Loading...
HomeMy WebLinkAboutNOA-MODIFIED BITUMEN ROOF SYSTEMS .e 8CANNED BY TRINITY' ERD..�.i ALUATION REPORT ILT Materials Group, LLC 10 Box 70 tutherford, NJ 07070 800)516-1485 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 (203) 262-9245 Evaluation Report A42970.10.12-112 FL16027-R2 Date of Issuance:10/23/2012 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 6th 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) 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 the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus a 26-page Appendix. Prepared by: 1141TI1!.., � y — Robert J.M. Nieminen, P.E. fi•.•�, *. F� •.,,;•�;;:••'� The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No. 59166, Florida DCAANE1983 ' °'' _,H i i ISL `,`s'1. P.E. on 09/25/2017. This does not serve as an electronically signed document. CERTIFICATION OF 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. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ".1 TRINITY ERD NG SYSTEMS EVALUATION: SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: TRI-BUILT Modified Bitumen Roof Systems, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind FM 4474 2011 1504.7 Impact FM 4470 2012 1507.11.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 3. REFERENCES: Enti Examination Reference Date ERD (TST6049) Physical Properties P10490.10.08-2 10/30/2008 ERD (TST6049) FM 4470/4474 P13760.09.09 09/10/2009 ERD (TST6049) FM 4470/4474 P13770.09.09 09/10/2009 ERD (TST6049) FM 4470/4474 P30540.11.09-R1 11/30/2009 ERD (TST6049) FM 4470/4474 P30550.12.09 12/02/2009 ERD (TST6049) Physical Properties P33960.12.10 12/30/2010 ERD (TST6049) FM 4470/4474 P33970.03.11 03/15/2011 ERD (TST6049) Physical Properties P37590.03.13-3A 03/06/2013 ERD (TST6049) FM 4470/4474 P39680.03.13 03/04/2013 ERD (TST6049) Physical Properties P37590.03.13-1-R1 06/26/2013 ERD (TST6049) Physical Properties P37590.03.13-2-R1 07/01/2013 ERD (TST6049) Physical Properties P37590.07.13-2 07/01/2013 ERD (TST6049) Physical Properties P37590.03.13-5-R1 07/01/2013 ERD (TST6049) Physical Properties P37590.07.13-1 07/02/2013 ERD (TST6049) Physical Properties P45940.09.13 09/04/2013 ERD (TST6049) Physical Properties P44370.10.13 10/04/2013 FM Approvals (TST1867) FM 4470 2W7A7.AM 08/04/1994 FM Approvals (TST1867) FM 4470 0D3A3.A1VI 04/04/1997 FM Approvals (TST1867) FM 4470 2DOAO.AM 12/23/1998 FM Approvals (TST1867) FM 4470 2D5A9.AM 06/22/1999 FM Approvals (TST1867) FM 4470 3006646 01/04/2000 FM Approvals (TST1867) FM 4470 3001334 01/25/2000 FM Approvals (TST1867) FM 4470 3001334 02/15/2000 FM Approvals (TST1867) FM 4470 3000857 01/12/2000 FM Approvals (TST1867) FM 4470 3004091 01/12/2000 FM Approvals (TST1867) FM 4470 3006115 05/02/2001 FM Approvals (TST1867) FM 4470 3012321 07/29/2002 FM Approvals (TST1867) FM 4470 3014692 08/05/2003 FM Approvals (TST1867) FM 4470 3014751 08/27/2003 FM Approvals (TST1867) FM 4470 3007170 01/13/2004 FM Approvals (TST1867) FM 4470 3019317 06/30/2004 FM Approvals (TST1867) FM 4470 3020703 07/30/2004 FM Approvals (TST1867) FM 4470/4474 3018332 01/31/2006 FM Approvals (TST1867) FM 4470/4474 3023368 03/20/2006 FM Approvals (TST1867) FM 4470/4474 3024594 05/23/2006 Exterior Research and Design, LLC. Evaluation Report A42970.10.12-R2 Certificate of Authorization #9503 6T' EDITION (2017) FBC NON-HVH2 EVALUATION FL16027-R2 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017 Page 2 of 4 TRINITY ERD Entity Examination Reference Date FM Approvals(TST1867) FM 4470/4474 3023458 07/18/2006 FM Approvals(TST1867) FM 4470/4474 3030668 09/12/2007 FM Approvals(TST1867) FM 4470/4474 3032172 06/12/2009 PRI (TST5878) Physical Properties PUSA-062-02-01 12/04/2007 PRI (TST5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI(TST5878) Physical Properties PUSA-064-02-02 02/27/2008 PRI (TST5878) Physical Properties PUSA-062-02-02 12/04/2008 Miami -Dade (CER1592) HVHZ Compliance Various NOAs Various Miami -Dade (CER1592) Proposal for Review 10-0823 10/12/2010 UL LLC (QUA9625) Quality Control MI -Agreement 02/27/2012 UL LLC (QUA9625) Quality Control ML Correlation, R27202 08/20/2012 UL LLC (QUA9625) Quality Control Service Confirmation, R14571 Exp. 10/06/2018 4. PRODUCT DESCRIPTION: This Evaluation Report covers TRI-BUILT Modified Bitumen Roof Systems installed in accordance with TRI-BUILT Materials Group, LLC published installation instructions and the Limitations / Conditions of Use herein. The following membranes make up the subject systems. ns Table 1 RoII-Goads,for TRI=BUILT '_Modified Bitumen RoofSystems�` r z 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 WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. Exterior Research and Design, LLC. Evaluation Report A42970.10.12-112 Certificate ofAuthorizotion #9503 6'4 EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-R2 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017 Page 3 of 4 a` TRINITY ERD 5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the' data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or 1609.3(3). 5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. 6. INSTALLATION: 6.1 TRI-BUILT Modified Bitumen Roof Systems shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation instructions, subject to the Limitations / Conditions of Use noted below. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted CIA agency for information on product locations covered for F.A.C. Rule 61G20-3 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, LLC. Evaluation Report A42970.10.12-R2 Certificate ofRuthorization #9503 C' EDITION (2017) FBC NON-HVHZ EVALUATION F1.16027-112 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017 Page 4 of 4 TKINI1 Y ERD J WIND*-777777- 7-7LIFT'RESISTANCE, - ApPENDIXrl ATTACHNIENTREQUIREMENjS,FOR Table Peck. Application ., ,Type Description n Page 1A-1 , . Wood New or Reroof (Tear -Off) A-2 . Mech. "Attached Anchor Sheet, Bonded,lnsulatlon, Bonded Roof Cover �.. 3 SA 2 • Wood New; Reroof (Tear -Off) or Recover A-2 Mech Attached Anchor Sheet, Bonded Insulation :Bonded Roof Cover ... -.. 1B Wood New, Reroof (Tear -Off)` or. Recover :B • Mech. Attached Base Insulation, Bonded TopJnsulation Bonded Roof.Cover_ 5. 3 iC :Wood - New, Reroof.(Tear Off) or Recover C Mech. Attached Insulation,. Bonded' Roof_ Cover i Wood New;-Reroof Tear Off or,Recover,.. D Prehm Attacheii_.Ihsulation, Mech.:Attaehed.BaseSheet, Bonded P.OffCover� 6 _ 1E$' .,e--rgP�.r.^ ,..�.-. ,. y, -. .,_x �r '.+eb#"F { ood- 4�NewkoraRerooft(Tear,Off) n E Non;InsulatetlMechAttachedfBase Sheet, Bon dediRoof Dover ...e. . rs" „_,a (,` g1E 2 Wood _, , '» New, Reroof (Tear Off) _Recover E Non Insulated, Me h. Attached'Base Sheet Bonded Roof Cover W. =.z $ ,-. - Wood— _. — New`orReroof(Tear-Off); F Non insulated, Bonded Roof Cover 2A Steel'or;Structural concrete New; Rerbof (Teat -Off): Recover ; B"_ Mech: Attached Base Insulation, Bonded Top lnsu_lation Bonded Roof Cover ` 9 1 Steel or Structural concrete, New,Reroof;(Tear-Off), or Recover ' - C Mech. Attached Insulation, Bonded Roof Cover =. 2C St eel:orStructural concrete New, Reroof (Tear-Off)`or Recover. D Prelim. Attached Insulation; Mech Attached B. ase Sheet, Bonded.Roof Cover 10 c, -•� -3p . Structural concrete - . or R.eroof(Tear-Off)`. R`1 Bonded Insulation, Bonded Roof Cover, - . 11,14 .: 3B , ,New Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover , 4A LWIC, New or Reroof{Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 15 16 LWIC New or Reroof (Tear -Off) ' A-2 Mech. Attached Anchor Sheet, Bonded Insulation; Bonded Roof Cover 16 4C LWIC New or Reroof (T.ear=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 58 , . CWF New, Reroof. (Tear -Off): r Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded RoofCoJer 21 SC CWF New, Reroof (Tear -Off) or Recover 8 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22. 5D cWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 22 SE ` CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base.$heet, Bonded Roof Cover 22 . U 6A _.:23 GYPSUM New or Re (Tear -Off) yp. A-1 Bonded Insulation, Bonded Roof Cover 68 . 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 Insulatlori, Bonded Roof Cover 24 i24 6D. G sum New, Reroof {Tear -Off); or Recover, YP E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover' - 1 7A Various : , . Recover A-1 Bonded Insulation,, Bonded Roof Cover 25 26 7 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 26 l She following notes abply 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. r 2. Insulation /base sheetfasteners shall be.of sufficient length for the following deck: engagement:. Wood:. Minimum 0:7S;7inch penetration. Steen Minimum 6.75=inch'penetration avid engage the top flute of the_steel deck. embedment into holean withfastener manufacturer's published installation instructions.: :➢ Structural concrete Minimum 1-inch pilot accordance 3. Unless, otherwise noted, insulation may be any one layer 'or: combination of polyisocyanurafe, polystyrene, wood fiberboard, periite, gypsum -based roof board or mineral -wool roof board'that.meets'the'CIA <reguirements.of F:A.C. Rule:61G203 and is loeumented'as meeting FBC 1505:1 and, forfoam plastic; FBC-Chapter 26, when installed with the.roof'cover. 2 R2 Evaluation Report A42970.1012 R2for FL360 7- Exterior Research and Design; LLC. d/b/a trinity ( ERD Revision 2: 09/25/2017 i Ceerrtiftcate of-Authorizataon4950 — —__ 6r" EDITION (2017) FBC NON-HVH2 EVAWATION Appendix 1, Page 1 of 26 a J Prepared by Robert Nieminen, PE-59166 heHiET=Modified-8itunenRagSystems;:(800) 516-1485--_ TRINITYi ERD 4. Minimum 200 psi, minimum 2-Inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded 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. S. 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). Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ HA (HA): Full coverage at 25-30 Ibs/square. Y Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. Y Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. Y OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced. Y OlyBond Classic (OB Classic): Full coverage at 1 gal/square. Y ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. Y Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. Y Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. Unless otherwise rioted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocya nu rate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MOP listings in the tables; rather if MOP listing below meets or exceeds that listed fora particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: Y Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) Y OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) Y OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GL) Y OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II) Y ICP Adhesive & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 8. Bonded polyisocyanu rate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk" carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, LLC. d/b/a Certificate of Authorization ft9503 Prepared by: Robert Nieminen, PE-59166 6i"EDITION (2017) FBC NON-HVHZ-EVALOA7dKJ}_ TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-RZ Revision 2: 09/25/2017 TRINITY ; ERD 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. _ TABLE 1:-TRI=BUILT ROOF CovEes`„ Reference Layer Material Application BP -AA (Base and Ply sheets, Asphalt -Applied) Base Ply FBC Approved ASTM D4601, Type II HA at'20-40 Ibs/square Ply FBC Approved ASTM D2178, Type IV or VI SBS-AA (SBS, Asphalt -Applied) Cap Ply TriBuilt SBS Granular HA at 20-40 Ibs/square SBS-TA (SBS, Torch -Applied) Cap Ply TriBuilt SBS Granular Torch -Applied SBS-SA (SBS, Self -Adhering) Base Ply TriBuilt SA SBS Base Self -Adhering Cap Ply TriBuilt SA SBS Cap APP-TA (APP, Torch -Applied) Base Ply or Ply TriBuilt APP Smooth Torch -Applied Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular APP-SA (APP, Self -Adhering) Cap Ply TriBuilt SA APP Cap Self -Adhering 16. Vapor barrier options for use over structural concrete deck followed by adhered -insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MOP listings below vs. those in Table 3A no - VAPOR BARRIER OPTIONS) STRUCTURAL CONCRETE DECK, ADHERED INSULATION PER+TABLE3A ' ' ` ' • � '>. Option k Primer Vapor Barrier Insulation Adhesive MDP (psf) Type Attach VB-1. ASTM D41 TriBuilt SA SBS Base Self -Adhering Inta-Stik or CR-20, 12-inch o.c. -60.0 VB-2. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Insta-Stik, 12-inch o.c. -75.0 VB-3. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Millennium One Step Foamable Adhesive, 12-inch o.c. -157.5 VB-4. ASTM D41 Tril uilt SA SBS Cap Self -Adhering CR-20, 12-inch o.c. -270.0 VB-5. ASTM D41 TriBullt SA SBS Base Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond SOD or CR-20, 12-inch o.c. -290.0 17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. 18. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a Trinity �ERD - Certificate of Authorization #9503 6 "EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-RZ Appendix 1, Page 3 TRINITY ERD TABLE lA 1.;WOOD PECKS' -NEW CONSTRUCTION OR REROOF,(TEAR OFF) SYSTEM,TYPE A 2 „MECHANICALLY ATTACHED'ANCHC+R;SHEET; BONDED INSULATION, BONDED ROOFCdVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MOP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (Psf) Min. 0.25-inch Dens 8-inch o.c. in 4- Deck, Dens Deck Prime, Polyglass G2 Base, 32 ga., 1-5/8- inch lap and 8- (Optional) FBC SECUROCK Gypsum - Gypsum - Min. 19/32- CertainTeed Glasbase, inch diameter inch o.c. in Approved, Fiber Roof Board, Min. SBS-AA, W-1 inch plywood Firestone MB Base, JM tin caps with 11 three, equally ASTM C1289, HA 0.75-inch FescoBoard HA BP -AA (Optional) SBS-TA, -60.0 max. Tamko a. annular ring g g spaced, p type II of iso- yp p y (homogeneous) or min. ( g ) BP � APP-TA in spans inch spans GlassPermBase Glass Base or or shank nails staggered cyanurate 0.5-inch Structodek GAFGLAS #75 center rows High Density Fiberboard Roof Insulation 8-inch o.c. in 4- Polyglass G2 Base, 32 ga., 1-5/8- inch lap and 8- (Optional) FBC (Optional) Min. 19/32- CertainTeed Glasbase, inch diameter inch o.c. in Approved, Min. 0.25-inch Dens One or SBS-SA, W 2 inch plywood Firestone MB Base, JM tin caps with 11 three, equally ASTM C1289, HA Deck, Dens Deck Prime, HA SBS-SA more SBS- APP-SA, -60.0 at max. 24- Perma-Ply 28, Tamko ga. annular ring spaced, type II polyiso- SECUROCK Gypsum- SA or SBS-TA or inch spans Glass Base or shank nails staggered cyanurate Fiber Roof Board APP-TA APP-TA GAFGLAS k75 center rows 6-inch o.c. in 4- Min. 2-inch D-IS, OB500, 32 ga., 1-5/8- inch lap and 6- Min. 19/32- Polyglass Elastobase inch diameter inch o.c. in ACFoam II, III, CR-20 or M- Min. 0.25-inch Dens D-IS, SBS-AA, W 3 inch plywood or Polyglass tin caps with 12 four, equally H- atop Deck, Dens Deck Prime 0, BP AA (Optional) SBS-TA, -60.0* at max. 24- Elastobase Poly ga. annular ring spaced, ShieH-Shld C Shield CG, fasteOSFAner fastener or SECUROCK Gypsum- CR-2OB5 CR-20 or BP -AA APP-TA inch spans Multi -Max FA3 rows, 7-inch Fiber Roof Board M-OSFA shank nails staggered center rows or ENRGY-3 oc 6-inch o.c. in 4- Min. 2-inch D-IS, OB500, 32 ga., 1-5/8- inch lap and 6- (Optional) ' Min. 19/32- Polyglass Elastobase inch diameter inch o.c. in ACFoam II, III, CR-20 or M- D-IS, One or SBS-SA, W 4 inch plywood or Polyglass tin caps with 12 four, equally H atop (Optional) Additional 0, SBS-SA more SBS- APP SA, -60.0* at max. 24- Elastobase Poly ga. annular ring spaced, Shield CG, ShieH-Shld C fasteOSFAner fastener layers of base insulation CR-2OB5 CR-20 or SA or SBS-TA or inch spans shank nails staggered Multi -Max FA3 rows, 7-inch M-OSFA APP-TA APP-TA center rows or ENRGY-3 oc Exterior Research an Design,- -d'/I�/aTrim"fRD — — — - - - — __ _ _ _ _ _ Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Authorization k9503 6T" EDITION (2017) FBC NON=fi ALUATIO - Revision 2: D9/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 4 oi2� TRINITY ERD TABLE IA=2;WOODDECKS--'NEW:CONSTRIICTION;.REROOF"(TEaR OFF)oRRECOVER A. SYSTEMOP.E A 2 'MECHANICALLY ATTACHED'ANCHOR;SHEET, BONDED'INSULATION; BONDED'ROOF COVER, System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 0.25-inch Dens Deck, Polyglass 12-inch o.c. in 4- (Optional) FBC Dens Deck Prime, SECUROCK Min. 19/32- Elastobase or OMG Flat inch lap and 12- Approved, Gypsum -Fiber Roof Board, W 5 inch plywood Polyglass Bottom Plates inch in two, ASTM C1289, HA Min. 0.75-inch FescoBoard HA BP -AA (Optional) SBS-AA, SBS- -60.0 max. Elastobase (square) with equalllyly spaced, type II polyiso- (homogeneous) or min. 0.5 BP -AA TA, APP-TA in inch spannss Poly Roofgrip k12 staggered center cyanurate inch Structodek High Density rows Fiberboard Roof Insulation Polyglass 12-inch o.c. in 4- (Optional) FBC (Optional) Min. 19/32- Elastobase or OMG Flat inch lap and 12 Approved, Min. 0.25-inch Dens Deck, One or SBS-SA, APP- W 6 inch plywood Polyglass Bottom Plates inch o.c. in two, ASTM C1289, HA Dens Deck Prime, SECUROCK HA SBS-SA more SBS- SA, SBS-TA -60.0 at max. 24- Elastobase (square) with equally spaced, type II polyiso- Gypsum -Fiber Roof Board SA or APP- or APP-TA inch spans Poly Roofgrip k12 staggered center cyanurate TA rows TABLE iB WOOD4DECK5 NEW CONSTRUCTION, REROOF ( i";.;-OFF)aR RECOVER _ `' y i -L. 4 a M1 SYSTEM TYpE f3 ?CviECFIAtVICALlY'ATTACHEf3 BASE IIV5ULATfON, BOIUD�D TOPINSU , tON; BONDED RdOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note 1) Type Fasteners Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 0.75-inch FescoBoard (Optional if using Min. 19/32-inch Min. 1.5-inch Dekfast Hex with 1 per (homogeneous) or min. 0.5-inch (Optional if AA Base) One or SBS-AA, SBS-TA, W-7 plywood at max. 24-inch ENRGy Shield Dekfast 1.33 ft' Structodek High Density Fiberboard HA using AA Ply) more BP -AA or APP-TA 60.0 spans or Polytherm h r ru astTruDP MP-3 with TruFast DP with Roof Insulation BP AA APP-TA Exterior Research and Design, LLC. d]b/a Trinity D- — - - - - - - - - -- -- - -- - _ _ _ _ - Evaluation Report A42970.10.12-R2 for F1.16027-112 Certificate of Authorization Ii9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION - - _- -- - Revision�(19/25/201a Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 5 of 26 TRINITYERD ,.TABLE IC: W000 DECKS -NEW CONSTRUCTION; REROOF (TEAR OFF) oR RECOVER , " SYSTEM TYPE C �,`NIECHANI.CALLY ATTACHED INSULATION; BONDED'ROOF COVER' System Base Insulation Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note 1) Layer (psf) Type Fasteners Attach Base Ply Ply Cap Ply Min. 19/32-inch (Optional) Min. 0.5-inch Structodek High Density Dekfast Galvalume (Optional if (Optional if using AA W-8 plywood at max. One or more layers, Fiberboard Roof Insulation or min. 0.25- Steel Hex with 1 perZ .33 using AA Ply) Base) One or more BP -AA SBS-AA, SBS-TA, APP- 82 5 24-inch spans any combination, inch Dens Deck, Dens Deck Prime or Dekfast #12 DP ft BP -AA or APP-TA TA loose laid SECUROCK Gypsum -Fiber Roof Board (Optional) Dekfast Galvalume Min. 19/32-inch One or more layers, Min. 1.5-inch ENRGY 3, H-Shield or Steel Hex with 1 per 1.33 (Optional) One or more SBS-SA, APP-SA, SBS- W-9 plywood at max. any combination, Polytherm Dekfast #12 DP or ftz SBS-SA SBS-SA or APP-TA TA or APP-TA 82.5 24-inch spans TruFast MP-3 with loose laid TruFast DP TABLE 1D: WOOD DECKS . ; NEW'CONSTRO,CTION, REROOF (TEAR OFF) oR RECOVER t r +♦ SYSTEMTI(PEQ PRELIMIN¢RILYATIACHED'INSULATION,MEGHANICAiLYATTAGHEDBASESHEET;}BONDEQROOFGOVER