polyglass Elastobase or Polyglass 32 ga., 1-5/8-Inch diameter [in 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 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 -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 inch spans equally spaced, staggered center rows APP-TA or APP-TA -g0.0 W-19 Min. 19/32-inch plywood at max. 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 9 Y P 8g more SBS-SA or SA, SBS-TA or -97.5 APP-TA APP-TA Min. 15/32-inch W-20 plywood at max. 24- Polyglass-Elastobase Simplex MAXX Cap 6-inch o.c. at 2-Inch lap and 6-inch o.c. in three, (Optional) BP -AA or SBS-AA, SBS-TA s equally spaced, staggered center rows APP-TA -105.0 W-21 min. l9/32-inch I plywood at max. Polyglass Elastobase or Polyglass 32 ga., 1-5/8-inch diameter tin caps 6-inch o.c. in 4-Inch lap and 6-Inch o.c. in four, (Optional) One or more BP -AA or SBS-AA, SBS- 2 -Inch s a Elastobase Poly with 11 a. annular ring shank nails equally spaced, staggered center rows T -112.5 Min. 19/32-Inch 32 ga., 1-5/8-inch diameter tin caps 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 SBS-SA,APP- 24-Inch spans Elastobase Poly with poly top surface Note: Tin caps are to be primed with equally spaced, staggered center rows more APP-7A SA, SBS-TA or -112.5 ASTM D41 primer. APP-TA Exterior Rese9rch and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization 49503 Prepared by: Robert Niernmen, PE-59166 eu EDITION (201i) FBC NON-HVHZ EVALUATION - TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL36027-112 • Revision 2: 09/25/2017 - Appendix 1, Page 7 of 26 INITY 1 ERD �. a TABLE 1E 2. WOOD DECKS "NEW CANSTRUer10N RER�OF.(TEne-OFF) OR REcovte' k STEMTYR..EE-NONcINSULATED;MEtFiANICALLVf 11TACHEDEA5E9HEETiBONDER ROOPLOVER system ! Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 3) I Base Fasteners Attach Base Ply Cap Ply (psf) Min. 19/32-inch Polyglass Elastobase, Polyglass Elastobase OMG Flat Bottom Plates (square) with 32-Inch o.c. in 4-Inch lap and 12-Inch (Optional) One or W-1 plywood at Max. Poly, Polyglass G2 Base, CertainTeed Roofgrip #14, t Hex with Dekfast #14 two, equally spaced, staggered more BP -AA or SBS-AA, SBS- -52.5 24-inch spans Firestone Base, JM Parma- -3 with or TruFast MP-3 with 7ruFast HD center center rows a APP-TA TA, APP TA Pl 28, T, Base Ply 28, Tamko Glass Base or GAFGLAS #75 W-2plywood Min. 19/32-Inch - at max. Polyglass Elastobase or Polyglass Dekfast Hexwith Dekfast #14 or TrUFast MP- 12-Inch o.c. in 4-Inch lap and 12-Inch o.c. in two, equally spaced, staggered One or more SBS- SBS-SA, APP- SA, SBS-TA or -52.5• 24-Inch spans Elastobase Poly with poly top surface i 3 with TruFast HD center rows SA I APP-TA Min. 19/32-inch Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-Inch o.c. in 4-Inch lap and 12-inch (Optional) One or SBS-AA, SBS- W-3 plywood at max. Elastobase Poly Roofgrip #12 o.c. in two, equally spaced, staggered more BP -AA or TA, APP-TA -60.0 24-inch spans center rows APP-TA Min. 19/32-Inch PolyglassElastobaseorPolyglass OMG Flat Bottom Plates (square)with 12-inch o.c. in 4-Inch lap and 12-Inch One ofmore SBS- SBS-SA, APP- W-4 plywood at max. two, equally spaced, staggered SA, SBS-TA or -60.0• 24-Inch Spans Elastobase Poly with poly top surface I Roofgrip #12 [entea r rows cen SA APP-TA a n -mot s, :7 r a' i x�i- °g,,TABLEIF`WOODDECKS-4NEW�CONSTRUCTION-ORREROOP(TEtiR OFF) a ^" f r �" a �..'- TYPE Fi BONDEDROOP COVER- SYSTEMtQON-INSULATED System Roof Cover (Note 151 MDP No. Deck Primer (psf) Joint Treatment Base Ply Ply Cep Ply W5 Min. 15/32-inch plywood (Optional) ASTM D41 I None SBS-SA (Optional)SBS-SA or SBS-SA, APP-SA, SBS-TA -90.0 at max. 24-inch spans I APP-TA or APP-TA W 6 Min. 15/32-Inch plywood (Optional) A5TM D41 I Plywood joints are covered with 4-Inch wide strips of7riBuilt SA I TriBuilt SA SBS Base (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA 97 5 at max. 24-inch spans SBS Base, rolled into place to create continuous bond. APP-TA or APP-TA Exterior Research and Design, U.C. d/b/a Trinity]ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Ptuthorization #9503 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 8 of 26 TRINITY I ERD ".... .' + Eck t';a' , # I �,r ,„ 7A9162A�STEEtOR"T, &ET DECKS °NEW CIJN51"RCJCf10N it RdOF eARQFv bRR£CQVEk ': ` _, u a �� (')' i r ii t r T t^. "FURALCON .ci ... ° .rm,,.. a , :. SyST.F,)y77Y;PF`&.'picCH#NfCAU.Y, A7TA ED BA9EJNSULfkTIQNi89Ni79DIJPtN 11kiCFtON,`BOfiiISFp RQQF QVfiR, System Deck (Note 1) Base insulation Layer Top Insulation Layer Roof Cover (Note 15) t MDP No. ,min. Type Fasteners Attach Type Attach Base Ply Ply Cap Ply (Psf) 22 ga., type B, Min. 7.5-inch Dekfast Hex with Dekfast 414, Trufast Min. 0:75-Inch FescoBoard (Optional if using SC-1. Grade 33 steel or ACFoam II, ENRGY MP-3 with Trufast HD or 1 per 2 ft' (homogeneous) or min. 0.5-inch - HA (Optional if using AA Base) One or SBS-AA, SBS- min. 2,500 psi structrual concrete 3, H-Shield or Polytherm OMG 3- ealy Plate ID Structodek High Density AA Ply) BP -AA more BP -AA or TA, APP-TA -45.0' � with OMD H HD Fiberboard Roof Insulation APP-TA i Min. 22 ga., type B, Min. 2-inch Dekfast Hex with Dekfast#14, Trufast (Optional if using SC-2. Grade 33 steel or ACFoam II, ENRGY MP-3 with Trufast HD or z 1 per 4 ft p eneohFescoBoard Ihomo ) (homogeneous) 0.5-inch geneHig HA (Optional if using AA Base) One or SBS-AA, SBS- min. 2,500 psi 3, H-Shieldor OMG 3-inch Galy Plate Structodek High Density Density AA Ply) BP -AA more BP -AA or TA, APP-TA -45.0' structrual concrete rm Polytherm with OMD HD Fiberboard Roof Insulation APP_TA Min. 22 ga., type B, Grade 33 steel or Min. Dekfast Hex with Min. 0.75-inch FescoBoard (Optional if using SC-3. - Y 3,inch ENRGY 3, H-Shield Dekfast #14 or Trul'ast 1 peri .33 (homogeneous) or min. 0.5-inch HA (Optional if using AA Base) One SBS-AA, SBS- min. 2,500 psi structrual concrete or Polytherm MP-3 with TruFast HD ft High Density AA PI BP -AA YI more BP -AA or r TA, APP-TA -90.0 I Fiberboard Fiberboard Roof Insulation App.Tq 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 gp-AA p (To surface One or more SBS-SA, APP- SC-4. min. 2,500 psi ENRGY 3, H-Shield Dekfast #14 or TruFast ftz S[ructodek High Density HA primed with ASTM layers, SBS-SA or SA, SBS-TA -90.0 struc[rual concrete or Polytherm MP-3 with TruFast HD Fiberboard Roof Insulation D41 primer) APP-TA or APP-TA System No. Deck (Nate 1) Base Insulation Layer Y Top Insulation Layer Roof Cover (Note 15) MDP 1psf) Type Fasteners Attach Base Ply Ply Cap Ply Min. 22 ga., type B, (Optional) One or SC 5 Grade 33 stel 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 ft2 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 SC-6. Grade 33 steel or 'min. any combination, Insulation or min. 0.25-inch Dens Dekfast #12 steel only) or #14 or ( y) 1 per 1.33 P (Optional if (Optional if using AA SBS-AA, SBS- 