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HomeMy WebLinkAboutREVISION-Product Approvals, Modified Bitumen NEMO|etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION REPORT Beacon Sales Acquisition, Inc. 505 Huntmar Park Drive, Suite 300 Herndon, VA 20170 (610) 893-5400 Evaluation Report 1m-CTR-19-FBCER.08.19-R1 FL30268-R1 Date of Issuance: 08/13/2019 Revision 1: 03/23/2020 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 of 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. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO|etc. 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 “NEMO|etc. 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 45-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 03/23/2020. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC 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. NEMO ETC, LLC 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 produ cts for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO|etc. 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. ©2018, NEMO ETC, LLC NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL30268-R1 TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Revision 1: 03/23/2020 Page 2 of 4 ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: TRI-BUILT Modified Bitumen Roof Systems, as produced by Beacon Sales Acquisition, Inc., 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 1507.1.1 Physical properties ASTM D1970 2015 1507.10.2 Physical properties ASTM D4601 2012 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 3. REFERENCES: Entity Examination Reference Date NEMO Evaluation Report 3520.03.04-R24 06/20/2019 NEMO Cross-Reference FBC Product Cross Listing 06/24/2019 NEMO Cross-Reference FBC Product Cross Listing 03/23/2020 UL, LLC. (QUA9625) Quality Assurance Service Confirmation, R11656 11/13/2019 4. PRODUCT DESCRIPTION: This Evaluation Report covers TRI-BUILT Modified Bitumen Roof Systems installed in accordance with Beacon Sales Acquisition, Inc. published installation instructions and the Limitations / Conditions of Use herein. The following products make up the subject systems. TABLE 1: ROLL-GOODS FOR TRI-BUILT MODIFIED BITUMEN ROOF SYSTEMS TYPE PRODUCT SPECIFICATION REFERENCE GRADE TYPE Base Sheets TRI-BUILT SA Nailbase ASTM D4601 N/A II TRI-BUILT FB Base Sheet 3 SQ ASTM D4601 N/A II Base Ply TRI-BUILT SA Plybase ASTM D1970 N/A N/A TRI-BUILT SAT Base ASTM D1970 N/A N/A TRI-BUILT Smooth Torch ASTM D6222 S I Cap Ply TRI-BUILT SA Cap ASTM D6164 G I TRI-BUILT SBS Cap ASTM D6164 G I TRI-BUILT Smooth Torch ASTM D6222 S I TRI-BUILT Granulated Torch ASTM D6222 G I NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL30268-R1 TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Revision 1: 03/23/2020 Page 3 of 4 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO|etc. 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 HVHZ jurisdictions. 5.3 This Evaluation Report does not purport to address codified fire requirements. 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. 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. For non- Beacon Sales Acquisition, Inc. components listed within wind uplift rated assemblies in Appendix 1, refer to the Product Approval of the component manufacturer. NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL30268-R1 TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Revision 1: 03/23/2020 Page 4 of 4 6. INSTALLATION: 6.1 TRI-BUILT Modified Bitumen Roof Systems shall be installed in accordance with Beacon Sales Acquisition, Inc. published installation instructions, subject to the Limitations / Conditions of Use herein. 