System Insulation Layer(s) Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 1) (psf) Type Attach Base Fasteners Attach Base Ply Cap Ply Polyglass Elastobase, Polyglass OMG Flat Bottom Plates Min. 19/32-inch Elastobase Poly, Polyglass G2 Base, (square) with Roofgrip 12-inch o.c. in 4-inch lap and 12- (Optional) One SBS-AA, W-10 plywood at max. One or more layers, Prelim. CertainTeed Glasbase, Firestone MB #14, Dekfast Hex with inch o.c. in two, equally spaced, or more BP -AA SBS-TA, -52.5 24-inch spans any combination Attached Base, JM Perma-Ply 28, Tamko Glass Dekfast #14 or TruFast staggered center rows or APP-TA APP-TA Base or GAFGLAS #75 MP-3 with TruFast HD Min. 19/32-inch Dekfast Hex with Dekfast 12-inch o.c. in 4-inch lap and 12- SBS-SA, W-11 plywood at max. One or more layers, Prelim. Polyglass Elastobase or Polyglass #14 or TruFast MP-3 with inch o.c. in two, equally spaced, One or more APP-SA, -52.5* 24-inch spans any combination Attached Elastobase Poly with poly tap surface TruFast HD staggered center rows SBS-SA SBS-TA or APP-TA Min. 19/32-inch One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates 12-inch o.c. in 4-inch lap and 12- (Optional) One SBS-AA, W-12 plywood at max. any combination Attached Elastobase Poly (square) with Roofgrip #12 inch o.c. in two, equally spaced, or more BP -AA SBS-TA, -60.0 24-inch spans staggered center rows or APP-TA APP-TA Min. 19/32-inch One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates 12-inch o.c. in 4-inch lap and 12- One or more SBS-SA, APP-SA, W-13 plywood at max. any combination Attached Elastobase Poly with poly top surface (square) with Roofgrip #12 inch o.c. in two, equally spaced, SBS-SA SBS-TA or -60.0 24-inch spans staggered center rows APP-TA Exterior Research and Design,LCC d" a nm y - -_ -- - - - - - -- - - -- - - --_ Evaluation Report A42970.10.12-R2 for FL16027-RZ Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION — Prepared by: by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 6 of 26 TRINITY k ERD TABLElE-1:, WOOD,DECKS—NEW,CONSTRUCTION Or; REROOFrill AR SYSTEM TYPE E:- NON=INSULATED, MECHANICALLY ATTACHED BASE SHEET ,BONDED ROOF COVER System Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 1) Base Fasteners Attach Base Ply Cap Ply (psf) Min. 15/32-inch 9-inch o.c. at 2-inch lap and 18-inch o.c. in two, (Optional) BP -AA or SBS-AA, SB5-TA W-14 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap equally spaced, staggered center rows APP-TA or APP-TA -45.0` inch spans Min. 15/32-inch 9-inch o.c. at 2-inch lap and 12-inch o.cin two, (Optional) BP -AA or SBS-AA, SBS-TA W-15 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap equally spaced, staggered center rows APP-TA or APP-TA -52.5 inch spans Min.19/32-inch Polyglass Elastobase, Polyglass Elastobase (0 One or (Optional) W-16 plywood at max. Poly, Polyglass G2 Base, CertainTeed 32 ga., 1-5/8-inch diameter tin caps 8-inch o.c. in 4-inch lap and 8-inch o.c. in three, more BP -AA or SBS-AA, SBS- 60.0 Glasbase, Firestone MB Base, JM Perma- with 11 ga. annular ring shank nails equally spaced, staggered center rows APP-TA TA, APP-TA 24 inch spans Ply 28, Tamko Glass Base or GAFGLAS #75 Min. 19/32-inch Polyglass Elastobase or Polyglass 32 ga., 1-5/8-inch diameter tin caps 8-inch o.c. in 4-inch lap and 8-inch o.c. in three, (Optional) One or SBS-SA, APP- W-17 plywood at max. Elastobase Polywith of to surface poly P with 11 a. annular ring shank nails g g equally spaced, staggered center rows q V P gg more SBS-SA or SA, SBS-TA or -60.0 24-inch spans APP-TA APP-TA Min. 15/32-inch 6-inch o.c. at 2-inch lap and 6-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS-TA W-18 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap equally spaced, staggered center rows APP-TA or APP-TA -90.0 inch spans Min. 19/32-inch Polyglass Elastobase or Polyglass 32 ga., 1-5/8-inch diameter tin caps 4-inch o.c. in 4-inch lap and 4-inch o.c. in four, (Optional) One or SBS-SA, APP- W-19 plywood at max. Elastobase Poly with poly top surface with 11 ga. annular ring shank nails. equally spaced, staggered center rows more more SBS-SA or SA, SBS-TA or -97.5 24-inch spans APP-TA Min. 15/32-inch 6-inch o.c. at 2-inch la and 6-inch o.c. in three, p (Optional) BP -AA or SBS-TA W-20 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap equally spaced, staggered center rows APP-TA or APP, or APP-TA 105.0 inch spans Min. 19/32-inch Polyglass Elastobase or Polyglass 32 ga., 1-5/8-inch diameter tin caps 6-inch o.c. in 4-inch lap and 6-inch o.c. in four, (Optional) One or SBS-AA, SBS- W-21 plywood at max. Elastobase Poly with 11 ga. annular ring shank nails equally spaced, staggered center rows more BP -AA or TA, APP-TA -112.5 24-inch spans APP-TA Min. 19/32-inch 32 ga., 1-5/8-inch diameter tin caps SBS-SA, APP- Polyglass Elastobase or Polyglass with 11 ga. annular ring shank nails. 6-inch o.c. in 4-inch lap and 6-inch o.c. in four, (Optional) One or 5A, SBS-TA or W-22 plywood at max. Elastobase Polywith of to surface poly P Note: Tin caps are to be rimed with P P equally spaced, staggered center rows q Y P gg more APP-TA APP-TA ;112,5 24-inch spans ASTM D41 primer. - - -- art-A42-970.10 12-R2 for-EL160ZZ-RZ Exterior Research and Design, LLC. d/b/a Trinity � ERD - - - _ - _ -- - atie�_RPn • Certificate of Authorization #9503 6"' 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 7 of 26 .t �. -, TRINITY i ERD a °TABLE lE 2 WOOD DECKS •_NEW CONSTRUCTION, REROOF (TeAR OFP) oR REcoveR }t n,; SYSTEM TYPE E NON INSULATED, MECHANICALLY ATTACHED BASE SHEET„BONDED;R�O� COVER B ase Sheet' ov (Note er(N System No, " Deck (Note 1) (PS) ` Base Fasteners, - Attach Base Ply Cap Ply Mlnr 19/32-inch Polyglass Elastobase, Polyglass Elastobase OMG Flat Bottom Plates (square) with 12 inch o:c in4 inch lap and 12-inch (Optional) One or SBS AA, SBS W11 at maz. Poly,Polyglass G2 Base, CertalnT.eed. - Roofgri #14, Dekfast Hex with Dekfast #14 p - o c in two; equallyspaced, staggered more BP -AA or - TA, A PP TA -52:5 plywood 24 inch spans Glasl ase,,Firestone,MB.Base, JM Perma- or. TruFast MP-3 with TruFast HD' center rows APP-TA Min. 19/32 inch Ply 28, Tamko Glass Base "or GAFGLAS #75 Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast #14 or TruFast MP- 12 inch o.c, in 4-inch lap and 12-inch o.c: in two, equally spaced, staggered One or more SBS- SBS-SA; APP- SA, SBS-TA or 52.5* W'2 plywood at max. :'Elastobase. Poly with poly top, surface 3 with TruFast HD `, 'center rows SA APP-TA 24 incn,sparis Min. 19/32-inch Polyglass Elastobase or Polyglass - OMG Flat Bottom Plates (square) with 12,inch,o.c in 4-inch lap and 12-inch o.c. in two, equally spaced, staggered (Optional) One o r more BP AA or SBS-AA, SBS- -60.0 W 3 plywood at max. Poly Elastobase12 Roofgrip #12 center rows APP-TA TA APP 24-inch pans Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with inch o.c in 4 inch -lap and 12-inch o.c, in two, equally spaced, staggered One ormore SBS SBS-,SA, APP- S SA, SBS-TA or Min. 19/32-inch W-4 plywood. at max: Elastobase Poly with poly top surface - Roofgrip #12 center rows SA APP-TA 24' inch spans :::. ::... , .. :- _ L -', r _ N oR RER00F{T�►R OeF) 1F. WOOD DECKS :_NEW CONSTRUCTIO - - � � :SYSTEM TYPE F NON INSULATED, B4ONDE_D ROOF COVER 'Roof. Cover (Note 15) MOP System Deck . —Primer— a ---- ---Joint Base Ply Treatment Ply —CaP;P_ly , No. _ -- - t (Optio� na65 SA`or SBS-SA APP=SA_SBS TA 0� tfr t4 _p Y. --__ - _SBSSA Min *15L32 inch I wood "" f� (Optio'n'ai) ASTM D41 — None spans APP TA or APP TA —"� at max.244nch — —SSA Min..1 /32-inch plywood Plywood'joints-are'covered•with•4-inch-wide•stnps of-TriBuilt•SA— _(Optional)SB - ' _ — TriBuilt SA SBS Base SBS-SA AP BS TA - P-SAS -97.5 W_6 . (Optional) ASTM D41 at max. 24-inch spans SBS Base, rolled into place to create continuous bond. APP-TA or APP-TA I Exterior Research and Design, LLC: d/b/a Trinity l ERD - -- _ _ CertItica�FAAuthortzattcn-#9503 - - 6-EDM0N,(t417 FBCNON-HVHZ.EVALUATION�_ i�. Prepared by: Robert Nieminen, PE 59166 TRI-BUILT Modified Bitumen Roof Systems; (806) 616-148S Evaluation Report A42970.10.12-112 for FL16027=82. Revision 2: 09/25/W1.7_ - - -- — ppendix=l PLage=8 of26= TRINITY ER© TABLE2A,STEELORSTRUCTURALCONCRETEDECKS-NEWCQNTRLCION;RROOF(TaR" t;R0E0CFOCVOERtE, . 'AATIONdEd .OFdF EoCI RSYSTEWTYPE Bi,MHANICALLY' ti1 ; TOPINSULATI' System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note 1) Type Fasteners Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 22 ga., type B, Min. 1.5-inch Dekfast Hex with Min. 0.75-inch FescoBoard (Optional if using SC-1. Grade 33 steel or ACFoam II, ENRGY wufas MP-3 with TrufasDekfast #14, Trufast t HD or 1 per 2 ftZ (homogeneous) or min. 0.5-inch HA (Optional if using AA Base) One or 5B5-AA, SB5- _45.0* min. 2,500 psi 3, H-Shield or OMG in Plate inch GaivFiberboard Structodek High Density AA Ply) BP -AA more BP -AA or TA, APP-TA structrual concrete Polytherm with O HD Roof Insulation APP-TA Min. 22 ga., type B, Min. 2-inch Dekfast Hex with Min. 0.75-inch FescoBoard (Optional if using SC-2. Grade 33 steel or ACFoam II, ENRGY Dekfast #14, Trufast MP-3 with Trufast HD or a 1 per 4 ft2 (homogeneous) or min. 0.5-inch HA (Optional if using AA Base) One or SBS-AA, SBS- -45.0` ruin. 2,500 psi 3, H-Shield or OMG 3-inch Galy Plate Structodek High Density AA Ply) BP -AA more BP -AA or TA, APP-TA structrual concrete Polytherm Fiberboard Roof Insulation APP-TA with OMD HD Min. 22 ga., type B, Min. 1.5-inch Dekfast Hex with Min. 0.75-inch FescoBoard (Optional if using SC-3, Grade 33 steel or ENRGY Shield Dekfast #14 1 per 1.33 (homogeneous) or min. 0.5-inch HA (Optional if using AA Base) One or SBS-AA, SBS 90.0 min. 2,500 psi ft2 Structodek High Density AA Ply) BP -AA more BP -AA or TA, APP-TA structrual concrete r or Polythh erm ru astHTruFast MP-3 with TruFast HD Fiberboard Roof Insulation APP-TA Min. 22 ga., type B, Min. 1.5-inch Dekfast Hex with Min. 0.75-inch FescoBoard BP -AA (Top surface One or more SBS-SA, APP- SC-4. Grade 33 steel or ENRGY 3, H-Shield Dekfast #14 or TruFast 1 per 1.33 x (homogeneous) or min. 0.5-inch HA primed with ASTM layers, SBS-SA or SA, SBS-TA -90.0 min. 2,500 psi or Polytherm MP-3 with TruFast HD ft Structodek High Density D41 primer) APP-TA or APP-TA structrual concrete Fiberboard Roof Insulation , ONST UCTION;REROOF TIegR'QFF oRRECOVERa TABLE 2B.aSTEELORSTRU ;CIRAL,CQNCRETEDECKS HEWq } "' 1`K W �T 'p,. +iF 1 • 1`^C?