2,500 psi p looselaid Deck, Dens Deck Prime or TruFast MP-3 with TruFast DP z ft using using AA Ply) Base) One or more BP. TA, APP-TA -82.5 struc[rual concrete SECUROCK Gypsum -Fiber Roof (steel onl) or HD AA or APP-TA Board Y Min. 22 ga., type B, (Optional) 7Dekfastlume Steel Hex withSC 7 Grade 33 steelor One or more layers, MIn.1.5-inch ENRGY 3, H-Shield steel only) or #14 or 1 per 1.33 Chin. 2,500 psi any combination, or Polytherm with TruFast DP ftSBS-SA structrual concrete loose4aid r HD Exterior Research and Design, I.I.C. d/b/a TrinityIERD Certificate of 4.uthorization #9503 ' Prepared by: Robert Nieminen, PE-59166 6T" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516.1485 SBS-AA,SBS- (Optional) One or more TA, SBS-SA, -62.5 SBS-SA or APP-TA APP-TA, APP- SA Evaluation Report A42970.10.12-R2 for FL36027-112 Revision 2: 09/25/2017 Appendix 1, Page 9 of 26 0 JRINITY J ERD I LE2C,5TEEt08STRUCTUftAL01VCRE"TEDECKSNEINCONSTRUCTIP N,�iEROC+F(T,aDFFjoaRECC11tER x•°e+p St w i SYSTEM'{C1EDt pRELIi17I1NA1#ILY"A ACHER LMSkJLATiON MECHANICAiL"i` TTACWEDBASE SHEET BONDED ROOF:C01tER ,�. ti! '" System Deck (Note 1) Insulation Layers) Base Sheet Roof Cover (Note 15) MDP No. Type Attach Base Fasteners Attach Base Ply Cap Ply (Psf) Min. 22 ga., type B, G ode 33 One or mare Polyglass Elastobase, Polyglass OMG Flat Bottom Plates (square) 12-inch o.c. in 4-inch lap (Optional) One or SC-8. steel or cumin. 2500 psi structrual p Prelim. gt[ached Elastobase Poly Forma- with Roofgrip #14, Dekfast Hex 8p with Dekfast Trufast and 18-inch o.c. in two, more BP -AA or APP- SBS-AA,SBS- -45.0• combination combination ply 28 or MP-3 equally spaced, staggered TA, APP-TA concrete with Trufast HD center rows TA r 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 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, (Optional) One or SBS-AA, SBS- psi structrual combination Attached Firestone Base, JM Perma- with Dekfast #14 or TruFast MP-3 equally spaced, staggered more BP -AA or APP- TA, APP-TA -52.5 concrete concrete ply 28, Tamko Glass Base or k with TruFast HD center rows TA GAFGLAS #75 Min. 22 ga., type 8, One or more Polyglass Elastobase or OMG Flat Bottom Plates (square) 12-inch o.c. In 4-inch lap SC-10. Grade 33 steel or min. layers, any Prelim. Polyglass Elastobase. Poly with with Roofgrip #14, Dekfast Hex and 12-Inch ox. in two, SBS-SA, APP- psi structrual comhination Attached polytop surface with Dekfast #14 or TruFast MP-3 equally spaced, staggered One or more SBS-SA SA, SBS-TA -52.5• concr concrete with TruFast HD center rows or APP-TA SC-11. Min. 22 ga., type B, Grade 33 steel or min. One or more Prelim. Polyglass Elastobase or yg OMG Flat Bottom Plates (square) 12-Inch o.c. in 4-inch lap and 12-inch o.c. in two, (Optional) One or 2,500 psi structrual layers; an y y combination Attached Polyglass Elastobase Poly with Roofgrip #12 (steel only) or equally s q y paced, staggered more BP -AA or APP- SBS-AA, SBS- TA, APP-TA -60.0 cdncrete #14 center rows TA Min. 22 ga., type B, Grade 33 steel or min. One or more Prelim. Polygla55 Elastobase or OMG Flat Bottom Plates (square) 12-inch O.C. in 4-inch lap SBS-SA, APP- SC-12. 2,500 psi structrual layers, any Attached Polyglass Elastobase Poly with with Roofgrip #12 (steel only) or and 12-Inch o.c. in two, One or more SBS-SA SA, SBS-TA -60.0• combination poly top surface #14 equally spaced, staggered concrete center rows .or APP-TA Min. 22 ga., type B, One 0� more SC-13. Grade 80 steel or min. 2,500 psi structrual layers; any Prelim. Attached TdBuilt 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 combination with Dekfast#15 HS wide, heat -welded side lap TA concrete MIn. 22 ga., type B, Grade 80 steel or min. One or more layers,jany Prelim. TriBuilt APP Smooth Trufast 2.4 in. Barbed Seam 12-inch O.C.in the 6-Inch 585-TA, APP- 2500 si structrual p Combination Attached Plates with Trufast EHD Fasteners wide, heat -welded side lap (Optional) APP-TA TA -82.5 concrete concrete Min. Grade 22 ga., type e, 33 steel or min. One or. more Prelim. Dekfast Hex with Dekfast #14 or 12-Inch o.c. in the 4-inch SC-15. 2,500 psi structrual layers,lany Attached 7rieuilt APP Smooth OMG Flat Bottom Plates with lap and 18-Inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS- _112.5 concrete combination OMG Roofgrip #14 equally spaced, staggered APP-TA TA, APP-TA center rows i Exterior ReselIrch and Design, U.C. d/b/a TrinityiERD Certificate of Authorization 09503 Prepared by: Robert Nieminen, PE-59166 6i" EDITION (2017) FBC NON-HVH2 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 10 of 26 �'�INITYiERD IE TAB3A- STRUCTURAL CONCRETE DECKS NEWCONSTRUCTIONaR REROOF(TEAROFF)t "T ' X I SYSTEM!tYPE.(# L BONDED INSU LATION,BQNf1EO ROOF COVER �• T s fia,'t':x ° ,. SEE NiS k�ib FO0."V;ix! -a>r ,, T_. ._ f. .. ,. . System Base Insulation layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck Primer Type Attach Type Attach Base Ply Ply Cap Ply (Psf) 'SEIF;•AD}IERING SYSTEMSW(WIl� 5E'NslItATIDNAND VilI1N+1L,TOpiN5111A'fIDN OFTt 6AlYlE�VPE.,., !, ?6y ,'`w?�'t , �`_ °�:, �s„ �,, Lw.. ,.?`,r~. a.�,, .,i t".+, ",f, y'.� ,,,�.r,,.; •' Structural (Optional) Min. 1.5-Inch H-Shieldor Multl-Max (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C-1 concrete ASTM D41 FA3 D-IS base insulation D-IS SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -67.5 Structural (Optional) (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C 2 concrete ASTM D41 MIn. 1.5-inch ACFoam II Or ENRGY 3 D-IS base insulation D-15 5B5-SA SBS-SA or APP-TA . SBS-TA or APP-TA -135.0 Structural (Optional) additional layers of base D-IS SBS-SA (Optional) One or more SBS-SA, APP-SA, _1575 C-3 concrete None Min. 1.5-Inch, min. 1.5 pcf Insulfoam D-15 insulation SBS-SA or APP-TA SBS-TAor APP-TA C 4 Structural None Min. 1.5-inchmin. 2.0 pcf Insulfoam OB500 (Optional) additional layers of base OB500 5B5-SA (Optional) One or more SBS-SA, APP-SA, ' _320.0 concrete , insulation SBS-SA or APP-TA SBS-TA or APP-TA C 5 Structural None Min. 1-5-Inch ENRGY 3 OB500 (Optional) additional layers(s) of OB500 SBS-SA (Optional) One or more SBS-SA, APP-SA, _1275 concrete base insulation I SBS-SA or APP-TA SBS-TAor APP-TA Structural (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C-6 concrete None MIDI. 1.5-inch ACFoam ll or H-Shield OB500 base Insulation OB500 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -150.0 Structural Min. 1.5-inch ACFoam Il, ENRGY 3, H- (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C7 concrete None Shield or Multi -Max FA3 M-OSFA base insulation M-OSFA SBS-SA SBS-SA or APP-TA SBS-TAor APP-TA _2325 C8 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 I Structural Min. 1.5-inch ACFoam II, ACFoam III, (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C 9 Concrete None ENRGY 3, H-Shield, H-Shield CG, Multi- CR-20 base insulation CR-20 