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 named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC. – QUA9625; (414) 248-6409, karen.buchmann@us.ul.com - THE 45-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 1 of 45 APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE TABLE DECK APPLICATION TYPE DESCRIPTION PAGE 1A Wood New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 4 1B Wood New or Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6 1C Wood New, Reroof (Tear-Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 6 1D Wood New, Reroof (Tear-Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 7-8 1E Wood New, Reroof (Tear-Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 9-10 1F-1 Wood New, Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 10-12 1F-2 Wood New, Reroof (Tear-Off) or Recover E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 12-13 1G Wood New or Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 13 2A Steel or Structural concrete New, Reroof (Tear-Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 14-15 2B Steel or Structural concrete New, Reroof (Tear-Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 16-18 2C Steel or Structural concrete New, Reroof (Tear-Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 19 3A Structural concrete New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 20-25 3B Structural concrete New or Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 25 4A Lightweight concrete New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 26-28 4B Lightweight concrete New or Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 29-30 4C Lightweight concrete New, Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 31-33 5A Cementitious wood fiber Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 34 5B Cementitious wood fiber Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 35 5C Cementitious wood fiber Reroof (Tear-Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 35 5D Cementitious wood fiber Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 36 6A Existing gypsum Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 37-38 6B Existing gypsum Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 39 6C Existing gypsum Reroof (Tear-Off) C Mech. Attached Insulation, Bonded Roof Cover 39 6D Existing gypsum Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 40 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 41-45 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3” Round Insulation Plate or Trufast #14HD with Trufast 3” Metal Insulation Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. ➢ Steel Deck: OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 in. Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or 3” Round Insulation Plate or Trufast #12DP or #14HD with Trufast 3” Metal Insulation Plates. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. ➢ Structural Concrete: OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSpike with Hex Plate or 3” Round Insulation Plate or Trufast #14HD with Trufast 3” Metal Insulation Plates. Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer’s published installation instructions. NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 2 of 45 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board or gypsum-based roof board that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for, or installed beneath rigid insulation board fo r System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet screws and plates are installed through the LWIC to engage the structural steel or concrete deck. The structu ral deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer’s published instructions. ➢ Hot asphalt (HA): Full coverage at 25-30 lbs/square ➢ Ashland Pliodeck (A-PD): Continuous 0.75 inch wide ribbons, 12-inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layer below. ➢ Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1 inch wide ribbons, 12-inch o.c. ➢ ICP Adhesives Polyset BOARD-MAX: Continuous 3-inch ribbons, 12-inch o.c. ➢ ICP Adhesives Polyset CR-20: Continuous 2.5 to 3-inch wide ribbons, 12-inch o.c. ➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ➢ Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch o.c. ➢ OMG OlyBond 500 or OlyBond Green (OB500): Continuous 0.75-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot) ➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon-applied adhesive, boards shall be staggered from layer-to-layer. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted, all insulations are flat-stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to ‘increase’ the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table: ➢ Ashland Pliodeck (A-PD) @ 12-inch o.c. MDP -105.0 psf (Min. 1.0-inch) ➢ Ashland Pliodeck (A-PD) @ 6-inch o.c. MDP -277.5 psf (Min. 1.0-inch) ➢ Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS): MDP -120.0 psf (Min. 1.0-inch) ➢ ICP Adhesives Polyset CR-20: MDP -117.5 psf (Min. 1.0-inch) ➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 1.0-inch) ➢ Millennium PG-1 Pump Grade Adhesive (M-PG1): MDP -157.5 psf (Min. 1.0-inch) ➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch Multi-Max FA3) ➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch ISO 95+ GL) ➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch ENRGY 3) ➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch ACFoam II) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance 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 and Roofing Application Standard RAS 117. 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 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, and no rational analysis is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resis tance. 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. NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 3 of 45 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 Concrete Deck or Recover Applications using System Type D, the insulation is optional. 14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Juris diction. 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 mi nimum top-coat thickness is 2-inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. For “pre-existent” LWC references, listings were established through testing over lightweight concrete cast using only foaming agent (ASTM C896), water and Portland cement (ASTM C150), with no proprietary additives, in accordance with procedures adopted by Miami-Dade BCCO (FBC CER1592). Unless otherwise noted, use of these listings in new construction or re-roof (tear-off) applications is at the discretion of the Designer of Record and Authority Having Jurisdiction. 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. TRI-BUILT MODIFIED BITUMEN COMPONENTS & APPLICATION METHODS REFERENCE LAYER MATERIAL APPLICATION BP-AA Base Ply or Ply: TRI-BUILT FG Base Sheet 3 SQ Hot asphalt at 20-40 lbs/square SBS-AA Cap Ply: TRI-BUILT SBS Cap Hot asphalt at 20-40 lbs/square APP-TA Base Ply: TRI-BUILT Smooth Torch Torch-Applied Cap Ply: TRI-BUILT Smooth Torch, TRI-BUILT Granulated Torch SBS-SA-H Base Ply: TRI-BUILT SAT Base Self-Adhering SBS-SA Base Ply: TRI-BUILT SA Plybase Self-Adhering Ply: TRI-BUILT SA Plybase Cap Ply: TRI-BUILT SA Cap 16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following MDP limitations. The lesser of the MDP listings below vs. those in Table 3A applies: VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; ADHERED INSULATION PER TABLE 3A; (The lesser of the MDP listings below vs. those in Table 3A applies) OPTION # PRIMER VAPOR BARRIER INSULATION ADHESIVE MDP (PSF) TYPE ATTACH VB-1. Karnak 108 Asphalt Primer TRI-BUILT SA Plybase Self-adhering OB500, 12-inch o.c. -82.5 VB-2. Karnak 108 Asphalt Primer TRI-BUILT Granulated Torch Torch-applied M-OSFA or M-PG1, 12-inch o.c. -420.0 17. ”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. NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 4 of 45 TABLE 1A: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER Sys. No. Deck (Note 1) Base Insulation Top Insulation Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Cap SELF-ADHERING SYSTEMS: W-1 Min. 15/32-inch APA rated CDX plywood at max. 24-inch spans Min. 1.5-inch ACFoam II or H-Shield M-OSFA or M-PG1 (Optional) Additional layer(s) of base insulation and/or min. 0.25-inch DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board. Top surface shall be primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer. M-OSFA or M-PG1 SBS-SA (Optional) SBS-SA SBS-SA -60.0 W-2 Min. 15/32-inch APA rated CDX plywood at max. 24-inch spans; blocked 48-inch o.c. Min. 1.5-inch ACFoam II or H-Shield M-OSFA or M-PG1, 6-inch o.c. (Optional) Additional layer(s) of base insulation and/or min. 0.25-inch DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board. Top