� KY,'"k tr1.��"`Yt vi �` �"\ C 5r.: TENITYPECMECHANICALLY`AIFACHEI31f�5UL1TtC+N"BONDED#tO0001%ER System Base Insulation Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note 1) Layer (psf) Type Fasteners Attach Base Ply Ply Cap Ply Min. 22 ga., type B, (Optional) One or (Optional if (Optional if using AA Grade 33 steel or more layers, any Min. 0.5-inch SECUROCK Gypsum- OMG 3-inch Galvalume Steel 1 per 1.78 SBS-AA, SBS- SC-5, using AA Ply) Base) One or more BP- -75.0 min. 2,500 psi combination, loose Fiber Roof Board Plate with DMG #14 HD ft2 TA, APP-TA structrual concrete laid ' BP -AA AA or APP-TA Min. 0.5-inch Structodek High Min. 22 ga., type B, One or more layers, Density Fiberboard Roof Dekfast Galvalume Steel Hex with (Optional if (Optional if using AA Grade 33 steel or Insulation or min. 0.25-inch Dens Dekfast #12 (steel only) or #14 or 1 per 1.33 SBS-AA, SBS- SC-6. min. 2,500 psi any combination, Deck, Dens Deck Prime or TruFast MP-3 with Trufast DP ft using AA Ply) Base) One or more BP- TA, APP-TA 82.5 loose laid BP -AA AA or APP-TA structrual concrete SECUROCK Gypsum -Fiber Roof (steel only) or HD Board Min. 22 ga., type B, (Optional) Dekfast Galvalume Steel Hex with SBS-AA, SBS- Grade 33 steel or One or more layers, Min. 1.5-inch ENRGY 3, H-Shield Dekfast #12 (steel only) or #14 or 1 per 1.33 (Optional) One or more TA, SBS-SA, SC-7. min. 2,500 psi any combination, or Polytherm TruFast MP-3 with Trufast DP ft2 SBS-SA SBS-SA or APP-TA APP-TA, APP- -82.5 structrual concrete loose laid (steel only) or HD SA Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FL36027-R2- Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 9 of 26 .t TRINITY ; ERD TABLE 2C::STEELORSTRUCTURALCONCRETEDECKS—NEW CONSTRUCTION,REROOF(TiAR_ F)PJII C, VER^ SYSTEM TYPED: PRELIMINARILY ATTACHEDINSULATION, MECHANICALLY ATTACHED BASE SHEET; BONDED ROOF;C0' WR . . 'NOTE INSULATION I$OPTIONAL'FORRECOVERQPP-LICATIONS;> System Insulation Layer(s) Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 1) Type Attach Base Fasteners Attach Base Ply Cap Ply (psf) Min. 22 ga., type B, OMG Flat Bottom Plates (square) 12-inch o.c. in 4-inch lap Grade 33 steel or min. One or more Prelim. Polyglass Elastobase, Polyglass with Roofgrip #14, Dekfast Hex and 18-inch o.c. in two, (Optional) One or SBS-AA, SBS- SC-8. 2,500 psi structrual layers, any Attached Elastobase Poly or JM Perna with Dekfast #14 or TruFast MP-3 equally spaced, staggered more BP -AA or APP- TA, APP-TA -45.0* combination Ply 28 TA concrete with TruFast HD center rows Polyglass Elastobase, Polyglass Min. 22 ga., type B, Elastobase Poly, Polyglass G2 OMG Flat Bottom Plates (square) 12-inch o.c. in 4-inch lap Grade 33 steel or min. One or more Prelim. Base, CertainTeed Glasbase, with Roofgrip #14, Dekfast Hex and 12-inch o.c. in two, (Optional) One or SBS-AA, SBS- SC-9. 2,500 psi structrual layersany any Attached Firestone MB Base, JM Perma- with Dekfast #14 or TruFast MP-3 equally spaced, staggered more BP -AA or APP TA, APP-TA 52.5 concrete combi Ply 28, Tamko Glass Base or with TruFast HD center rows TA GAFGLAS #75 Min. 22 ga., type B, One or more Polyglass Elastobase or OMG Flat Bottom Plates (square) 12-inch o.c. in 4-inch lap SBS-SA, APP- Grade 33 steel or min. Prelim. with Roofgrip #14, Dekfast Hex and 12-inch o.c. in two, SC-10. layers, any Polyglass Elastobase Poly with One or more SBS-SA SA, SBS-TA -52.5* 2,500 psi structrual combination Attached poly top surface with Dekfast #14 or TruFast MP-3 equally spaced, staggered or APP-TA concrete with TruFast HD center rows Min. 22 ga., type B, One or more OMG Flat Bottom Plates (square) 12-inch o.c. in 4-inch lap (Optional) One or Grade 33 steel or min. Prelim. Polyglass Elastobase or and 12-inch o.c. in two, SBS-AA, SBS- SC-11. layers, any with Roofgrip #12 (steel only) or more BP -AA or APP- -60.0 2,500 psi structrual Attached Polyglass Elastobase Poly equally spaced, staggered TA, APP-TA concrete combination #14 center rows TA Min. 22 ga., type B, One or more Polyglass Elastobase or OMG Flat Bottom Plates (square) . 12-inch o.cin 4-inch lap SBS-SA, APP- SC-12, Grade 33 steel or min. layers, any Prelim. Polyglass Elastobase Poly with with Roofgrip 412 (steel only) or and 12-inch c.c. in two, One or more SBS-SA SA, SRS-TA -60.0* 2,500 psi structrual combination Attached poly top surface #14 equally spaced, staggered or APP-TA concrete center rows Min. 22 ga., type B, Grade 80 steel or min. One or more Prelim. Dekfast isofast IF-2.375-AT Plates 12-inch o.c. in the 5-inch SBS-TA, APP- SC-13. 2,500 psi structrual layers, any Attached TriBuilt APP Smooth with Dekfast #15 HS wide, heat -welded side lap (Optional) APP-TA TA 82.5 concrete combination Min. 22 ga., type B, One or more SC-14. Grade 80 steel or min. layers, any Prelim. TriBuilt APP Smooth Trufast 2.4 in. Barbed Seam 12-inch o.c. in the 6-inch (Optional) APP-TA SBS-TA, APP- -82.5 2,500 psi structrual Attached Plates with Trufast EHD Fasteners wide, heat -welded side lap TA concrete combination Min. 22 ga., type B, One or more Dekfast Hex with Dekfast #14 or 12-inch o.c. in the 4-inch Grade 33 steel or min. Prelim. lap and 18-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS- SC-15. 2,500 psi structrual layers, any Attached TriBuilt APP Smooth OMG Flat Bottom Plates with equally spaced, staggered APP-TA TA, APP-TA 112.5 combination OMG Roofgrip #14 concrete I I I I center rows Exterior Research and Design, C C. a nmtyrM_T_ Evaluation Report A4Z9/0.1U.1Z=KZor Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVH2 EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 16 of 26 TRINI`fY:ERD iTABLE 3A; •STRUCTURAL CONCRETE DECKS"= NEW CONSTRUCTION OR REROOF;(TEAR OFF)?; : SYSTEM,TYPE A4:t BONDED INSULATION,_ BONDED ROOF COVER ; SEE NOTE 16 FOR VAPOR'BARRIER,OPTIONS 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) SELF -ADHERING SYSTEMS WITH BASE INSULATION.;AND OPTIONAL ' _ NSULATIONOF,THE SAME;TYPE:_- .Y h Structural (Optional) Min. 1.5-inch H-Shield or Multi -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 Min. 1.5 inch ACFoam II or ENRGY 3 D IS D IS SBS SA 135.0 concrete ASTM D41 base insulation SBS-SA or APP-TA SBS-TA or APP-TA Structural (Optional) additional layers of base (Optional) One or more SBS-SA, APP-SA, C-3 None Min. 1.5 inch, min. 1.5 pcf Insulfoam D-IS D-IS 585-SA 157.5 concrete insulation SBS-SA or APP-TA SBS-TA or APP-TA Structural (Optional) additional layers of base (Optional) One or more SBS-SA, APP-SA, C-4 None Min. 1.5-inch, min. 2.0 pcf Insulfoam OB500 OB500 SBS SA 120.0 concrete insulation SBS-SA or APP-TA SBS-TA or APP-TA Structural (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C-5 None Min. 1.5-inch ENRGY 3 OB500 OB500 SBS-SA 127.5 concrete base insulation SBS-SA or APP-TA SBS-TA or APP-TA Structural (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C-6 None Min. 1.5-inch ACFoam II or H-Shield OB500 OB500 SBS-SA 150.0 concrete base insulation SBS-SA or APP-TA SBS-TA or APP-TA Structural Min. 1.5-inch ACFoam 11, ENRGY 3, H- (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C 7 concrete None Shield or Multi -Max FA3 M-OSFA base insulation M-OSFA SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA 232.5 Structural (Optional) additional layers of base (Optional) One or more SBS-SA, APP-SA, C 8 None Min. 1.5-inch, min. 2.0 pcf Insulfoam CR-20 CR-20 SBS-SA 240.0 concrete insulation SBS-SA or APP-TA SBS-TA or APP-TA Min. 1.5-Inch ACFoam II, ACFoam III, Structural (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C 9 None ENRGY 3, H-Shield, H-Shield CG , Multi- CR-20 CR-20 SBS-SA -270.0 concrete Max FA3 or 150 95+ GL base insulation SBS-SA or APP-TA SBS-TA or APP-TA Structural OB (Optional) additional layers(s) of OB (Optional) One or more SBS-SA, APP-SA, C-10 None Min. 2-inch ACFoam I I or H-Shield Classic Classic SBS-SA 270.0 concrete (FULL) base insulation (FULL) SBS-SA or APP-TA SBS-TA or APP-TA Min. 1.5-inch ACFoam II, ACFoam III, Structural (Optional) additional layers(s) of (Optional) One more SBS-SA, APP-SA, C-11 ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA HA SBS-SA -480.0 concrete base insulation SBS-SA or APP-TA SBS-TA or APP-TA Multi -Max FA3 a SELF?ADHERING SYSTEMS WITH BASE INSULATION ANDCOVERBOARD ., , y ,= . •� r ;' ,, i. <:`,� .,;{. t - " 5 �' r; y �.;,:j ' r - i t .