SBS-SA SB5-SA or APP-TA SBS-TA DF APP-TA _270.0 I Max FA3 or IS095+GL C-30 I Structural None Min. 2-Inch ACFoam ll or H-Shield OB Classic (Optional) additional layers(s) of OB Classic SBS-SA (Optional) One or more SBS-SA, APP-SA, -270.0 concrete base insulation SBS-SA or APP-TA SBS-TA or APP-TA (FULL) (FULL) Structural Min. 1.5-Inch ACFoam II, ACFoam III, (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C-11 concrete ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA base insulation HA SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -410.0 Multi -Max FA3 SELF -ADHERING SYSTEM -_ - YWDN BASE INSDLATfGNANO CAVFRBOARD;, ,�`_'..' `.'SL r '�'�A4 � m1 ' �s , Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, C 12 concrete None Min. 1.5-inch Multi -Max FA3 D-IS Fiber Roof Board D-IS 585-SA SBS-SA or APP-TA 5B5-TA or APP-TA -67.5 Structural Min. 0.25-inch Dens Deck, Dens (Optional) One or more SBS-SA, APP-SA, C-13 concrete None MIn.1.5-Inch, min. 2.0 pcf Insulfoam D-IS Deck Prime D-I5 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA _120.0 Structural Min. 2-inch ACFoam II, ENRGY-3 or H- Min. 0.25-inch SECUROCK Gypsum- D-IS SBS-SA (Optional) One or more SBS-SA, APP-SA, -247.5 C-14 concrete None Shield D IS Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-TA Structural Min. 0.25-inch Dens Deck, Dens (Optional) One or more SBS-SA, APP-SA, C-15 concrete None Min. 1.5-Inch ENRGY3 OB500 Deck Prime OB500 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -127.5 Exterior Reseirch and Design, U.C. d/b/a Trinity H ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Authorization N9503 hie EDITION (2017) PBC NON-HVHZ EVALUATION - Revision 2:09/25/2017 Prepared by: f iobert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 11 of 26 ie�x ' s �'� +yt R ItT�1ELE3A.`5TRUCTUNAI,CONCESET�DECK$,�]pWLOMSYRIlCTtONoR�#kRDd�(T�R;OFi) ",' N` �' ;� 'r s A � N=++P'.� �u�, .:rcst•'� BANDEDffNSC1t:ATfDN BD}*.�'DEDRDDFCOVER' 4. 1 BARRIea,O�TiDNS, v System Deck Primer Base Insuiation'Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Type Attach Type Attach Base Ply Ply cap Ply (psf) C-i6 Structural None MIn.1.5-inch ACFoam II, H-Shield or OB500 Min. 0.25-Inch Dens Deck, Dens (Optional) One more SBS-SA, APP-SA, concrete ISO 95+GL Deck Prime OB500 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -150.0 C-17 Structural one Min. 2-inch ACFoam II, ENRGY-3 or H- OB500 MIn. 0.25-inch SECUROCK Gypsum- (Optional) One or more ) SBS-SA, APP-SA, concrete Shield Fiber Roof Board OB500 SBS-SA SBS-SA orAPP-TA SBS-TA or APP-TA -247.5 C 18 Structural None Min.1.5-inch ACFoam II, ENRGY 3, H. Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, concrete Shield or Multi -Max FA3 MOSFA Fiber Roof Board M-OSFA SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -232.5 C-19 Structural None Miri. 2-inch ACFoam 11, ENRGY-3 or H- Min. 0.25-Inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, concrete Shield M-OSFA Fiber Roof Board M-OSFA SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA 247 5 C-20 Structural concrete None Miri. 1.5-Inch, min. 2.0 pcf lnsulfoam CR-20 Min. 0.25-inch Dens Deck, Dens CR-20 SBS-SA (Optional) One or more SBS-SA, APP-SA, Deck Prime SBS-SA or APP-TA SBS-TA or APP-TA -240.0 Miri. 1.5-inch Ultra -Max or Multi -Max C-21 Structural None FA-3, min. 1.3-inch ACFoam If or min. CR-20 Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, concrete 1.0j 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 ENRGY3 C 22 Structural None Min. 2-Inch ACFoam II, ENRGY-3 or H- Min. 0.25-Inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, concrete Shield CR-20 Fiber Roof Board CR-20 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA 2475 C 23 Structural None Min. 2-inch ACFoam II or H-Shield OB Classic Min. 0.25-inch SECUROCK Gypsum- OB Classic SBS-SA (Optional) One or more SBS-SA,APP-SA, concrete (FULL) Fiber Roof Board (FULL) SBS-SA or APP-TA SBS-TA or APP-TA _350.0 Structural Min. 1.5-inch ACFoam II, ACFoam III, C 24 ASTM D41 ENRGV 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, concrete I Multi -Max FA3 Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-TA -350.0 - ,.-•. np . - C-25 Structural concrete None Min. 2-Inch ACFoam II or H-Shield D IS Min. 0.25-inch SECUROCK Gypsum- D-IS BP (Optional) One or more Fiber Roof Board -AA BP SBS-AA -225.0 C-26 Structural None Min. 2-Inch ACFoam II or H-Shield D-IS Min. 0.25-Inch SECUROCK Gypsum- D-IS App_7q (Optional) One or more concrete Fiber Roof Board APP-TA APP TA -232.5 C27 Structural None Min. 2-inch ACFoam ll or H-Shield OB500 Min. 0.25-inch SECUROCK Gypsum- OB500 BP (Optional) One or more concrete Fiber Roof Board -AA BP -AA SBS-AA -225.0 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 concrete Fiber Roof Board APP-TA APP-TA -232.5 C28 Structural None Min: 2-Inch ACFoam ll or H-Shield M-OSFA Min. 0.25-inch SECUROCK Gypsum- M-OSFA BP (Optional) One or more concrete Fiber Roof Board -AA BP -AA SBS-AA -225.0 C-30 Structural None Min: 2-inch ACFoam 11 orH-Shield M-OSFA Min. 0.25-InchSECUROCK Gypsum- M-OSFA APP-TA (Optional) One or more concrete I 1 Fiber Roof Board gpp.Tq APP TA -232.5 I Exterior Research and Design, U.C. d/b/a TriInity)ERD Certificate of Authorization N9503 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-R2 Revision 2: 09725/2017 Appendix 1, Page 12 of 26 �\J TRINITY ERD a TABLE3A. STRUCTURAL CONCRETE DECKS= NEWCONSTRUCriON OR REROOF(TEAa OFF) Typi44,80NDED INSULATION BONDED ROOF COVER ,SEENOTEI6FORVAPORBARa EROPTIDN$ .';e System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MOP No. Deck Primer Type Attach Type Attach Base Ply Ply Cap Ply (Psf) Min. 1.5-Inch Ultra -Max or Multi -Max Structural FA-3, min. 1.3-inch ACFoam 111 or min. Min. 0.25-Inch SECUROCK Gypsum- (Optional) One or more C-31 None CR-20 CR-20 BP -AA SBS-AA -225.0 concrete 1.0-inch ISO 95+GL, H-Shield, H-Shield Fiber Roof Board BP AA I CG or ENRGY3 Min. 1.5-Inch Ultra -Max or Multi -Max Structural FA-3, min. 1.3-inch ACFoam III or min. Min. 0.25-Inch SECUROCK Gypsum- (Optional) One or more C-32 None CR-20 CR-20 APP-TA APP-TA -2325 concrete 1.0-inch 150 95+GL, H-Shield, H-Shield Fiber Roof Board APP TA CG or ENRGY 3 Structural (Optional)Min. 2-inch ACFoam ll or H- OB Min. 0.25-Inch SECUROCK Gypsum- OB (Optional) One or more C-33 Concrete None Shield Classic (FULL) Fiber Root Board Classic (FULL) BP -AA BP -AA SBS-AA -225.0 Structural (Optional) Min. 2-Inch ACFoam ll or H- OB Min. 0.25-Inch SECUROCK Gypsum- OB (Optional) One or more C-34 None sic Clas(FULL) Classic APP-TA APP-TA -2325 concrete Shield Fiber Roof Board (FULL) APP-TA I Structural Min. 1.5-Inch ACFoam II, ACFoam III, Min. 0.25-Inch SECUROCK Gypsum- (Optional) One or more C-35 ASTM D41 ENRGY 3, H-Shield, H-Sbield CG or HA HA BP AA SBS-AA -225.0 concrete Multi -Max FA3 Fiber Roof Board BP -AA Structural Min. 15-inch ACFoam