surface shall be primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer. M-OSFA or M-PG1, 6-inch o.c. SBS-SA (Optional) SBS-SA SBS-SA -97.5 HYBRID SYSTEMS: W-3 Min. 15/32-inch APA rated CDX plywood at max. 24-inch spans Min. 1.5-inch ACFoam II or H-Shield M-OSFA or M-PG1 (Optional) Additional layer(s) of base insulation and/or min. 0.25-inch DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board. M-OSFA or M-PG1 SBS-SA-H (Optional) BP- AA or APP-TA SBS-AA or APP-TA -60.0 W-4 Min. 15/32-inch APA rated CDX plywood at max. 24-inch spans; blocked 48-inch o.c. Min. 1.5-inch ACFoam II or H-Shield M-OSFA or M-PG1, 6-inch o.c. (Optional) Additional layer(s) of base insulation and/or min. 0.25-inch DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board. M-OSFA or M-PG1, 6-inch o.c. SBS-SA-H (Optional) BP- AA or APP-TA SBS-AA or APP-TA -97.5 CONVENTIONAL SYSTEMS: W-5 Min. 15/32-inch APA rated CDX plywood at max. 24-inch spans Min. 1.5-inch ACFoam II or H-Shield M-OSFA or M-PG1 Optional additional layers of base insulation, followed by min. 0.25- inch DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board M-OSFA or M-PG1 BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -60.0 W-6 Min. 15/32-inch APA rated CDX plywood at max. 24-inch spans; blocked 48-inch o.c. Min. 1.5-inch ACFoam II or H-Shield M-OSFA or M-PG1, 6-inch o.c. Optional additional layers of base insulation, followed by min. 0.25- inch DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board. M-OSFA or M-PG1, 6-inch o.c. BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -97.5 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 5 of 45 TABLE 1B: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER Sys. No. Deck (Note 1) Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP (psf) Type Fasteners Attach Type Attach Type Attach Base Ply Cap SELF-ADHERING SYSTEMS: W-7 Min. 19/32- inch plywood at max. 24-inch spans TRI-BUILT FB Base Sheet 3 SQ 32 ga., 1-5/8- inch dia. tin caps with 11 ga. annular ring shank nails 9-inch o.c. in 4-inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows Min. 1.5-inch ACFoam II, ENRGY-3, H- Shield or Multi- Max FA3 HA Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer HA SBS-SA (Optional) SBS-SA SBS-SA -45.0* W-8 Min. 19/32- inch plywood at max. 24-inch spans TRI-BUILT FB Base Sheet 3 SQ 32 ga., 1-5/8- inch dia. tin caps with 11 ga. annular ring shank nails 8-inch o.c. in 3-inch lap and 8-inch o.c. in three (3), equally spaced, staggered center rows Min. 1.5-inch ACFoam II, ENRGY-3, H- Shield or Multi- Max FA3 HA full coverage or OB500, M-OSFA, A- PD, D-IS, ICP BOARD-MAX or CR- 20, 4-inch o.c. Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer HA full coverage or OB500, M-OSFA, A- PD, D-IS, ICP BOARD-MAX or CR- 20, 6-inch o.c. SBS-SA (Optional) SBS-SA SBS-SA -52.5 W-9 Min. 19/32- inch plywood at max. 24-inch spans TRI-BUILT FB Base Sheet 3 SQ 32 ga., 1-5/8- inch dia. tin caps with 11 ga. annular ring shank nails 8-inch o.c. in 3-inch lap and 8-inch o.c. in three (3), equally spaced, staggered center rows (Optional) Min. 1.5-inch ACFoam II, ENRGY-3, H- Shield or Multi- Max FA3 HA full coverage or OB500, M-OSFA, A- PD, D-IS, ICP BOARD-MAX or CR- 20, 4-inch o.c. Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board primed with Karnak 108 Asphalt Primer or Karnak 89 Sta- Tack Primer HA full coverage or OB500, M-OSFA, A- PD, D-IS, ICP BOARD-MAX or CR- 20, 6-inch o.c. SBS-SA (Optional) SBS-SA SBS-SA -60.0 HYBRID SYSTEMS: W-10 Min. 19/32- inch plywood at max. 24-inch spans TRI-BUILT FB Base Sheet 3 SQ 32 ga., 1-5/8- inch dia. tin caps with 11 ga. annular ring shank nails 9-inch o.c. in 4-inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows (Optional) Min. 1.5-inch ACFoam II, ENRGY-3, H- Shield or Multi- Max FA3 HA None N/A SBS-SA- H (Optional) BP-AA or APP-TA SBS-AA or APP- TA -45.0* W-11 Min. 19/32- inch plywood at max. 24-inch TRI-BUILT FB Base Sheet 3 SQ 32 ga., 1-5/8- inch dia. tin caps with 11 ga. annular ring shank nails 8-inch o.c. in 3-inch lap and 8-inch o.c. in three (3), equally spaced, staggered center rows (Optional) Min. 1.5-inch ACFoam II, ENRGY-3, H- Shield or Multi- Max