�.,, Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, C-12 None Min. 1.5 inch Multi Max FA3 D-IS D-IS 585-SA 67.5 concrete 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-13 None Min. 1.5-inch, min. 2.0 pcf Insulfoam D-IS D-IS SBS-SA -120.0 concrete Deck Prime SBS-SA or APP-TA SBS-TA or APP-TA Structural Min. 2-inch ACFoam II, ENRGY-3 or H- Min. 0.25-inch SECU ROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, C 14 concrete None Shield D-IS Fiber Roof Board D-IS SBS SA SBS-SA or APP-TA SBS-TA or APP-TA 247.5 Structural Min. 0.25-inch Dens Deck, Dens (Optional) One or more SBS-SA, APP-SA, C-15 None Min. 1.5 inch ENRGY 3 OB500 OB500 SBS-SA 127.5 concrete Deck Prime SBS-SA or APP-TA SBS-TA or APP-TA for esearc -an e-sign, a TriniTy D Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization H9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 11 of 26 TRINITY: ERD TABLE 3A : STRUCTURAL'CONCRETE DECKS � NEW CONSTRUCTION oR REROOI (TEAa OFF)'°t ' , 5YSTEM�TYPE A 1:`BdNDED INSULATION; B6NDEb.4bOF COVER SEE NOTE 16'FORMAPOR BARRIER OPTIONS 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) Structural Min. 1.5-inch ACFoam II, H-Shield or Min. 0.25-inch Dens Deck, Dens (Optional) One or more SBS-SA, APP-SA, C-16 concrete None ISO 95+GL 08500 Deck Prime OB500 SBS-SA SBS-SA or APP-TA SBS-TA�or APP-TA 150.0 Structural Min. 2-inch ACFoam II, ENRGY-3 or H- Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, C-17 concrete None Shield OB500 Fiber Roof Board OB500 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -247.5 Structural Min. 1.5-inch ACFoam II, ENRGY 3, H- Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, C 18 concrete None Shield or Multi -Max FA3 M-OSFA Fiber Roof Board M-OSFA SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -232.5 Structural Min. 2-inch ACFoam II, ENRGY-3 or H- Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, C-19 concrete None Shield M-OSFA Fiber Roof Board M OSFA SBS SA SBS-SA or APP-TA SBS-TA or APP-TA 247.5 Structural Min. 0.25-inch Dens Deck, Dens (Optional) One or more SBS-SA, APP-SA, C-20 None Min. 1.5-inch, min. 2.0 pcf Insulfoam CR-20 CR-20 SBS-SA -240.0 concrete Deck Prime SBS-SA or APP-TA SBS-TA or APP-TA Min. 1.5-inch Ultra -Max or Multi -Max Structural FA-3, min. 1.3-inch ACFoam III or min. Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, C-Z1 concrete None 1.0-inch ISO 95+GL, H-Shield, H-Shield CR-20 Fiber Roof Board CR-20 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA 240.0 CG or ENRGY 3 Structural Min. 2-inch ACFoam II, ENRGY-3 or H Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, C 22 concrete None Shield CR-20 Fiber Roof Board CR-20 SBS SA SBS-SA or APP-TA SBS-TA or APP-TA 247.5 Structural OB Min. 0.25-inch SECUROCK Gypsum- OB (Optional) One or more SBS-SA, APP-SA, C-23 None Min. 2-inch ACFoam II or H-Shield Classic Classic SBS-SA -350.0 concrete (FULL) Fiber Roof Board (FULL) SBS-SA or APP-TA SBS-TA or APP-TA Min. 1.5-inch ACFoam ll, ACFoam III, Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, C-24 ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA7 HA SBS-SA -350.0 concrete Multi -Max FA3 Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-TA ASPHALT AND/ 117696APPLIED SVST iM' t I 7 Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-25 None Min. 2-inch ACFoam II or H-Shield D-I5 D-IS BP -AA SBS-AA 225.0 concrete Fiber Roof Board BP AA Structural Min. 0.25-inch SECUROCK Gypsum (Optional) One or more C-26 None Min. 2-inch ACFoam II or H-Shield D-IS D IS APP-TA APP-TA 232.5 concrete Fiber Roof Board APP TA Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-27 None Min. 2-inch ACFoam If or H-Shield OB500 OB500 BP -AA 585-AA 225.0 concrete Fiber Roof Board BP AA Structural Min, 0.25-inch SECUROCK Gypsum- (Optional) One or more C 28 None Min. 2-inch ACFoam II or H-Shield OB500 OBS00 APP-TA APP-TA -232.5 concrete Fiber Roof Board APP-TA Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C 29 concrete None Min. 2-inch ACFoam II or H-Shield M-OSFA Fiber Roof Board M-OSFA BP -AA BP -AA SBS-AA -225.0 Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-30 None Min. 2-inch ACFoam II or H-Shield M-OSFA M-OSFA APP-TA APP-TA 232.5 concrete Fiber Roof Board APP TA xte-r or esearch ana Design, LLC. d b a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6'" 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 12 of 26 TRINITY ER® TABLE3A <STRUCTU.RALCONCRETEDECKS NEW,CO•NSTRUCTIONoRREROOF TEAR OFF} '. ,,( k ."i ' SYSTEM,T,YPE A;I: BONDED INSULATION; BONDED R00F COVER " }' SEE NOTE 16 FOR VAPOkBARRIER OPTIONS' 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 III or min. Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C 31 concrete None 1.0-inch ISO 95+GL, H-Shield, H-Shield CR-20 Fiber Roof Board CR-20 BP -AA BP AA SBS-AA 225.0 CG or ENRGY 3 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 concrete None 1.0-inch ISO 95+GL, H-Shield, H-Shield CR 20 Fiber Roof Board CR-20 APP-TA APP TA APP-TA 232.5 CG or ENRGY 3 Structural (Optional) Min. 2-inch ACFoam II or H- OB Classic Min. 0.25-inch SECUROCK Gypsum- OB Classic BP -AA (Optional) One or more SBS-AA -225.0 C-33 concrete None Shield (FULL) Fiber Roof Board (FULL) BP -AA Structural (Optional) Min. 2-inch ACFoam II or H- OB Min. 0.25-inch SECUROCK Gypsum- OB (Optional) One or more C-34 concrete None Shield Classic Fiber Roof Board Classic APP-TA APP TA APP-TA -232.5 (FULL) (FULL) Structural Min. 1.5-inch ACFoam II, ACFoam III, Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-35 concrete ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Fiber Roof Board HA BP -AA BP AA SBS-AA -225.0 Multi -Max FA3 Structural Min. 1.5-inch ACFoam II, ACFoam III, Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-36 concrete ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Fiber Roof Board HA APP-TA APP-TA APP-TA -232.5 Multi -Max FA3 (Optional if Structural Min. 0.75-inch FescoBoard using AA Ply) (Optional if using AA 5BS-AA, SBS-TA, C-37 concrete ASTM D41 (homogeneous) HA None N/A One or more Base) One or more BP- APP-TA 277 5 BP -AA AA or APP-TA Structural Min. 1.5-inch ACFoam ll, ACFoam III, (Optional if using AA Ply) (Optional if using AA SBS-AA, SBS-TA, C-38 ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Min. 0.75-inch Fesco Board HA One or more Base) One or more BP- APP-TA -290.0 concrete Multi -Max FA3 AA or APP-TA BP AA (Optional if (Optional if using AA C-39 Structural ASTM D41 Min. 0.5-inch Structodek High Density HA None N/A using AA Ply) Base) One or more BP- SBS-AA, SBS-TA, -285.0 concrete Fiberboard Roof Insulation One or more AA or APP-TA APP-TA BP -AA Structural Min. 1.5-Inch ACFoam II, ACFoam III, Min. 0.5-inch Structodek High (Optional if using AA Ply) (Optional if using AA SBS-AA, SBS-TA, C-40 concrete ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Density Fiberboard Roof Insulation HA One or more Base) One or more BP- APP-TA -480.0 Multi -Max FA3 BP -AA AA or APP-TA x enor esearc an Design, LLC. d/b/a Trinity ) ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ Certificate of Authorization #9503 Gn' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 13 of 26 TRINITYERD TABLE 3A S(RUCTURAL CONCRETE DECKS NEW,CONSTRUCTIgNtiFF) •N,d F} Stt SY$TEMTYY i 80NDED,Ii 'ATIOBQNDEI�'ROC+�COVE({, ::. ;, $EE,NOJE I6 FOR VAPOR BARRIER;ORTIO, System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck Primer Type Attach Type Attach Base Ply Ply Cap Ply (Psi) (Optional if Min, 1.5-inch ACFoam II, ACFoam III, using AA Ply) (Optional if using AA SBS-AA, SBS-TA, C-41 Structural ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Min. 0.25-inch Dens Deck Prime HA One more Base) One or more BP- APP-TA 480.0 concrete Multi -Max FA3 BP -AAA AA or APP-TA (Optional if (Optional if using AA C-42 Structural ASTM D41 Min. 0.25 inch Dens Deck Prime HA None N/A using AA Ply) One or more Base) One or more BP- SBS-AA, SBS-TA, APP-TA 530.0 concrete AA or APP-TA BP AA 1`ABCfx3B<STIUGTURILCONCRETEDECItS NE W CONST WCT1 N �R RE oQF (�E�►i1 OFF) ) i k U I,A1'E ONDED$A5E SFi� qNU� , � S7�NI+7Y4S�'�C'N,0 I S, Y rv,lV 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 ExterforRB�eh and�es}gn, tLC. d b/a Trinity (ERD Evaluation Report A42970.10.12-112 for FL16027-R2 Certificate of Authorization H9503 GTf1 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 14 of 26 t r TRIRIfTY ERD =. TABLE 4A LIGHTWEIGIiTCQNGRETE DECKS ,NEW CONSTRUCTION oR R�ROdF (T�Aa OFFj ,SYSTEM -TYPE A 1r BONDED INSULATIOfJ, BONpED IiQORCdI ER r System Deck Lightweight Base Insulation Layer Coverboard Roof Cover (Note 15) MDP Type Attach Type Attach Base Ply Ply Cap Ply No. (Note 1) Concrete (Note 14) (Psi) SELF-AbHEItINGSYSfkMSNfI'TH+BASEINSULA710MANbOPfIONAL:TOPINSUTATIONOFTHE5AMET9PE: q 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 Insulfoam OB500 layers of base insulation OB500 SBS-SA more SBS-SA SA 120.0 (Optional) One or SBS-SA, APP- LWC-2 Structural Min. 200 psi, min 2- Min. 1.5-inch ACFoam 11, ENRGY 3,150 95+ GL OB500 (Optional) Additional OB500 SBS-SA more SBS-SA or SA, SBS-TA -225.0 concrete inch Elastizell or H-Shield layers of base insulation APP-TA or APP-TA LWC-3 Structural Min. 200 psi, min, Min. 2.0 pcf Insulfoam CR-20 (Optional) Additional CR-20 SBS-SA (Optional) One or SBS-SA, APP- 180.0 concrete 2-inch Elastizell layers of base insulation more SBS-SA SA Structural Min. 00 psi, min. Min. 1.5-inch ACFoam 11, ACFoam III, ENRGY 3, (Optional) Additional (Optional) One or SBS-SA, APP- LWC-4 concrete 2-inch El Elastizell ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max CR-20 layers of base insulation CR-20 SBS-SA more SBS-SA or SA, SBS-TA -180.0 FA3 APP-TA or APP-TA Structural Min. 200 psi, min. (Optional) Additional (Optional) One or SBS-SA, APP LWC-5 concrete 2-inch Ceicore or Min. 2.0 pcf Insulfoam CR-20 layers of base insulation CR-20 SBS-SA more SBS-SA SA 222 5 Mearlcrete Structural Min. 200 psi, min, Min. 1.5-inch ACFoam 11, ACFoam 111, ENRGY 3, (Optional) Additional (Optional) One or SBS-SA, APP- LWC-6 2-inch Ceicore 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 concrete Mearlcrete FA3 APP-TA or APP-TA 7777 i l s SELF ApHERIksySTEi Swr4B4SifNSUTAT�ONANDCOVER610'' Df o 4 (Optional) One or SBS-SA, APP- LWC-7 Structural Min. 200 psi, min 2- Min. 1.5-Inch, min. 2.0 pcf Insulfoam OB500 Min. 0.25-inch SECUROCK OB500 SBS-SA more SBS-SA or SA, SBS-TA -120.0 concrete Inch Elastizell Gypsum -Fiber Roof Board APP-TA or APP-TA (Optional) One or SBS-SA, APP- LWC-8 Structural Min. 200 psi, min 2- Min. 1.5-inch ACFoam 11, ENRGY 3, ISO 95+ GL OB500 Min. 0.25-inch SECUROCK OB500 SBS-SA more SBS-SA or SA, SBS-TA -225.0 concrete inch Elastizell or H-Shield 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- LWC-9 concrete 2-inch Elastizell ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max CR-20 Gypsum Fiber Roof Board CR-20 SBS-SA more SBS-SA or SA, SBS-TA -180.0 FA3 or min. 2.0 pcf Insulfoam APP-TA or APP-TA Structural Min. 200 psi, min. Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3, Min. 0.25-inch SECUROCK (Optional) One or SBS-SA, APP- LWC-10 2-Inch Celcore or ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max CR-20 Gypsum -Fiber Roof Board CR-20 SBS-SA more SBS-SA or SA, SBS-TA -222.5 concrete Mearlcrete FA3 or min. 2.0 pcf Insulfoam APP-TA or APP-TA ,.• t::...,. ,.-,.,, :,, ,, ,.: ..;.: <..:. _,,. A$PHALTAND/(/RTC(iCHAPj?LIERSy�EA+I$ Y , : - ,; ,r- '.,` .,.. a ;z r +� �1 f ^Y� rr "kf.:f. •'�- .'`'' ' L �' ,. ki.hh t:f. f'}, �.< ::•? a M t, Fj' ,.F.<r "x (Optional) One or Structural Min. 200 psi, min 2- Min. 1.5-inch ACFoam II, ENRGY 3, IS 95+ GL OB500 Min. 0.25-inch SECUROCK OBS00 BP -AA, re BP -AA or APP- SBS-AA, SBS- -225.0 LWC-11 concrete inch Elastizell or H-Shield Gypsum -Fiber Roof Board APP-TA TA TA, APP-TA Structural Min. 200 psi, min. Min. 1.5-Inch ACFoam 11, ACFoam III, ENRGY 3, Min. 0.25-inch SECUROCK BP -AA, (Optional) One or SBS-AA, SBS- LWC-12 concrete 2-inch Elastizell ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max CR-20 Gypsum -Fiber Roof Board CR-20 APP-TA more BP -AA or APP- TA, APP-TA -180.0 FA3 or min. 2.0 pcf Insulfoam TA __ _ _--- -EsrttYliY esearc and`Des gn, LLC. a/b/a Trinity!ERD Certificate of Authorization k9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-112 for FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 15 of 26 x TRINITY. . ERD TABLE4A,.LIGHTWEIGHT,CONCRETE-DECKS=NEW,CONSTRUCTIONoRREROOF(TEAR-OFF)'- `�SYSTEM TYPE A-1s BONDED IN' &� iION; BONDED f;dOPCOVER „ • ; `', System Deck Lightweight Base Insulation Layer Coverboard Roof Cover (Note 15) MDP Type Attach Type Attach Base Ply Ply Cap Ply No. (Note 1) Concrete (Note 14) (psf) Min. 200 psi, min. Min. 1.5-inch ACFoam Il, ACFoam III, ENRGY 3, (Optional) One or LWC-13 Structural 2-inch Celcore or 150 95+ GL, H-Shield, H-Shield CG, Multi -Max CR-20 Min. 0.25-inch SECUROCK CR-20 BP -AA, more BP -AA or APP- SBS-AA, SBS- 222.5 concrete Mearlcrete FA3 or min. 2.0 pcf Insulfoam Gypsum -Fiber Roof Board APP TA TA TA, PI TABtE$B LIGHTWEIGHT CONCRETE DECKS NEW CONSTRUCTI0 bil REROOF(TEAR OFFj� SYSTENITYPEA?Z tMECHANICALLYATTdGHED'ANCNOR5HEETBONDEt}INSULgTIQN,BONDEbROOFCOVER Deck Lightweight Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) System Concrete MDP No. (Note 1) (Note 14) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 1.5-inch 7-inch o.c. at (Optional) Min. Thermaroof Composite, Min. 22 ga., 4-inch lap and 1.5-inch Polytherm Composite or (Optional if Type B, Min. 300 psi (Optional if using AA Base) LWC-14 vented steel Approved GAFGLAS OMG CR 7-inch o.c. in ACFoam II, H- HA min. 0.5-inch Structodek HA using AA Ply) One or more SBS-AA, SBS- -45.0 q75 BSF two, equally Shield, Multi- High Density Fiberboard TA, APP-TA at max. 5 ft cellular LWC spaced center Max FA3 or Roof Insulation or min. BP -AA or APP- spans rows Polytherm 0.75-inch FescoBoard TA TA (homogeneous) Min. 22 ga., 7-inch o.c. at Min. 1.5-inch 4-inch lap and Type B, Min. 300 psi ACFoam II, H- (Optional) One SBS-SA, APP- LWC-15 vented steel Approved GAFGLAS OMG CR 7-inch o.c. in Shield, Multi- HA None N/A SBS-SA or more SBS-SA SA, SBS-TA -45.0 i375 BSF two, equally at max. 5 ft cellular LWC spaced center Max FA3 or or APP-TA or APP-TA spans Polytherm rows .�Ext£tiorResearch:and-Dinigmi /6JaTrinr y fD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization t#9503 6 "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 16 of 26 TRINI J TYIERD 'TABLE4C: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION 6A-RERQj0F (TEAR-O.FF) SYSTEM TYPE EE, MECHANICALLYATTACHElYBASE SHEET;RONDEDAOOF COVER Base Sheet (Note A below) Roof Cover (Note is) System Deck Lightweight Concrete (Note 14) MDP Type No. (Note 1) Fasteners Attach Base Ply Cap Ply (Psf) (Note A) 'GENERIC CELLULAR LIGHTWEIGHT INSULATING'td�NCRiiE:-".,"--,, Min. 300 psi, min. 2-inch thick cellular Min. 22 ga., type B steel LWC. Note: To qualify the LWIC under this 7-inch o.c. in a 3-inch lap and 7-inch o.c. in (optional) LWC-16 at max 5 ft spans or assembly, an OMG CR BPF shall achieve B3 OMG CR BPF two, equally spaced, staggered rows in the One or more SBS-AA, APP- -45.0 structural concrete an average withdrawal of53 Iff when field of the sheet BP -AA TA tested per TAS 105 orANSIISPRI FX-1 CELCORE CELLULAR LIGHTWEIGOTINSULATING CINCRETE:,',:,,1 4 1 Min. 0.0179-inch Tensilform 5-75 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 B1, B2, B3 or B7 two, equally spaced, staggered rows in the SBS-AA -37.5 75 at max. 5 ft spans or OMG CR BPF field of the sheet BP -AA structural concrete Min. 22 ga., type B steel 7-inch o.c. in a 3-inch lap and 7-inch o.c. in LWC-18 at max 5 ft spans or Min. 200 psi, min. 2-inch thick Celcore 131 through B12 Trufast FM-90 or two, equally spaced, staggered rows in the One or more SBS-AA -45.0 structural concrete OMG CR BPF field of the sheet BP AA Min. 26 ga., type HF B1, B2, B3, B4, 9-inch o.c. in a 3-inch lap and 9-inch o.c. in LWC-19 steel at max 5 ft spans Min. 225 psi, min. 2-inch thick Celcore MF B7, B8, B10, B11 OMG CR BPF two, equally spaced, staggered rows in the One or more SBS-AA -45.0 or structural concrete or B12 field of the sheet BP -AA Min. 22 ga., type B steel B1, B2, B3, B4, 7-inch o.c. in a 3-inch lap and 14-inch o.c. in LWC-20 at max 6 ft spans or Min. 225 psi, min. 2-inch thick Celcore MF B7, B8, B10, B11 OMG CR BPF two, equally spaced, staggered rows in the One or more SBS-AA -45.0 structural concrete or B12 field of the sheet BP AA Min. 22 ga., type B steel B1, B2, B3, B4, 9-inch o.c. in a 3-inch lap and 9-inch o.c. in LWC-21 at max 6 ft spans or Min. 225 psi, min. 2-inch thick Celcore MF B7, B8, B10, B11 OMG CR BPF two, equally spaced, staggered rows in the One or more SBS-AA -45.0 structural concrete or B12 field of the sheet BP -AA Min. 22 ga., type B steel Trufast Twin Loc- 9-inch o.c. in a 4-inch lap and 18-inch o.c. in One or more SBS-AA, SBS- LWC-22 at max 5 ft spans or Min. 225 psi, min. 2-inch thick Celcore MF BI or B2 Nail two, equally spaced, staggered rows in the BP -AA or APP- TA APP-TA -45.0 structural concrete field of the sheet TA or Min. 22 ga., type B steel 82 (with poly- Trufast Twin Loc- 9-inch o.c. in a 4-inch lap and 18-inch o.c. in One or more SBS-SA, APP- LWC-23 at max 5 ft spans or Min. 225 psi, min. 2-inch thick Celcore MF two, 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 8-inch o.c. in BP -AA or APP- SBS-AA, SBS- 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 -60.0 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, APP- 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 SBS-SA or SA, SBS-TA -60.0 structural concrete I APP-TA -gor-APP-TA— : .---ExteAo"esearch:5—nd e n_,LI:C.-d/b75­trinity ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6"' 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 17 of 26 TRINITY ERD TABLE4Cd, LIGHTWEIG.HTCONCRETE DECKS '`NEW CONSTRUCTIQN oR REROCIF"(TEAg=OFF) SYSTEMTYPEE: MECHANICALLY'ATTACHED'BASESHEET;BONDEDROOF COVER Base Sheet (Note A below) Roof Cover (Note 15) System Deck Lightweight Concrete (Note 14) MDP Type No. (Note 1) Fasteners Attach Base Ply Cap Ply (Psf) (Note A) Min. 22 ga., type B steel Trufast FM-90 or 7-inch o.c. in a 3-inch lap and 7-inch o.c. in One or more LWC-26 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Celcore Bl through B12 two, equally spaced, staggered rows in the SBS-AA -75.0 structural concrete OMG CR BPF field of the sheet BP AA Min. 22 ga., type B steel LWC-27 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Celcore MF Polyglass Trufast FM-260 10-inch o.c. in a 4-inch lap and 10-inch o.c. in (Optional) BP- SBS-AA, SBS- -90.0 structural concrete Elastobase Poly three equally spaced, staggered center rows AA or APP-TA TA, APP-TA ELASTIZELLCELLULARLiG*HTWEIGHTINSULATINGCONCRETE.<u •- '' '• .. ,,. +. s , ,. ,� a , ," y, >..`; } .�;" 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 75-inch o.c. One or more SBS-AA, SBS- LWC-28 0.0205-inch Tensilform Bl through B12 in two, equally spaced, staggered rows in the BP -AA or APP- -30.0 75 at max. S ft spans or Range II OMG CR BPF field of the sheet TA TA or APP-TA structural concrete Min. 0.0179-inch Tensilform 5-75 or min. 