II, ACFoam ill, 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 -2325 concrete Fiber Roof Board APP TA Multi -Max FA3 (Optional If (Optional if using AA C 37 Structural ASTM D41 Min. 0.75-inch Fescoeoard HA None N/A using AA Ply) Base) One or more BP- 5B5-AA, SBS-TA, 277 5 concrete (homogeneous) One or more APP-TA BP -AA AA or APP TA Min.Y3,Inch ACFoam11, ACFoam III, (Optional if (Optional if using Structuml using AA Ply) SBS-AA, SBS-TA, C 38 ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Min. 0.75-Inch Fesco Board HA Base) One or moreeB BP- -290.0 concrete Multi -Max FA3 One or more AA or APP-TA APP TA BP -AA (Optional if (Optional if using Structural Min. 0.5-Inch Structodek High Density using AA Ply) SBS-AA, SBS-TA, C-39 ASTM D41 HA None N/A Base) One or more BP- e B -285.0 concrete Fiberboard Roof Insulation One or more AAor APP-TA APP TA BP -AA (Optional if Min; 1.5-inch ACFoam II, ACFoam III, (Optional if using AA C-40 Structural ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Min. 0.5-Inch S[ructodek High HA using AA Ply) Base) One or more BP- 5B5-AA, SBS-TA, -480.0 concrete Density Fiberboard Roof Insulation One or more APP TA I Multi -Max FA3 BP -AA AA or APP-TA Exterior Rese Irch and Design, U.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: ¢obert Nieminen, PE-59166 6'EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.30.12-R2 for FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 23 of 26 TRINITY I ERD r7A8LE3A. STRUCIURAL,CONCRETE DECKS -NEW CONSTRUCTION DR REROOF(TEAR-OFF) J r ­ "0 SYSTEM TYPEAI BONDED INSULATION, BONDED ROOF COVER '; j x VAPOR BARRIER NQTE36 FOR OPTIONS _ _ p System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. I Deck Primer Type Attach Type Attach Base Ply Ply Cap Ply (Psf) (Optional if Structural MIn.1.5-inch ACFoam II, ACFoam III, using AA Ply) (Optional if using AA SBS-AA, SBS-TA, C-41 ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Min. 0.25-Inch Dens Deck Prime HA Base) One or more BP- -480.0 concrete Multi -Max FA3 One or more AA or APP-TA APP TA BP -AA (Optional if (Optional if using AA C 42 Structural ASTM D41 Min. 0.25-inch Dens Deck Prime HA None N/A using AA Ply) Base) One or more BP- SBS-AA, SBS-TA, -510.0 concrete One or more AA or APP-TA APP TA BP -AA - '�� TABLE38: STRUCiURALCONCHETE DECKS—NEW'CONSTRULTIONoRRER00l:QreAR-6fF) - '" _,' { •", ,. �. �G ,.- SYSTEMTYPEF7NON-INSULATED,BONDED,BASESHEET, BONDED ROOF COVER Roof Cover (Note 15) MDP System No. Deck Primer (Psf) Base Ply Ply Cap Ply C-43 Structural concrete ASTM D41 SBS-SA (Optional)SBS-SA or APP-TA SBS-SA, APP-SA, SBS-TA or APP-TA -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 I Exterior Research and Design, U.C. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: i obert Niernmen, PE-59166 Sm EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.30.12-R2 for FL16027-R2 Revision 2:09/25/2017 Appendix 1, Page 14 of 26 `J 9 KININ ERD .y"'TABLEAA:LIGHTWEIGHTCONCRETEDECKS NEWCONSTRUCnONORREROOE(TEAR-O�( ",', STEM TYPE A4:"6D'NDED INSULATION, BONDED ROOF COVER „ System Deck Lightweight Base Insulation Layer [overboard Roof Cover (Note 15) MDP Type Attach 1 Type Attach Base Ply Ply Cap Ply No. (Note 1) Concrete (Note 14) (Psf) SELF=ADHERING SYSTEMS WRH RASE INSUULTION ANO DVTIONALTO➢INStIIATIDN OFTNESAME TYPE:- Structural Min. 200 psi, min 2- (Optional) Additional (Optional) One or SBS-SA, APP- LWC-1 concrete Inch Elastizell Min. 1.5-inch, min. 2.0 pcf lnsulfoam OB500 layers of base insulation OB500 SBS-SA more SBS-SA SA -120.0 (Optional) One or SBS-SA,APP- Structural Min. 200 psi, min 2- Min.1.5-inch ACFoam II, ENRGY 3, ISO 95+GL (Optional) Additional LWC-2 concrete inch Elastizell or H-Shield OB500 layers of base Insulation OB500 SBS-SA more SBS-SA or SA, 5135-TA -225.0 APP-TA cr APP-TA Structural Min. 200 psi, min. (Optional) Additional (Optional) One or SBS-SA, APP- LWC-3 concrete 2-inch Elastizell Min. 2.0 pcf lnsulfoam CR-20 layers of base Insulation CR-20 SBS-SA more SBS-SA SA -180.0 Structural Min. 200 psi, min. Min. 1.5-Inch ACFoam II, ACFoam III, ENRGY 3, (Optional) Additional (Optional) One or SBS-SA, APP- LWC-4 concrete 2-inch Elastizell) 15095+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 Structural Min . 200 psi, min. (Optional) (Optional) or 505-SA,APP- LWC 5 concrete Celcore or Min. 2.0 pcf lnsulfoam CR-20 layers of base Insulation CR-20 SBS-SA more SBS-SA SA 222.5 MearI earlcrete 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, SBS-TA -222.5 Mearlcrete FA3 APP-TA cr APP TA SELFADHERING SYSTEN6WITH BASE INSUTATIONAND COVERBOARD. (Optional) One or SBS-SA,APP- LWC-7 Structural Min. 200 psi, min 2- Min.Min. 1.5-Inch, min. 2.0 pcf lnsulfoam OB500 0.25-inch SECUROCK OBS00 SBS-SA more SBS-SA or SA, SBS-TA -120.0 concrete Inch Elastizell Gypsum -Fiber Roof Board APP-TA or APP-TA Structural Min. 200 psi, min 2- Min.1.5-Inch ACFoam II, ENRGY 3, ISO 95+GL Min. 0.25-inch SECUROCK (Optional) One or SBS-SA,APP- LWCB concrete Inch Elastizell or H-Shield OB500 Gypsum -Fiber Roof Board OB500 SBS-SA more SBS-SA or SA, SBS-TA -225.0 APP-TA or APP-TA Min. 1.5-inch ACFoam It, ACFoam III, ENRGY 3, (Optional) One or SBS-SA, APP- LWC 9 Structural Min. 200 psi, min. ISO 95+GL, H-Shield, H-Shield CG, Multi -Max CR-20 Min. 0.25-inch SECUROCK CR-20 SBS-SA more SBS-SA or SA, SBS-TA -180.0 concrete 2-Inch Elastizell FA3 or min. 2.0 pcf lnsulfoam Gypsum -Fiber Roof Board 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- concrete 2-inch 2-inch Celcore or 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 -222.5 Mearlcrete FA3 or min. 2.0 pcf lnsulfoam APP-TA or APP-TA ASPHALTIWb/ORTORCHAPPLIED SYSTEMS: _ . .. - '.. :. ,. .. ,.. . .. '- ... ... ... .., 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. LWC-11 concrete inch Elartizell or H-Shield OB500 Gypsum -Fiber Roof Board OB500 APP-TA BP -AA or APP- TA APP-TA -225.0 I TmAore Structural Min. 200 psi, min. Min. 1.5-inch ACFoam 11, ACFoam 111, 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 lnsulfoam TA I Exterior Research and Design, LLC. d/b/a Trinity) ERD Certificate of Authorization 09503 Prepared by: Robert Nieminen, PE-59166 bra EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.30.12-RZ for FL36027-R2 Revision 21 09/25/2017 Appendix 1, Page 15 of 26 'TRINITY IERD ' s s TABL£AA.„1iGHT16l IG�IFC4NCRETBflECIfS VEWCDN5TRClCTIf)NDRHfROOF�TEAR-0FF1 a� �. �' "" n g",` - "; EONDED Itd9UlAXiOiVi�B0.fi7CS�`(7 R'OOF;CQVEfi" System Deck Lightweight Base Insulation Layer Coverboard Roof Cover (Note 15) MOP No. (Note 1) Concrete (Note 141 (psf) Type Attach Type Attach Base Ply Ply Cap Ply Min. 200 psi, min. Structural Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3, MIn.0.25-Inch SECUROCK BP -AA, (Optional) One or SBS-AA,SBS- LWC-13 celcore or ISO GL,min. H-Shield, H-Shield CG, Multi -Max CR-20 CR-20 more BP -AA or APP- -222.5 concrete MearI Mearlcrete or FA3 or min. 2.0 pcf Insulfoam Gypsum -Fiber Roof Board APP TA TA TA APP TA "I"..1111- K°`�tUCilO'lil op RERODF{TEAq`iiFFj TAP WDEEtO ' ..t.;? iC�DNAf3M SY5ifM;,Ti''7EA,2Et:1�ANALLY{S`RCN O^ VEEDANGDRSHEE(.. rc•.