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 Min. 200 psi, min. 2-inch thick Elastizell 82 (with poly- Trufast FM-90 or in two, equally spaced, staggered rows in the SB5-SA or SA, SBS-TA -30.0 75 at max. 5 ft spans or Range II 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 81 through B12 two, equally spaced, staggered rows in the BP -AA or APP- -45.0 structural concrete Range II OMG CR BPF field of the sheet TA TA or APP-TA Min. 22 ga., type B steel Min. 200 psi, min. 2-inch thick Elastizell B2 (with poly- Trufast FM-90 or 7-Inch o.c. in a 3-inch lap and 7-inch o.c. in One or more SBS-SA, APP- LWC-31 at max 5 ft spans or Range If film top surface) OMG CR BPF two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -45.0 structural concrete field of the sheet APP-TA or APP-TA Min. 22 ga., type B steel Min. 350 psi, min. 2-inch thick Elastizell Trufast Twin Loc- 6-inch o.c. in a 4-inch lap and 6-inch o.c. in SBS-AA, SBS- LWC-32 at max 5 It spans or with Zell -Crete Fibers, supple -mentally B2 Nails (min. 1.8- three, equally spaced, staggered rows in the One or more TA, SBS-SA, -60.0 structural concrete attached with Roofgrip #21 and 3-inch inch) field of the sheet BP -AA APP-TA or plates at 1 per 8 ft2 APP-SA Min. 350 psi, min. 2-inch thick Elastizell Min. 22 ga., type B steel with Zell -Crete Fibers, supple -mentally B2 (with poly- Trufast Twin Loc- 6-inch o.c. in a 4-inch lap and 6-inch o.c. in SBS-SA or SBS-SA, APP- LWC-33 at max 5 ft spans or Nails (min. 1.8- three, equally spaced, staggered rows in the SA, 585-TA -60.0 attached with Roofgrip #21 and 3-inch film top surface) APP-TA structural concrete plates at 1 per 8 ft2 inch) field of the sheet or APP-TA MEA' ETECELLULARLIGHTWEIGRTINSULATING,CONCRETE Min. 24 ga., type B steel Trufast FM-90 or 7.5-inch o.c. in a 3-inch lap and 10-inch o.c. One or more LWC-34 at max 5 ft spans or Min. 200 psi, min. 2-inch thick Mearlcrete Bl through B12 in two, equally spaced, staggered rows in the SBS-AA 30.0 structural concrete OMG CR BPF field of the sheet BP AA =Py �r�n z esearch:-t)Ti eestgn�t"/b' nmty`jERD Evaluation Report A42970.10.12-R2 for FL16027-RZ Certificate of Authorization #9503 6r" 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 1S of 26 �S TRINITY' ERD ,TABLE,4C:` LIGHTWEIGHT CONCRETE DECKS NEW CONSTRUCTIONoR REROOF,(TI=AR-OFF)` = SYSTEMTYPEE: MECHANIGALL'Y-ATTACHED'6ASE5HEET,,BONDED..RODFGOVEV'C , System Deck Base Sheet (Note A below) Roof Cover (Note 15) No. (Note 1) Lightweight Concrete (Note 14) MDP Type (Note A) Fasteners Attach Base Ply Cap Ply (Psf) LWC-35 Min. 22 ga., type B steel at max 5 ft spans or Min. 300 psi, min. 2-inch thick Mearlcrete B1, B2 or B12 Trufast FM-90 or 7-inch o.c. in a 4-inch lap and 7-inch o.c. in two, equally spaced, staggered rows in the One or more BP SBS-AA, SBS- structural concrete OMG CR BPF field of the sheet -AA or APP- TA TA or APP-TA 45.0 LWC-36 Min. 22 ga., type B steel at max 5 ft spans or Min. 300 psi, min. 2-inch thick Mearlcrete B2 (with poly- Trufast FM-90 or 7-inch o.c. in a 4-inch lap and 7-inch o.c. in One or more SBS-SA, APP- structural concrete film top surface) OMG CR BPF two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -45.0 field of the sheet APP-TA or APP-TA LWC-37 Min. 22 ga., type B steel at max 5 ft spans or Min. 300 psi, min. 2-inch thick Mearlcrete 61, 82, B3, 87 or Trufast FM-90 or 7-inch o.c. in a 4-inch lap and 7-inch o.c. in One'or more SBS-AA, SBS- structural concrete B11 OMG CR BPF two, equally spaced, staggered rows in the BP -AA or APP- TA or APP-TA -52.5 field of the sheet TA LWC-38 Min. 22 ga., type B steel at max 5 ft spans or Min. 300 psi, min. 2-inch thick Mearlcrete B2 (with poly- Trufast FM-90 or 7-inch o.c. in a 4-inch lap and 7-inch o.c. in One or more SBS-SA, APP- structural concrete film top surface) OMG CR BPF two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -52.5 field of the sheet APP-TA or APP-TA A. Base Sheets options are coded as follows: Y Bl: Polyglass G2 Base; 82: Polyglass Elostobase or Polyglass Elostobase Poly; B3: GAFGLAS #75; B4: GAFGLAS Strotavent Nailable Venting Base Sheet; B5: GAFGLAS Ply 4; B6: GAFGLAS FlexPly 6; B7: JM Perma Ply No. 28; B8: JM Vensulation; B9: JM GlasPly IV, B10: JM G1asPly Premier; B11: Tamko Glass -Base; B12: Tamko Vapor -Chan i r`n Evaluation Report A42970.10.12-R2 for FL36027-R2 tertlficate of Authorization #9503 6T` EDITION (2017) FBC NON-HVHZ EVALUATION Revision Z: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 19 of 26 ERD TRINITY ( TABLE SArCEMENTITIOUSWOOD;FIBEKDECKS . NEW CONSTRUCTION gR REROOR(TEdR-OFF) " SYSTEM .TYPE A-1 BON1DED'1NS1jI:ATlON;BONDEDROOFCOVER%,- 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. 0.25-inch Dens Deck, Dens Deck Prime, Min. 1.5-inch ACFoam II, (Optional) One or Min. 2.5-inch Tectum D-IS or SECUROCK Gypsum -Fiber Roof Board or min. 0.5- D-IS or SBS-AA, SBS-TA, CWF-1 plank or Tectum LS Plank ISO ld, OB500 inch Structodek High Density Fiberboard Roof OB500 BP -AA more BP -AA or APP APP TA 45.0 therm, ENRGH-Shi Polytherm, ENRGY-3 TA Insulation Min. 2.5-inch Tectum Min. 1.5-inch ACFoam II, D-IS or Min. 0.25-inch Dens Deck, Dens Deck Prime, D-IS or SBS-SA or (Optional) One or SBS-TA, SBS-SA, CWF-2 Plank or Tectum LS Plank ISO 95+GL, H-Shield, OB500 SECUROCK Gypsum -Fiber Roof Board OB500 APP-TA more SBS-SA or App-TA, APP-SA -45.0 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 SECUROCK Gypsum -Fiber Roof Board or min. 0.5- SBS-AA, SBS-TA, CWF-3 Plank or Tectum LS Plank ISO 95+GL, H-Shield, CR-20 inch Structodek High Density Fiberboard Roof CR-20 BP -AA more BP -AA or APP- APP-TA -52.5 Polytherm, ENRGY-3 Insulation TA Min. 2.5-inch Tectum Min. 1.5-inch ACFoam Il, Min. 0.25-inch Dens Deck, Dens Deck Prime, SBS-SA or (Optional) One or SBS-TA, SBS-SA, CWF-4 Plank or Tectum LS Plank ISO 95+GL, H-Shield, CR-20 SECUROCK Gypsum -Fiber Roof Board CR-20 APP TA more SBS-SA or APP TA APP SA -52.5 Polytherm, ENRGY-3 APP-TA = FY Or -Research an& esign;t[C dlb a runty ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVH2 EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 20 of 26 - TRINITYERD TABLES B:.CEMENTlTIOUS WOOD FIBER DECKS -NEW CONSTRUCTION OR REROOF (TE,aR-OFF) SYSTEMTYPE A=2: MECHANI'GALLY.ATTACHED ANCHOR --SHEET, BONDED INSUL'ATION,,BONDED ROOF COVER' System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP No. (Note 1) Type Fastener Attach Type Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 0.25-inch Dens Deck, Dens Min. 2.5-inch Polyglass 9-inch o.c. in 4-inch Min. 1.5-inch ACFoam II, ACFoam Deck Prime, SECUROCK Gypsum - (Optional) Elastobase, Trufast lap and 12-inch o.c. Fiber Roof Board, Min. 0.75-inch SBS-AA, CWF-5 Tectum Plank Polyglass Inuldek in two, equally III, H-RGY HA FescoBoard (homogeneous) or HA BP -AA One more SBS-TA, -30.0` or Tectum LS Elastobase Poly, Loc-Nail spaced, staggered Shield, EN , ENRGY 3, min. 0.5-inch Structodek High BP -AAA or APP-TA Plank Polyglass G2 Base center rows Polytherm or Multi- Density Fiberboard Roof APP TA Max FA3 Insulation Polyglass 9-inch o.c. in 4-inch Min. 1.5-inch Min. 2.5-inch Elastobase, Trufast lap and 12-inch o.c. ACFoam ll, ACFoam Min. 0.25-inch Dens Deck, Dens SBS-SA (Optional) SBS-TA, CWF-6 Tectum Plank Polyglass Inuldek in two, equally III, ISO95+GL, H- HA Deck Prime, SECUROCK Gypsum- HA or APP- One or more SBS-SA, -30.0` or Tectum LS Elastobase Poly, Loc-Nail spaced, staggered Shield, ENRGY 3, Fiber Roof Board TA SBS-SA or APP-TA, Plank Polytherm or Multi- APP-TA APP-SA Polyglass G2 Base center rows Max FA3 Min. 0.25-inch Dens Deck, Dens Polyglass 9-inch o.c. in 4-inch Min. 1.5-inch ACFoam II, ACFoam Deck Prime, SECUROCK Gypsum - (Optional) Min. 2.5-inch Elastobase, Trufast lap and 18-inch o.c. Fiber Roof Board, Min. 0.75-inch SBS-AA, CWF-7 Tectum Plank Polyglass Twin in two, equally III, H- HA FescoBoard (homogeneous) or HA BP -AA One more SBS-TA, -45.0` or Tectum LS Elastobase Poly, Lac -Nail spaced, staggered Shield, ENRGY 3, ShieISOld, ENRGY min. 0.5-inch Structodek High A BP -AA or APP-TA Plank Polyglass G2 Base center rows Polytherm or Multi- Density Fiberboard Roof APP TA Max FA3 Insulation Min. 1.5-inch Min. 2.5-inch Polyglass 9-inch o.c. in 4-inch ACFoam II, ACFoam (Optional) SBS-TA, Tectum Plank Elastobase, Trufast lap and 18-inch o.c. III, ISO95+GL, H- Min. 0.25-inch Dens Deck, Dens SBS-SA One or more SBS-SA, CWF-8 Polyglass Twin in two, equally HA Deck Prime, SECUROCK Gypsum- HA or APP- -45.0` or Tectum LS Elastobase Poly, Loc-Nail spaced, staggered Shield, ENRGY 3, Fiber Roof Board TA SBS-SA or APP-TA, Plank Polytherm or Multi- APP-TA APP-SA Polyglass G2 Base center rows Max FA3 �Exter�or-Research and sign CLrdJ6Ja Trinity ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6"' EDITION (2017) FBC NON-HVH2 EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 21 of 26 n it TRINITY : ERD TABLE 56.• EMENTITIOUS,WOOD FIBER DECKS— NEW CONSTRUCTI9N,4RER0OF, (TFAR-OFF) oR RECOVER. - SYSTEIVITYPE E' MECHANICALLY ATTACHED BASE INSULATION; BONUEDTOP INSUL'ATIONi SONDED RQOF CODER; ' . x • ,: System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note 1) Type Fasteners Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 2.5-inch Min. 2-inch H- OMG Polymer GypTec Plate Min. 0.5-inch Structodek (Optional using (Optional if using AA SBS-AA, CWF--9 Tectum Plank or Shield or with Polymer GypTec or TruFast 1 per 4 ft' High Density Fiberboard HA - AA AA Pl y) BP Base) One or more BP -AA SBS-TA, -45.0* Tectum LS Plank Polytherm TL 3 in. Plate with TL Fastener Roof Insulation or APP-TA APP-TA -TABLESD ;CEMENTITIOUSWOOD'FIBERDECK '.=NEWCONSTRUCTION,REROOF(TEAR OFF 8k.RECOVERr SYSTEM 7YPEC IMECHANICALLY ATTACHED'INSULATION BONDEb R(70F COVER ° System Tap Insulation Layer Roof Cover (Note 15) MDP Deck (Nate 1) Base Insulation Layer Type Fasteners Attach Base Ply Ply Cap Ply No. (psf) Min. 2.5-inch (Optional) One or Min. 0.25-inch Dens Deck, Dens Deck Prime (Optional if using AA SBS-AA, WF-10 Tectum Plank or mare layers; any or SECUROCK Gypsum -Fiber Roof Board or Trufast Twin Loc-Nails a 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 . JABLESE ,CEMENTITIOUS WOODFIBER DECKS NEW CONSTRUCTIONo� RER00F;(T FF � • ' ; ' ' .. •:. .. , ., ., .� � a• , ,. �. a <... y ... .