=.`:' 4;' System Deck Lightweight Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) Concrete MDP No. I (Note 1) (Note 14) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (Psf) Min. 1.5-Inch Min. 22 ga., 7-inch o.c. at (Optional)Min. Thermaroof Composite, (Optional if ,Type B, Min. 300 psi 4-inch lap and 1.5-inch Polytherm Composite or (Optional if using AA Base) LWC-14 Ivented steel Approved GAFGLAS CR o.c. ACFoam II, H- HA min. 0.5-inch Structodek HA using AA Ply) One or more SBS-AA, SBS- -45.0 at max.5 It cellular LWC k75 BSF BSF two, equally two, a y Shield, Multi- High Density Fiberboard BP -AA BP -AA or APP- TA, APP-TA Ispans 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 CR 4-inch lap and Inch o.c. in ACFoam II, H- (Optional) One SBS-SA, APP- LWc-35 vented steel Approved N75 BSF BSF t two, equally Shield, Multi- HA None N/A SBS-SA or more SBS-SA SA, SBS-TA -45.0 let max.5 It cellular LWC spaced center Max FA3 or or APP-TA or APP-TA ,spans Polytherm rows Exterior ResIrch and Design, I.I.C. d/b/a Trinity ERD Certificate of �uthorlmtlon a9503 Prepared by: Robert Nieminen, PE-59166 6T'EDITIbN (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-RZ Revision 2:09/25/2017 Appendix 1, Page 16 of 26 QOTRIN'ITYI'ERD ""''` y 'r`I` TA91E,4C LIGHTWE�GHTLUffiCRETE O£CiSS'`•�JEINCONSTAtCTIDP�4n,ER00(T&Yfl•OFF% + r'', i.y, ^"'° y _Cx0 'E i EtHANICAUY.A71rJaGh1£D yA5£$it�£T BONDED,ROCIF Yt:a h' Base Sheet (Note A below) Roof Cover (Note 15) MDP System Deck Lightweight Concrete (Note 14) Type Attach Base Ply Cap Ply (psf) No. (Note 1) (Note A) Fasteners �k 1 °r�GENERIC� CELLlILSN tiGHrNIEIGisT.INSOtA71NG CDNdRETE1-.n,; .?: M ''ss'f.;"_'S... - ^ i �. -+.'., E , '§,' `= ��* °:'': ,t "Y `3` �h ft.�.^" 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 3-inch lap and 7-Inch o.c. In (Optional) SBS-AA, APP- 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 TA -45.0 structural concrete an average withdrawal of53 lbf when field of the sheet BP -AA tested per TAs 105 orSAN51/SPRI FX-1 °r, t' I, i ~'*� IfF th1 Y Er; At �•se:.:_"*•+'" �CEKORE;CEtt)rlAR1fGHIyrE1GHF INSVIATjNO CONCRETE:'?,i+ _x'fi":=i n?,€',, Min. 0.0179-inch Tensilform S-75 or min. Trufast FM-90 or 8-inch o.c. in a 3-Inch lap and 16-inch o.c. in One or more LWC-17 0.0205-inch Tensilform Min. 200 psi, min. 2-inch thick Celcore Bl, B2, B3 or B7 two, equally spaced, staggered rows in the BP AA SBS-AA -37.5 75 at max. 5 ft spans or OMG CR BPF field of the sheet structural concrete Min. 22 ga., type B steel Trufast FM-90 or ]-inch o.c. In a 3-inch lap and 7-inch o.c. in One or more LWC-18 at max 5 it spans or Min. 200 psi, min. 2-Inch thick Celcore BS through B12 OMG CR BPF two, equally spaced, staggered rows in the BP AA SBS-AA -45.0 structural concrete field of the sheet Min. 26 ga., type HF BS, B2, B3, B4, 9-inch o.c. in a 3-inch lap and 9-inch O.C. in One or more LWC-19 steel at max 5 ft spans Min. 225 psi; min. 2-inch thick Celcore MF B7, B8, B10, Ell OMG CR BPF two, equally spaced, staggered rows in the BP AA SBS-AA -45.0 or structural concrete or B12 field of the sheet Min. 22 ga., type B steel B3, B2, B3, B4, - 7-Inch o.c. in a 3-inch lap and 14-inch o.c. in One or more LWC-20 at max 6 ft spans or Min. 225 psi, min. 2-inch thick Celcore MF B7, B8, B10, B31 OMG CR BPF two, equally spaced, staggered rows in the BP AA SBS-AA -45.0 structural concrete or B12 field of the sheet Min. 22 ga., type B steel Bl, B2, B3, B4, 9-inch o.c. In a 3-inch lap and 9-Inch o.c. in one or more LWC-21 at max 6 it spans or Min. 225 psi, min. 2-inch thick Celcore MF B7, B8, B10, Ell OMG CR BPF two, equally spaced, staggered rows in the BP AA SBS-AA -45.0 structural concrete _ or B12 field of the sheet Min. 22 ga., type B steel Trufast Twin Lac- 9-inch o.c. in a flinch 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 B3 or B2 Nail 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 9-inch o.c. in a 4-Inch lap and 18-inch o.c. in One or more SBS-SA, APP- at Max 5 fit spans or Min. 225 psi, min. 2-Inch thick Celcore MF B2 (with poly- Trufast Twin Loc- two,LWC-23 equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -45.0 structural concrete film top surface) Nail field of the sheet APP-TA or APP-TA Min. 22 ga., type B steel 8-inch o.c. in a 4-Inch lap and &Inch o.c. in BP -AA or APP- SBS-AA, SBS- -60.0 LWC-24 ! at max 5 ft spans or Min. 300 psi, min. 2-Inch thick Celcore MF B2 Trufast FM-90 three equally spaced, staggered center rows TA TA or APP-TA structural concrete Min. 22 ga., type B steel 82 (with poly- 8-inch o.c. in a 4-inch lap and 8-inch o.c. in One or more SBS-SA or SBS-SA, APP- SA, SBS-TA -60.0 LWC-25 at max 5 ft spans or Min. 300 psi, min. 2-Inch thick Celcore MF film top surface) Trufast FM-90 three equally spaced, staggered center rows structural concrete APP TA I cr APP-TA Exterior Research and Design, I.I.C. d/b/a TrinityjERD Certificate If Authorization N9503 Prepared b7 Robert Nieminen, PE-59166 6"' EDITION (2(17) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-148S Evaluation Report A42970.10.12-R2 for FL36027-R2 Revision 2: 09/25/2017 Appendix 1, Page 17 of 26 P li6tITWE1GHTCONCgETE bECK5,-h1EWCOpLSTRlCf7DNiia itER00F(T6nR0FFJ a .. r 9 SYS7EMTYPEf.-MCCHANICALLY'AT7ACE ED BASESHEET, BONDED ROOKCIVERR r- .., ;. �.,. ,. . u , Base Sheet (Note A below) 'Roof Cover (Note 15) System Deck Lightweight Concrete (Note 14) MDP (psf) Type No. (Note 1) Fasteners Attach Base Ply Cap Ply (Note A) Min. 22 ga., type B steel Trufast FM-90 or 7-inch o.c. in a 3-inch lap and 7-inch o.c. in One or more LWC-26 at max 5 spans or Min. 300 psi, min. 2-inch thick Celcore Bl through 812 two, equally spaced, staggered rows in the BP AA SBS-AA -75.0 structurall concrete OMG CR BPF field of the sheet Min. 22 ga., type B steel PGlyglass 10-inch o.c. in a 4-Inch lap and 10-inch o.c, in (Optional) BP- SBS-AA, SBS- LWC-27 at max 5 ft spans or Min. 300 psi, min. 2-Inch thick Celcore MF Elastobase Poly Trufast FM-260 three equally spaced, staggered center rows AA or APP-TA TA, APP-TA -90.0 structural concrete vEW57iiE11t.ELLUTAR LIGHTWEIGNrIN3UI;ATRiG cOicfto4` ,a o-v, ,r'r„�� tl'�""Ir"•< f,E.;'t�k';ni t '�u'; ••%"(:, 1'r,,i Sa >.�"` k ri Ay_ w"i .�„ - �.. ;e`a �c 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-AA,SBS- LWC-28 Tensilform Range II 0l through B32 OMG CR BPF in two, equally spaced, staggered rows in the BP -AA or APP- TA or APP-TA -30.0 7ax at 5 it spans or 5 at Max. field of the sheet TA structural concrete I Min. 0.0179-Inch Tensilform S-75 or min. Min. 200 psi, min. 2-Inch thick Elastizell B2 (with poly- Trufast FM-90 or 7.5-inch O.C. in a 3-Inch lap and 7.5-inch o.c. One or more SBS-SA, APP- LWC-29 0.0205-Inch Tensilform in two, equally spaced, staggered rows In the SBS-SA or SA, SBS-TA -30.0 75 at max. 5ft spans or Range ll film top surface) OMG CR BPF 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.c. in 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 II BS 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 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 itspans or Min. 200 psi, min. 2-inch thick Elastizell B2 (with poly. Trufast FM-90 or two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -45.0 structural concrete Rane II gp film tosurface) OMG OR BPF 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 too- 6-inch o.c. in a 4-inch lap and 6-Inch o.c. in SBS-AA, SBS- LWC-32 at max it spans or with Zell -Crete Fibers, supple -mentally 82 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 h2 APP SA Min. 22 ga., type B steel Min. 350 psi, min. 2-inch thick Elastizell Trufast Twin Loc- in a 4-inch lap and 6-inch 58S-SA, APP- LWC-33 at max5 ft spans or Iatta Zell -Crete Fibers, supple -mentally 32 (with poly- Nails (ruin. 1.8- s i t three, equally spaced, staggered rows in the three, equally 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 I ,plates at 1 per 8 ft2 MEAittCxTTE.CELWWR DGH7WEIGHTINSUU7IHGCONCRETE r>� `.= 5 °` iC � � C T `� , %"1= , • t - ..'i; r •- ..f .I 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 more LWC-34 i at max 5 it spans spans or IMin. 200 psi, min. 2-Inch thick Mearlcrete B3 through B12 I in two, equally spaced, stagrows in the I SBS-AA structural concrete OMG CR BPF field of the sheet BP -AA I I Exterior R search and Design, I.I.C. d/b/a� Trinity ERD Certificate f Authorization 09503 ` Prepared I V: Robert Nieminen, PE-59166 V" EDITION (2017) FEIC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516.1485 Evaluation Report A42970.10.12-R2 for FL16027-RZ Revision 2: 09/25/2017 Appendix 1, Page 18 of 26 J TRINITY IERD TABLE dC LIGHTWEIGHT CONCRETE DECKS=;NEWCONSTRUCT10NLia ftEROOP(TEna-OFF)t SYSTEM TYPE Et MECHANICALLy ATTACHED BASE SHEETr BONDED ROOFCOVER „ Base Sheet (Note A below) Roof Cover (Note 15) System Deck Lightweight Concrete (Note 14) (psf) Type No. (Note 1) Fasteners Attach Base Ply Cap Ply (Nate A) (Note Min. 22 ga., type B steel Trufast FM-90 or 7-inch o.c. in a 4-inch lap and 7-inch o.c. in One or more SBS-AA, SBS- LWC-35 at max 5 itspans or Min. 300 psi, min. 2-Inch thick Mearlcrete Bi, B2 or B32 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 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 it spans or Min. 300 psi, min. 2-inch thick Mearlcrete B2 (with poly- Trufast FM-90 or two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -45.0 structural concrete film top surface) OMG CR BPF field of the sheet APP-TA or APP-TA Min. 22 ga., type B steel B3, 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 BSS OMG CR BPF two, equally spaced, staggered rows in the BP -AA or APP- TA or APP TA -52.5 structural concrete field of the sheet TA Min. 22 ga., type B Steel 7-inch o.c. in a 4-inch lap and 7-inch o.c. in One or more SBS-SA, APP- at max 5 k spans or Min. 300 psi, min. 2-inch thick Mearlcrete 82 (with poly- Trufast FM-90 or two, equally spaced, staggered rows in the SBS-SA or SA, S05-TA -52.5 structural concrete film top Surface) OMG CR BPF field of the sheet APP-TA or APP-TA A. Base Sheets options are coded as follows: ➢ BS: Polyglass G2 Base; B2: Polyglass Elostobase or Polyglass Elastobose Poly; B3: GAFGLAS #75; B4: GAFGIASStratovent Nailable Venting Base Sheet; 135: GAFGLAS Ply 4; B6: GAFGLAS FlexPly 6; B7: JM Perma Ply No. 28; BB: JM Vensulation; B9: JM GlasPly IV; B10: JM GlasPly Premier; B11: Tamko Glass -Base; B32: Tamko Vapor -Chan Exterior Research and Design, I.I.C. d/b/a Trinity ERD Certificate of Authorization #9503 Prepared by: Robert Nleminen,PE-59166 e" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-148S Evaluation Report A42970.10.12-R2 for FL36027-R2 Revision 2:09/25/2017 Appendix 1, Page 19 of 26 TR1NIlY 6 ERD I 'TABLE:SA::CEMENTITIOUSWOOD PIBERDE�RS= NEW CONSTRUCTION oaREROOF(TFae OFF -. m T. • °, (, „�_ .:- SYSTEM_TYPE A71::BONDED INSULATION, BONDED ROOECOVER= '+ "• ' i' _ _ 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. Min. 0.25-inch Dens Deck, Dens Deck Prime, (Optional) One or Min. 2.5-inch Tectum ISO 95+GL, H-Shield, or SECUROCK Gypsum -Fiber Roof Board or min. 0.5- D-IS or BP -AA re BP -AA or APP- SBS-AA, SBS-TA, -45.0 CWF-1 Plank or Tectum LS Plank OB500 Inch Structodek High Density Fiberboard Roof OB500 TA APP TA , �Polytherm, ENRGY-3 Insulation 'Min. 2.5-inch Tec[um Min. 1.5-inch ACFoam II, D-IS or Min. 0.25-loch Dens Deck, Dens Deck Prime, D-IS or SBS-SA or (Optional) One or SBS-SA or SBS-TA, SBS-SA, -45.0 CWF-2 'Plank or Tectum LS Plank ISO 95+GL, H-Shield, OB500 SECUROCK Gypsum -Fiber Roof Board OB500 APP-TA more APPTA APP SA Polytherm, ENRGY-3 APP-TA Min. 1.5-inch ACFoam II, Min. 0.25-Inch Dens Deck, Dens Deck Prime, (Optional) One or Min. 2.5-inch Tectum 15095+GL, H-Shield, CR-20 SECUROCK Gypsum -Fiber Roof Board or min. 0.5- CR-20 BP -AA re BP -AA or APP- SBS-AA, SBS-TA, -52.5 CWF-3 Plank or Tectum LS Plank inch Structodek High Density Fiberboard Roof TA APPTA Polytherm, ENRGY-3 Insulation Min. 2.5-inch Tectum Min. 1.5-inch ACFoam II, Min. 0.25-inch Dens Deck, Dens Deck Prime, CR-20 SBS-SA Or (Optional) One or SBS-SA or 585-TA, 5B5-SA, -52.5 CWF-4 Plank or Tectum LS Plank ISO 95+GL, CR-20 SECUROCK Gypsum -Fiber Roof Board APPTA more APP-TA, APP-SA Polytherm, ENRGY-3 -3 ENRG APPTA Exterior Relsearch and Design, U.C. d/b/a Trinity I ERD Certificate of Authorization u9503 Prepared biy: Robert Nieminen, PE-59166 6r" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.30.12-R2 for FL36027•112 Revision 2: 09/25/2017 Appendix 1, Page 20 of 26 l,,JTR INITY ' ERD r ' ' �; + j TABI.E3BICEMENTITIOU53dI00D F18ERDECKS-NEWCONSfRUCYION ORRERODF(TFnR Or-c) , -," `,. ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOFCOVER n i n SYSTEM TYPE A-2: MECHANICALLY System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 151 MOP No. (Note 1) Type Fastener Attach Type Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 0.25-Inch Dens Deck, Dens Polyglass Min. 1.5-Inch Deck Prime, SECUROCK Gypsum- (Optional) Inch Elastobase, Trufast lap an 12In ch4-inch o.c. lap and 12-Inch o.c. ACFoam II, ACFoam Fiber Roof Board, Min. 0.75-inch One 585-AA, CWF-5 Tect m Tectum Plank Polyglass Inuldek in two, equally III, 15095+GL, H- HA FescoBoard (homogeneous) or HA gp-qq or more BP 505-TA, -30.0" of Tectum LS Elastobase Poly, Loc-Nail Spaced, staggered Shield, ENRGY 3, min. 0.5-Inch Structodek High -AA or APP-TA APP-TA Plank Polyglass G2 Base center rows Polytherm or Multi- Density Fiberboard Roof Max FA3 Insulation Min. 2.5-inch Polyglass 9-Inch o.c. in 4-inch Min. 1.5-Inch ACFoam II, ACFoam (Optional) SBS-TA, Tectum Plank Elastobase, Trufast lap and 12-Inch o.c. III, 15095+GL, H- Min. 0.25-inch Dens Deck, Dens SBS-SA One or more SBS-SA, CWF-6 or Tectum LS Polyglass Inuldek in two, equally Shield, ENRGY 3, HA Deck Prime, SECUROCK Gypsum- HA or APP- SBS-SAor APP-TA, -30.0" Plank Elastobase Poly, Loc-Nall spaced, staggered Polytherm or Multi- Fiber Roof Board TA APP-TA APP-SA Polyglass G2 Base center rows Max FA3 Min. 0.25-inch Dens Deck, Dens Min. Polyglass 9-Inch o.c. in 4-Inch . . Min15-inch Deck Prime, SECUROCK Gypsum- (Optional) 2.5-inch Elastobase, Trufast lap and 18-inch o.c. ACFoam II, ACFoam Fiber Roof Board, Min.0.75-Inch One more SBS-AA, CWf-7 Tec[um Plank Polyglass Twin in two, equally III, 15095+GL, H- HA FescoBoard (homogeneous) or HA BP -AA or BP SBS-TA, -45.0• or Tectum LS Elastobase Poly, Loc-Nail spaced, staggered Shield, ENRGY 3, Structodek High -AA or APP-TA APP-TA Plank Polyglass G2 ease center rows Polytherm or Multi- Density Fiberboard Roof Density Fiberboard Max FA3 Insulation Min. 2.5-Inch Polyglass 9-inch o.c. in 4-Inch Min. 1.5-inch ACFoam II, ACFoam (Optional) SBS-TA, Plank Elastobase, Trufast lap and 38-inch o.c. H- Min. 0.25-Inch Dens Deck, Dens SBS-SA One or more 5B5-SA, CWF-8 offectTectum df Tectum LS Polyglass Twin in two, equally 5hieid, ENRGY Shield, 3, HA Deck Prime, SECUROCK Gypsum- HA or APP- 585-SA Or APP-TA, -45.0" plank Elastobase Poly, Loc-Nail spaced, staggered rm or Polytherm of Multi- Fiber Roof Board TA APP-TA APP-SA Polyglass 32,Base center rows Max FA3 Exterior Rol search and Design, U.C. d/b/a TrinityI ERD Certifcatelof Authorization 49509 1 Prepared by: Robert Nieminen, PE-59166 6ra EDITION (2017) FBC NON-HVRZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 51&1485 Evaluation Report A42970.10.12-R2 for FL16027-RZ Revision 2:09/25/2017 Appendix 1, Page 21 of 26 \.! TRINITYi ERD ,r, t •,. ;' ,;'fABLF5Ct'GEMENTITiOU5WOUDFIBE,I pECILS-NEWCONSTRULt70N,REROCIF(TFae-OFF),cf! COIEB'..,.- .- °,fSYSTEM TYPE B:'MECHANICALLY,ATTACHED BASE INSULATION, BONDEDTOP INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note 1) I 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 if sing (Optional if using AA SBS-AA, CWF-9 Tectum Plank or Shield or with Polymer GypTec or r uFast 1 peril ft' High Density Fiberboard HA AA Ply) BP -Anal AA Ply) BP AA A Base) One or more BP -AA SBS-TA, I -45.0" Tectum LS Plank Polytherm TL 3 in. Plate with TL Fastener Roof Insulation or APP-TA APP-TA . ..., .. .,.. e ,• a '``TABLE9D:"EENIENTITIOUSVJODDFIBEHDECKS'—NEWCONSTAUG710N,REROOF{TeAn-OFp)onRECOVER-- -' ' `z• '' - �SYSTEMTYFEC: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER,77 , ,�� System Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note 1) Base Insulation Layer (Psf1 Type Fasteners Attach Base Ply Ply Cap Ply fvectu 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 r _ TABLE SE:, CEMENTITIOUS WOOD FIBER DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF),_ _'SYSTEMTYPE E: NON-INSULATED;IV(ECHANICALLY ATTACHED BASESHEETBONDED ROOF COVER System Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 11 (psf) Base Fasteners Attach Base Ply Cap Ply 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, SIBS -TA, -30.0" CWF-11 or Tectum LS Plank Poly, Polyglass G2 Base Loc-Nail equally spaced, staggered center rows more BP -AA or APP-TA APP-TA 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, -45.0" CWF-12 or Tectum LS Plank Poly, Polyglass G2 Base I Nails equally spaced, staggered center rows more BP -AA or APP-TA APP-TA I Exterior R Isearch and Design, I.I.C. d/b/a Trinity IERD Certificateiof Authorization #9503 Prepared f�y: Robert Nieminen, PE-59166 6r11 EDITION (2027) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (8001516-1485 Evaluation Report A42970.10.12-R2 for FL16027-R2 Revision 2:09/25/2017 Appendix 1, Page 22 of 26 �TRINITY ERD TABLE 6A. GYPSUMDEC-KS REROOR'jTFne OFF} t _ ^ ". s y s ,. " �YSTENITYPEA•1: BONDED INSU LATION, BONUEp R4DECOVER " z x �� _ System ! Base Insulation Layer Top Insulation layer Roof Cover (Note15) MDP No. Deck (Notes 1 & 12) Type Attach Type Attach Base Ply Ply Cap Ply (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 -1125 or gypsum plank deck insulation or more SBS-SA (Optional) One Existing, sound poured gypsum Min.1.5-inch ACFoam II, ENRGY 3 or OB500 (Optional) additional layers(s) of base OB500 SBS-SA or more SBS-SA SBS-SA, APP-SA, -1125 G 2 or gypsum plank deck H-Shield insulation or APP-TA SBS-TA or APP-TA Existing, sound poured gypsum Min. 1.5-Inch ACFoam II, ENRGY 3 or OB500 Min. 0.25-Inch SECUROCK Gypsum- OB500 SBS-SA (Optional) One or more SBS-SA SBS-SA, APP-SA, -112.5 G-3 or gypsum plank deck H-Shield or min. 2.0 pcf, Insulfoam Fiber Roof Board or APP-TA SBS-TA or APP-TA Existing, sound poured gypsum Min.1.5-Inch ACFoam 11, ENRGY 3, (Optional) additional layers(s) of base (Optional) One SBS-SA, APP-SA, G-q or gypsum plank deck 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 pd 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 (Optional) One G-6 Existing, sound poured gypsum Min. 1.5-inch, min. 2.0 pd Insulfoam CR-20 Min. inch SECUROCK Gypsum- CR-20 SBS-SA or more SBS-SA SBS-SA, APP-SA, -240.0 or gypsum plank deck Roof Fiber Roof Board or APP-TA 585-7A or APP-TA (Optional (Optional if using Existing, sound poured gypsum Min. 0.25-inch Dens Deck, Dens CR-20 None N/A if using AA Base) One or SBS-AA, SBS-TA, -245.0 G 7 or gypsum plank deck Deck Prime or SECUROCK Gypsum- AA Ply) more BP -AA or APP-TA Fiber Roof Board BP -AA APP-TA Min. 1.5-Inch ACFoam II, ACFoam III, (Optional) additional layers(s) of base (Optional) One SBS-SA, APP-SA, G-8 Existing, sound poured gypsum ENRGY 3, H-Shield, H-Shield CG or CR-20 insulation and/or min. 0.25-Inch CR-20 SBS-SA ormore 585-SA SBS-TA APP-TA -257.5 or gypsum plank deck Multi -Max FA3 SECUROCK Gypsum -Fiber Roof Board or APP-TA of Exterior Rese Irch and Design, I.I.C. d/b/a Trinity HERD Certificate of Authorization 49503 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-RZ Revision 2:09/25/2017 Appendix 1, Page 23 of 26 TRINITY I ERD I: �:,r -•. "., .. r . , �-,.;.' ;,.. ; , ., - ,� ;TABLE 68: GYFSUM_DECKS=REROOF (TEAR -OFF).. ­ ^ SYSTEMTYPEA2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDEDROOF COVER - •1,. `. Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP System Deck No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (Psf) (Note 11) Min. 0.25-Inch Dens Deck, Dens Polyglass 9-Inch o.c. in 4- Min. 1.5-Inch Deck Prime, SECUROCK Gypsum- (Optional) sound Elastobase, Elastobase, Trufast FM- Inch lap and 18- ACFoam II, ACFoam Fiber Roof Board, Min. 0.75-inch SBS-AA, G 9 poured gypsum Polyglass 75 or FM- Inch in two, III, H- HA FescoBoard (homogeneous) or HA BP -AA One or more SBS-TA, -45.0' orgypsum Elastobase Poly, 90 Twin equally Shield ENGL, ShieISOld, 3, min. 0.5-Inch Structodek High BP -AA or APP-TA plank deck Polyglass G2 Base Lac -Nails Loc- Staggered center aggered cent erm or Polytherm or Multi- Density Fiberboard Roof APP TA rows Max FA3, Insulation TABLE 6Ct GYPSUMDECKS-,REROOF(TEAR-Ovi:j OR RECOVER­✓r -.l DINSULATION'BONDfiDR00FCOVER SY5T,EMTYFE,CMfiCHANICALLVATTACH v System Base Insulation Top Insulation layer Roof Cover (Note 15) MDP Type Fasteners (Note 111 Attach Base Ply Ply Cap Ply No. Deck (Note 1) Layer (Psf) Min. 0.25-Inch Dens Deck, Dens Deck Existing sound (Optional) One or more layers, any Prime or SECUROCK Gypsum -Fiber Trufast Twin Loc- (Optional if (Optional if usin AA Base One g ) S05-AA,SBS- G-30 gypsum gypsum or combination, loose Roof Board min. Nails (min. 1-Inch 1 per 2 fit" using AA Ply) or more BP -AA or APP-TA TA, APP-TA -45.0' gypsum plank deck Hi Density ib Structodek High Density Fiberboard embedment) BP -AA laid Roof insulation -•., `TABLE 6D:,,GYPSbM)DE—Sr EROOF (THid OFF) - t,i ,-,,. .- • .. ".SYSTEMTYPEE:-"NON-I'NSULATED;MECHANICALtY gTTACHEDIBASESHEET,-BONDpO ROOF COVER System Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 1) Base Fasteners (Note 11) Attach Base Ply Cap Ply 1psfl 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, -45.0 ' G-11 gypsum or gypsum Poly, Polyglass G2 Base Twin Loc-Nails two, equally spaced, staggered center rows BP -AA or APP-TA APP-TA plank deck i Exterior Research and Design, U.C. d/b/a TrmIty)ERD Certificate of Authorization N9503 Prepared by� Robert Nieminen, PE-59166 6rx EDITION (2017) FBC NON-HI/K EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 1 Evaluation Report A42970.10.12-R2 for FL36027-112 Revision 2: 09/25/2017 Appendix 1, Page 24 of 26 r � S P. 7P9CERECQtlERAPPWCA7l$NS A siso8Y57'Ell1PE.A-I: 'j: . i n BPFYDE6JN5t1,CATl Nbt'D krSiSdP COVER'i'r,, s',, System Base Insulation Layer Top Insulation Layer Roof Cover (Note 151 MDP No. Substrate I 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 APP-TA SB5-TA -67.5 SECUROCK Gypsum -Fiber Roof Board or or APP-TA R2 Existing Min. 2.O pcf lnsulfoam D-IS (Optional) additional layers(s) of base D-IS SBS-SA (Optional) One. or more SBS-SA, APP-SA -90.0 asphaltic roof insulation SB5-SA 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, R-3 asphaltic roof 2.0 pcf lnsulfoam D-IS Roof Board D-IS SB5-SA SBS-SA or APP-TA SBS-TA or APP-TA _g0.0 (Optional) additional layers(s) of base R-4 Existing Min. 1.5-inch ACFoam It or ENRGY3 D-IS insulation and/or min. 0.25-Inch D-IS SBS-SA (Optional) One ormore SBS-SA, APP-SA, -90.0 asphaltic roof SECUROCK Gypsum -Fiber Roof Board SB5-SA or APP-TA SB5-TA or APP-TA R-5 Existing Min. 1.5-inch, min. 2.0 pcf lnsulfoam 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 lnsulfoam 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-TAor APP-TA Existin g Min. 1.5-Inch ACFoam 11, ENRGY 3 or H- (Optional) additional layers(s) of base (Optional). One or more SB5-SA, APP-SA, R7 asphaltic roof Shield 06500 insulation and/or inch OB500 SB5-SA SBS-SA or APP-TA SBS-TA or APP-TA -127.5 psum-Fibern. SECUROCK Gypsum -Fiber Roof Board R Existing ACFoam II, ENRGY 3, H- M- (Optional) additional layers(s) of base M- (Optional) One or more SB5-SA, APP-SA, R-8 asphaltic roof Shield or Shield or Multi -Max FA3 OSFA inch insulation andpsum OSFA SB5-SA SBS-SA or APP-TA SBS-TA or APP-TA -157.5 SECUROCK Gypsum -Fiber Roof Board Gypsum -Fiber R 9 Existing Min. 2.0 pcf lnsulfoam 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 lnsulfoam CR-20 Min. 0.25-Inch SECUROCK Gypsum -Fiber CR-20 SBS-SA (Optional) One or more SBS-SA, APP-SA, asphaltic roof Roof Board SBS-SA or APP-TA SBS-TA or APP-TA -240.0 MIn.1.5-Inch Ultra -Max or Multi -Max FA-31 Existingmin. 1.3-inch ACFoam III or min. l.0-Inch (Optional) additional layers(s) of base (Optional) One or more SBS-SA, APP-SA, R-11 i asphaltic roof 15095+GL, H-Shield, H-shield CG or ENRGY CR-20 Insulation and/or min. 0.25-inch CR-20 SBS-SA SB5-SA or APP-TA SBS-TA or APP-TA -240.0 3 SECUROCK Gypsum -Fiber Roof Board Ex sting (Optional) additional layers(s) of base (Optional) One or more SB5-SA, APP-SA R-12 as Ihal[ic roof Min. 2-Inch ACFoam II, ENRGY-3 or H-Shield CR-20 insulation and/or m Inch CR-20 SBS-SA , -247.5 pl SECUROCK Gypsum -Fiber R Roof Board SBS-SA or APP-TA SBS-TA or APP-TA R-13 Existing Min. 1.5-inch Multi -Max FA3 D-IS Min. 0.25-Inch Dens Deck, Dens Deck Prime or SECUROCK Gypsum -Fiber Roof D-IS BP-AASBS- (Optional) One or more SBS-AA, SBS-TAor -67.5 a5phalticroof Board SA, APP-TA BP -AA or APP-TA APP-TA II Existing Min. 1.5-Inch ACFoam 11 or ENRGY 3 or min. Min. 0.25-inch Dens Deck, Dens Deck BP -AA SBS- (Optional) One or more SB5-AA, SB5-TA or R-14 as haltic roof 2.0 pcf lnsulfoam D-IS Prime or SECUROCK Gypsum -Fiber Roof D-IS SA, APP-TA BP -AA or APP-TA APP-TA -g0.0 Board Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization H9503 Prepared by: Robert Nleminen, PE-59166 fire EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (900) 516.1485 Evaluation Report A42970.10.12-R2 for FL16027-112 Revision 2: 09/25/2017 Appendix 1, Page 25 of 26 \J TRINITY ERD TABEE,7A: RECOVER APPLICATIONS , . . ; - , .. .. •. " ' "° .-• SYSTEM TYPE BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Substrate Type Attach Type Attach Base Ply Ply Cap Ply (Psf) 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' R-IS 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 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 -157.5 R-16 asphaltic roof or Multi -Max FA3 OSFA Roof Board OSFA SA, APP-TA BP -AA or APP-TA APP-TA Min.1.5-inch Ultra -Max or MUlti-Max FA-3, Existing min.1.3-Inch ACFoam 111 or min. 1.G-inch CR20 Min. 0.25-Inch SECUROCK Gypsum -Fiber CR20 BP -AA (Optional) One or more SBS-AA -225.0 R-17 asphaltic roof ISO 95+GL, H-Shield, H-Shield CG or ENRGY Roof Board BP -AA 3 or min. 2.0 pcf Insulfoam Min. 1.5-Inch Ultra -Max or Multi -Max FA-3, Existing min. 1.3-inch ACFoam III or min. 1.0-Inch CR-20 Min. 0.25-Inch SECUROCK Gypsum -Fiber CR-20 APP-TA (Optional) One or more APP TA -232.5 R-18 asphaltic roof ISO 95+GL, H-Shield, H-Shield CG or ENRGY Roof Board APP-TA 3 or min. 2.0 pcf Insulfoam . -'a ,-, ; ' -`.' ,. ,,' -:;,,, ,. •', TABLE 7B: RECOVER APPLICATIONS - ,`,;;;"_ •, �,' - ,` r;'• ',.. SYSTEMTYPE F:.NON•INSULATED,BONDEDBASESHE ET, BONDED ROOF COVER' System Roof Cover (Note 151 MDP No Deck Primer (Psf) Base Ply Ply Cap Ply R-19 Existing ASTM D41 BP -AA O tional if using asphalt applied PI ( P g P PP Y) (Optional if using asphalt applied Base) BP -AA or APP-TAtSBS-AA,SBS-TAAPP-TA -45.0 asphaltic roof Exterior Research and Design, LLC. d/b/a Trinity] ERD Evaluation Report A42970.30.12-R2 for FL16027-R2 Certificate o�Authorization 49503 C" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by:I Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (8001 516-1485 Appendix 1, Page 26 of 26