� . �SYSTEMTYPEEgNOMINSUIATEEj�VIECHdNiCALLYATTACHED'BASESHEET,BONDED,ROOFCOVERs System Base Sheet Roof Cover (Note 15) MDP Deck (Note 1) Base Fasteners Attach Base Ply Cap Ply No. (psf) Min. 2.5-inch Tectum Plank Polyglass Elastobase, Polyglass Elastobase Trufast Inuldek 9-inch o.c. in 4-inch lap and 12-inch o.c. in two, (Optional) One or SBS-AA, SBS-TA, 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 30.0 * 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, CWF-12 or Tectum LS Plank Poly, Polyglass G2 Base Nails equally spaced, staggered center rows more BP -AA or APP-TA APP-TA 45.0 * Ext4rior-Research=awn DesigrftEC�T/b7a Trinity I E R D Evaluation Report A42970.10.12-R2 for FL16027-RZ Certificate of Authorization tf9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (900) 516-1485 Appendix 1, Page 22 of 26 TRINITY `ERA TABLE 6A:; GYPSUM DECKS= REROOF (TEAR -'OFF), -SYSTEM TYPEA"l-'BONDEDINSULATION,BONDED ROOF MVER" System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Notes 1 & 12) (psf) Type Attach Type Attach Base Ply Ply Cap Ply G-1 Existing, sound poured gypsum Min. 2.0 pcf, Insulfoam OB500 (Optional) additional layers(s) of base OB500 SBS-SA (Optional) One SBS-SA, APP-SA 112.5 or gypsum plank deck insulation or more SBS-SA (Optional) One Existing, sound poured gypsum Min. 1.5-inch ACFoam II, ENRGY 3 or (Optional) additional layers(s) of base SBS-SA, APP-SA, G 2 or gypsum plank deck H-Shield OB500 insulation OB500 SBS-SA or more SBS-SA SBS-TA or APP-TA -112,5 or APP-TA (Optional) One G-3 Existing, sound poured gypsum Min. 1.5-inch ACFoam II, ENRGY 3 or OB500 Min. 0.25-inch SECUROCK Gypsum- OB500 SBS-SA more BS-SA or more S SBS-SA, APP-SA, -112.5 or gypsum plank deck H-Shield or min. 2.0 pcf, Insulfoam Fiber Roof Board or APP-Existing, SBS-TA or APP-TA (Optional) additional layers(s) of base (Optional) One G-4 sound poured gypsum Min. 1.5-inch ACFoam II, ENRGY 3, M-OSFA insulation and/or min. 0.25-Inch M-OSFA SBS-SA or more SBS-SA SBS-SA, APP-SA, -202.5 or gypsum plank deck H-Shield or Multi -Max FA3 SECUROCK Gypsum -Fiber Roof Board or APP-TA SBS-TA or APP-TA G-5 Existing, sound poured gypsum Min. 1.5-inch, min. 2.0 pcf Insulfoam CR-20 (Optional) additional layers of base CR-20 SBS-SA (Optional) One SBS-SA, APP-SA -240.0 or gypsum plank deck insulation or more SBS-SA (Optional) One G-6 Existing, sound poured gypsum Min. 1.5-inch, min. 2.0 pcf Insulfoam CR-20 Min. 0.25-inch SECUROCK Gypsum- CR-20 SBS-SA or more SBS-SA SBS-SA, APP-SA, -240.0 or gypsum plank deck Fiber Roof Board or APP-TA SBS-TA or APP-TA (Optional (Optional if using Existing, sound poured gypsum Min. 0.25-inch Dens Deck, Dens if using AA Base) One or SBS-AA, SBS-TA, G 7 or gypsum plank deck Deck Prime or SECUROCK Gypsum- CR-20 None N/A AA Ply) more BP -AA or APP-TA -245.0 Fiber Roof Board BP -AA APP-TA Existing, sound poured gypsum Min. 1.5-inch ACFoam ll, ACFoam III, (Optional) additional layers(s) of base (Optional) One SBS-SA, APP-SA, G 8 ENRGY 3, H-Shield, H-Shield CG or CR-20 insulation and/or min. 0.25-inch CR-20 SBS-SA or more SBS-SA -257.5 or gypsum plank deck Multi -Max FA3 SECUROCK Gypsum -Fiber Roof Board or APP-TA SBS-TA or APP-TA _-Extg#4Lftsearch-and-Design; LLC: d%6%a'Trinity')ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization k9503 6"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) S16-148S Appendix 1, Page 23 of 26 I 1 TRINITY ERD I TABLE,6B: GYPSUMDECKS-REROOFITEAR-OFF),..- SYSTEM TYPE A-2. IUIECHANICALLY ATTACHED'ANCHOR SHEET, BONDED; INSULATION; BONDED ROOFCOVER Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) System Deck MDP 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 Existing, sound Elastobase, Trufast FM- inch lap and 18- ACFoam II, ACFoam Fiber Roof Board, Min. 0.75-inch (Optional) SBS-AA, G-9. poured gypsum Polyglass 75 or FM- inch o.c. in two, III, 1SO95+GL, H- HA FescoBoard (homogeneous) or HA BP -AA One or more SBS-TA, -45.0* or gypsum Elastobase Poly, 90 or Twin equally spaced, Shield, ENRGY 3, min. 0.5-inch Structodek High BP -AA or APP-TA plank deck Polyglass G2 Base Loc-Nails staggered center Polytherm or Multi- Density Fiberboard Roof APP TA rows Max FA3, Insulation :. :7ABLE6C:�GYPSUM DECKS —RERObF.(TEAR-OFF).OR RECOVER, ; . SYSTEMTYPE,C .MECHANICALLY'ATTACHED,INSULATION, BONDED ROOFCOVER! System Base Insulation Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note 1) Layer (psf) Type Fasteners (Note 11) Attach Base Ply Ply Cap Ply 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 (Optional if using AA Base) One SBS-AA, SBS- G-10 poured gypsum or combination, loose Roof Board or min. 0.5-inch. Nails (min. 1-inch 1 per 2 ft' using AA Ply) or more BP or APP-TA TA, APP-TA -45.0* gypsum plank deck laid Structodek High Density Fiberboard embedment) BP -AA Roof Insulation Y•TEA tGYPSUMDECKS _REROOF,( R OFF) % TABLE6D yn sir 4 =- : ;SYSTEM TYPE E sNON INSULATED;;MECHANICALLY ATTACHED`B k SHEET; BONDED ROOF COVER' ` s i ` ; ;•'_ System Base Sheet Roof Cover (Note 15) MOP No. Deck (Note i) Base Fasteners (Note 11) Attach Base Ply Cap Ply (psf) 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, 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 45.0* plank deck _ExteriaL-Research=and-Design; LEC�/b a Trinity I ERD Evaluation Report A42970.10.12-R2 for F1.16027-132 _Certificate of Authorization #9S03 6"' 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 24 bf 26 3 TRINITY . ERQ TABLE.7A:. RECOVER APPLICATIONS SYSTEM+TYPEA=1: BONDEbINSULATION,BONDEDROOFCOVER System Base Insulation Layer Top Insulation Layer I Roof Cover (Note 15) MDP No. Substrate Type Attach Type Attach Base Ply Ply Cap Ply (psf) (Optional) additional layers(s) of base R-1 Existing Min. 1.5-inch Multi -Max FA3 D-15 insulation and/or min. 0.25-inch D-IS SBS-SA (Optional) One or more SBS-SA, APP-SA, -67.5 asphaltic roof = SECUROCK Gypsum -Fiber Roof Board SBS-SA or APP-TA SBS TA or APP-TA Existing (Optional) additional layers(s) of base (Optional) One or more R 2 asphaltic roof Min. 2.0 pcf Insulfoam D-IS insulation D-IS SBS-SA SBS-SA SBS-SA, APP-SA 90.0 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 Insulfoam D-IS I Roof Board D-I5 SBS-SA I SBS-SA or APP-TA SBS-TA or APP-TA -90.0 Existing (Optional) additional layers(s) of base (Optional) One more SBS-SA, APP-SA, R 4 Min. 1.5-inch ACFoam II or ENRGY 3 D-IS insulation and/or min. 0.25-inch D-IS SBS-SA -90.0 asphaltic roof SECUROCK Gypsum -Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-TA Existing (Optional) additional layers of base (Optional) One or more R-5 asphaltic roof Min. 1.5-inch, min. 2.0 pcf Insulfoam OB500 insulation OB500 SBS-SA SBS-SA SBS-SA, APP-SA -120.0 Existing Min. 0.25-inch SECUROCK Gypsum -Fiber (Optional) One or more SBS-SA, APP-SA, R-6 Min. 1.5-inch, min. 2.0 pcf Insulfoam OB500 OB500 SBS-SA -120.0 asphaltic roof Roof Board SBS-SA or APP-TA SBS-TA or APP-TA Existing Min. 1.5-inch ACFoam II, ENRGY 3 or H (optional) additional layers(s) of base (Optional) One more SBS-SA, APP-SA, R 7 OB500 insulation and/or min. 0.25-inch OB500 SBS-SA -127.5 asphaltic roof Shield SBS-SA or APP-TA SBS-TA or APP-TA SECUROCK Gypsum -Fiber Roof Board (Optional) additional layers(s) of baseM- R 8 Existing Min. 1.5-inch ACFoam II, ENRGY 3, H- M- insulation and/or min. 0.25-inch SBS-SA (Optional) One or more SBS-SA, APP-SA, -157.5 asphaltic roof Shield or Multi -Max FA3 OSFA SECUROCK Gypsum -Fiber Roof Board OSFA SBS-SA or APP-TA SBS-TA or APP-TA Existing (Optional) additional layers(s) of base (Optional) One or more R 9 asphaltic roof Min. 2.0 pcf Insulfoam CR-20 insulation CR-20 SBS-SA SBS-SA SBS-SA, APP-SA 240.0 Existing Min. 0.25-inch SECUROCK Gypsum -Fiber (Optional) One or more SBS-SA, APP-SA, R-10 asphaltic roof Min. 2.0 pcf Insulfoam CR-20 Roof Board CR-20 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA 240.0 Min. 1.5-inch Ultra -Max or Multi -Max FA-3, (Optional) additional layers(s) of base R-11 Existing min. 1.3-inch ACFoam III or min, 1.0-inch CR-20 insulation and/or min. 0.25-inch CR-20 SBS-SA (Optional) One or more SBS-SA, APP-SA, -240.0 asphaltic roof ISO 95+GL, H-Shield, H-Shield CG or ENRGY SECUROCK Gypsum -Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-TA 3 Existing (Optional) additional layers(s) of base (Optional) One or more SBS-SA, APP-SA, R-12 Min. 2-inch ACFoam 11, ENRGY-3 or H-Shield CR-20 insulation and/or min. 0.25-inch CR-20 SBS-SA 247.5 asphaltic roof SECUROCK Gypsum -Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-TA Existing Min. 0.25-inch Dens Deck, Dens Deck BP -AA SBS- (Optional) One or more SBS-AA, SBS-TA or R-13 asphaltic roof Min. 1.5-inch Multi -Max FA3 D-IS Prime or SECUROCK Gypsum -Fiber Roof D-IS SA, APP-TA BP -AA or APP-TA APP-TA -67.5 Board R-14 Existing Min. 1.5-inch ACFoam II or ENRGY 3 or min. D-IS Min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK Gypsum -Fiber Roof D-IS BP -AA SBS- I (Optional) One or more - SBS-AA, SBS-TA-or- _- -: '90.0 asphaltic roof 2.0 pcf Insulfoam SA,APP_TA= BElhA=or-APPTA APP-TA Board _ ExteLior=Research=and=Desigri - d Trinity (ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 GT"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 25 of 26 x - TRINITY; ER® TABLE,7A;•RECOVERAPPLICATIONS SYSTEIWTYPEA-1c BONDED INSULATION;BONDEDROOFCOVER 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-15 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 R-16 asphaltic roof or Multi -Max FA3 OSFA Roof Board OSFA SA, APP-TA BP -AA or APP-TA APP-TA -157.5 Min. 1.5-inch Ultra -Max or Multi -Max FA-3, Existing min. 1.3-inch ACFoam III or min. 1.0-inch Min. 0.25-inch SECUROCK Gypsum -Fiber (Optional) One or more R-17 asphaltic roof ISO 95+GL, H-Shield, H-Shield CG or ENRGY CR-20 Roof Board CR-20 BP -AA BP -AA SBS-AA -225.0 3 or min. 2.0 pcf Insulfoam Min. 1.5-inch Ultra -Max or Multi -Max FA-3, 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 k TABLEJB'RECOVERAPPLICATIONS r r x "• ' SYSTEWTYPEF NON'wINSULATEDrBONDEDBASESHEETSBONDEDROOFtiCOVERi r. n System Roof Cover (Note 15) MDP No. Deck Primer Base Ply Ply Cap Ply (Psf) R 19 Existing ASTM D41 BP -AA (Optional if using asphalt applied Ply) (Optional if using asphalt applied Base) BP -AA or APP-TA SBS-AA, SBS-TA, APP-TA -45.0 asphaltic roof —Ex teriat_Resemct€and4lesigrr, CtL. 1j bJa runty ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ Certificate of Authorization 49503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 26 of 26 t