FA3 HA None N/A SBS-SA- H (Optional) BP-AA or APP-TA SBS-AA or APP- TA -60.0 CONVENTIONAL SYSTEMS: W-12 Min. 19/32- inch plywood at max. 24-inch spans TRI-BUILT FB Base Sheet 3 SQ 32 ga., 1-5/8- inch dia. tin caps with 11 ga. annular ring shank nails 9-inch o.c. in 4-inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows Min. 1.5-inch ACFoam II, ENRGY-3, H- Shield or Multi- Max FA3 HA Min. 0.25-inch Dens Deck primed with Karnak 81 Asphalt Primer HA BP-AA or APP- TA (Optional) BP-AA or APP-TA SBS-AA or APP- TA -45.0* NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 6 of 45 TABLE 1B: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER Sys. No. Deck (Note 1) Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP (psf) Type Fasteners Attach Type Attach Type Attach Base Ply Cap W-13 Min. 19/32- inch plywood at max. 24-inch spans TRI-BUILT FB Base Sheet 3 SQ 32 ga., 1-5/8- inch dia. tin caps with 11 ga. annular ring shank nails 8-inch o.c. in 3-inch lap and 8-inch o.c. in three (3), equally spaced, staggered center rows Min. 1.5-inch ACFoam II, ENRGY-3, H- Shield or Multi- Max FA3 HA full coverage or OB500, M-OSFA, A- PD, D-IS, ICP BOARD-MAX or CR- 20, 4-inch o.c. Min. 0.25-inch Dens Deck primed with Karnak 81 Asphalt Primer HA full coverage or OB500, M-OSFA, A- PD, D-IS, ICP BOARD-MAX or CR- 20, 6-inch o.c. BP-AA or APP- TA (Optional) BP-AA or APP-TA SBS-AA or APP- TA -52.5 W-14 Min. 19/32- inch plywood at max. 24-inch spans TRI-BUILT FB Base Sheet 3 SQ 32 ga., 1-5/8- inch dia. tin caps with 11 ga. annular ring shank nails 8-inch o.c. in 3-inch lap and 8-inch o.c. in three (3), equally spaced, staggered center rows (Optional) Min. 1.5-inch ACFoam II, ENRGY-3, H- Shield or Multi- Max FA3 HA full coverage or OB500, M-OSFA, A- PD, D-IS, ICP BOARD-MAX or CR- 20, 4-inch o.c. Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board HA full coverage or OB500, M-OSFA, A- PD, D-IS, ICP BOARD-MAX or CR- 20, 6-inch o.c. BP-AA or APP- TA (Optional) BP-AA or APP-TA SBS-AA or APP- TA -60.0 TABLE 1C: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Fasteners Attach Type Attach Base Ply Cap HYBRID SYSTEMS: W-15 Min. 15/32-inch exterior grade plywood at max. 24- inch spans Min. 1.5-inch ACFoam II, FlintBoard ISO, H- Shield or FlintBoard ISOH. Trufast #12 DP or #14 HD with Trufast 3” Metal Insulation Plates 1 per 1.33 ft2 Min. 1.5-inch ACFoam II or H-Shield HA, D-IS, M-OSFA, M-PG1 or OB500 SBS-SA-H (Optional) APP-TA APP-TA -67.5 CONVENTIONAL SYSTEMS: W-16 Min. 23/32-inch plywood at max. 24- inch spans Min. 1.5-inch ACFoam II, ENRGY 3, H-Shield Note 2 1 per 2 ft2 Min. 0.5-inch Structodek High Density Fiberboard Roof Insulation, min. 0.75- inch FescoBoard (homogeneous) HA BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -45.0* W-17 Min. 23/32-inch plywood at max. 24- inch spans Min. 1.5-inch ACFoam II, ENRGY 3, H-Shield Note 2 1 per 2 ft2 Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board, Dens Deck or Dens Deck Prime HA BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -45.0* W-18 Min. 15/32-inch plywood at max. 24- inch spans Min. 1.5-inch ACFoam II or H-Shield. Trufast #12 DP or #14 HD with Trufast 3” Metal Insulation Plates 1 per 1.33 ft2 Optional additional layer(s) of base insulation followed by Min. 0.25-inch SECUROCK Gypsum-Fiber Roof board HA, D-IS, M-OSFA, M-PG1 or OB500 APP-TA (Optional) APP-TA APP-TA -90.0 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 7 of 45 TABLE 1D: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Fasteners Attach Base Ply Cap SELF-ADHERING SYSTEMS: W-19 Min. 15/32-inch plywood at max. 24- inch spans (Optional) One or more layers, any combination, loose laid Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board Trufast #12 DP or #14 HD with Trufast 3” Metal Insulation Plates 1 per 3.2 ft2 SBS-SA (Optional) SBS-SA SBS-SA -30.0* W-20 Min. 19/32-inch plywood at max. 24- inch spans (Optional) One or more layers, any combination, loose laid Min. 0.25-inch Dens Deck Note 2 1 per 1.33 ft2 Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer to board & plates, followed by SBS-SA (Optional) SBS-SA SBS-SA -45.0 W-21 Min. 19/32-inch plywood at max. 24- inch spans (Optional) One or more layers, any combination, loose laid Min. 3/8-inch SECUROCK Gypsum-Fiber Roof Board Trufast #12 DP or #14 HD with Trufast 3” Metal Insulation Plates 1 per 2.7 ft2 SBS-SA (Optional) SBS-SA SBS-SA -45.0* W-22 Min. 19/32-inch plywood at max. 24- inch spans (Optional) One or more layers, any combination, loose laid Min. 1.5-inch ACFoam II, ENRGY 3, H-Shield, Multi-Max FA3 Trufast #12 DP or #14 HD with Trufast 3” Metal Insulation Plates 1 per 2 ft2 Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer to board & plates, followed by SBS-SA (Optional) SBS-SA SBS-SA -45.0* W-23 Min. 15/32-inch plywood at max. 24- inch spans (Optional) One or more layers, any combination, loose laid Min. 1.5-inch ACFoam II Trufast #14HD with Trufast 3” Metal Insulation Plates 1 per 1.6 ft2 Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer to board & plates, followed by SBS-SA (Optional) SBS-SA SBS-SA -52.5 W-24 Min. 19/32-inch plywood at max. 24- inch spans (Optional) One or more layers, any combination, loose laid Min. 1.5-inch ACFoam II, ENRGY 3, H-Shield, Multi-Max FA3 Note 2 1 per 1.45 ft2 Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer to board & plates, followed by SBS-SA (Optional) SBS-SA SBS-SA -60.0 HYBRID SYSTEMS: W-25 Min. 15/32-inch plywood at max. 24- inch spans (Optional) One or more layers, any combination, loose laid Min. 0.25-inch Dens Deck; Dens Deck Prime Trufast #12 DP or #14 HD with Trufast 3” Metal Insulation Plates 1 per 2 ft2 SBS-SA-H (Optional) BP-AA or APP-TA SBS-AA or APP-TA -30.0* W-26 Min. 15/32-inch plywood at max. 24- inch spans (Optional) One or more layers, any combination, loose laid Min. 1.5-inch ACFoam II Trufast #14 HD with Trufast 3” Metal Insulation Plates 1 per 1.6 ft2 SBS-SA-H (Optional) APP-TA APP-TA -52.5 W-27 Min. 15/32-inch plywood at max. 24- inch spans (Optional) One or more layers, any combination, loose laid Min. 1.5-inch ACFoam II, ENRGY 3 or Multi-Max FA3 Note 2 1 per 1.33 ft2 SBS-SA-H (Optional) BP-AA SBS-AA -52.5 W-28 Min. 19/32-inch plywood at max. 24- inch spans (Optional) One or more layers, any combination, loose laid Min. 1.5-inch ACFoam II, or H-Shield Note 2 1 per 1.45 ft2 SBS-SA-H (Optional) BP-AA or APP-TA SBS-AA or APP-TA -60.0 W-29 Min. 15/32-inch plywood at max. 24- inch spans (Optional) Min. 1.5-inch, One or more layers, any combination, loose laid Min. 1.5-inch ACFoam II, or H-Shield Trufast #12 DP or #14 HD with Trufast 3” Metal Insulation Plates 1 per 1.33 ft2 SBS-SA-H (Optional) APP-TA SBS-AA or APP-TA -75.0 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 8 of 45 TABLE 1D: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Fasteners Attach Base Ply Cap W-30 Min. 19/32-inch exterior grade plywood at max. 24- inch spans (Optional) One or more layers, any combination, loose laid Min. 1.5-inch ACFoam II, ENRGY 3 or Multi-Max FA3 Note 2 1 per 1.33 ft2 SBS-SA-H (Optional) APP-TA APP-TA -82.5 CONVENTIONAL SYSTEMS: W-31 Min. 23/32-inch plywood at max. 24- inch spans (Optional) One or more layers, any combination, loose laid Min. 0.5-inch Structodek High Density Fiberboard Roof Insulation, min. 0.75-inch FescoBoard (homogeneous) Note 2 1 per 2 ft2 BP-AA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -45.0* W-32 Min. 15/32-inch plywood at max. 24- inch spans (Optional) One or more layers, any combination, loose laid Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board, Dens Deck or Dens Deck Prime Trufast #12DP or #14HD with Trufast 3” Metal Insulation Plates 1 per 2 ft2 BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -45.0* W-33 Min. 15/32-inch plywood at max. 24- inch spans (Optional for Recover) Min. 1.5- inch, One or more layers, any combination, loose laid Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board Trufast #12DP or #14HD with Trufast 3” Metal Insulation Plates 1 per 1.45 ft2 APP-TA (Optional) APP-TA APP-TA -60.0 W-34 Min. 19/32-inch plywood at max. 24- inch spans (Optional for Concrete or Recover) Min. 2-inch ACFoam II, H-Shield or ENRGY 3, loose laid. Min. 0.5-inch SECUROCK Gypsum-Fiber Roof Board Trufast #12DP or #14HD with Trufast 3” Metal Insulation Plates 1 per 1.78 ft2 BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -60.0 W-35 Min. 15/32-inch plywood at max. 24- inch spans (Optional for Recover) Min. 1.5- inch, One or more layers, any combination, loose laid Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board Trufast #12DP or #14HD with Trufast 3” Metal Insulation Plates 1 per 1.33 ft2 APP-TA (Optional) APP-TA APP-TA -67.5 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 9 of 45 TABLE 1E: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE D: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Insulation Layer(s) (Note 13) Base or Anchor Sheet Roof Cover (Note 15) MDP (psf) Type Attach Base Fasteners Attach Ply Cap SELF-ADHERING SYSTEMS: W-36 Min. 19/32-inch plywood at max 24- inch spans Min. 1.5-inch, One or more layers, any combination Prelim. Attach TRI-BUILT SA Nailbase Note 2 8-inch o.c. at min. 3-inch lap and 8-inch o.c. in two (2), equally spaced, staggered center rows; Stress plates shall be primed with Karnak 81 Asphalt Primer or Karnak 89 Sta- Tack Primer (Optional) SBS-SA SBS-SA -82.5* W-37 Min. 15/32-inch plywood at max 24- inch spans Min. 1.5-inch, One or more layers, any combination Prelim. Attach TRI-BUILT SA Nailbase OMG #14HD with OMG 3 in. Round Metal Plates or Trufast #12DP or #14HD with Trufast 3” Metal Insulation Plates 6-inch o.c. at min. 2-inch lap and 6-inch o.c. in three (3), equally spaced, staggered center rows; Stress plates shall be primed with Karnak 81 Asphalt Primer or Karnak 89 Sta-Tack Primer. (Optional) SBS-SA SBS-SA -97.5* W-38 Min. 15/32-inch plywood at max 24- inch spans Min. 1.5-inch, One or more layers, any combination Prelim. Attach TRI-BUILT SA Nailbase OMG #14HD with OMG 3 in. Round Metal Plates or Trufast #12DP or #14HD with Trufast 3” Metal Insulation Plates 6-inch o.c. at min. 2-inch lap and 6-inch o.c. in four (4), equally spaced, staggered center rows; Stress plates shall be primed with Karnak 81 Asphalt Primer or Karnak 89 Sta- Tack Primer. (Optional) SBS-SA SBS-SA -127.5* HYBRID SYSTEMS: W-39 Min. 15/32-inch plywood at max 24- inch spans Min. 1.5-inch, One or more layers, any combination Prelim. Attach TRI-BUILT FB Base Sheet 3 SQ OMG #14HD with OMG 3 in. Round Metal Plates or Trufast #12DP or #14HD with Trufast 3” Metal Insulation Plates 6-inch o.c. at 4-inch lap and 6-inch o.c. in three (3), equally spaced, staggered center rows; Stress plates shall be primed with Karnak 81 Asphalt Primer or Karnak 89 Sta- Tack Primer. SBS-SA-H SBS-AA or APP-TA -97.5 W-40 Min. 19/32-inch plywood at max 24- inch spans Min. 1.5-inch, One or more layers, any combination Prelim. Attach TRI-BUILT FB Base Sheet 3 SQ Note 2 7-inch o.c. at 3-inch lap and 7-inch o.c. in three (3), equally spaced, staggered center rows SBS-SA-H SBS-AA or APP-TA -105.0 W-41 Min. 15/32-inch plywood at max 24- inch spans Min. 1.5-inch, One or more layers, any combination Prelim. Attach TRI-BUILT FB Base Sheet 3 SQ OMG #14HD with OMG 3 in. Round Metal Plates or Trufast #12DP or #14HD with Trufast 3” Metal Insulation Plates 6-inch o.c. at 4-inch lap and 6-inch o.c. in four (4), equally spaced, staggered center rows; Stress plates shall be primed with Karnak 81 Asphalt Primer or Karnak 89 Sta- Tack Primer. SBS-SA-H SBS-AA or APP-TA -127.5 CONVENTIONAL SYSTEMS: W-42 Min. 23/32-inch plywood at max. 24- inch spans Min. 1.5-inch, One or more layers, any combination Prelim. Attach TRI-BUILT FB Base Sheet 3 SQ Note 2 12-inch o.c. at 4-inch lap and 36-inch o.c. in two (2), equally spaced, staggered center rows BP-AA or APP-TA SBS-AA or APP-TA -30.0* W-43 Min. 23/32-inch plywood at max. 24- inch spans Min. 1.5-inch, One or more layers, any combination Prelim. Attach TRI-BUILT FB Base Sheet 3 SQ Note 2 12-inch o.c. at 4-inch lap and 24-inch o.c. in two (2), equally spaced, staggered center rows BP-AA or APP-TA SBS-AA or APP-TA -45.0* NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 10 of 45 TABLE 1E: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE D: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Insulation Layer(s) (Note 13) Base or Anchor Sheet Roof Cover (Note 15) MDP (psf) Type Attach Base Fasteners Attach Ply Cap W-44 Min. 15/32-inch plywood at max 24- inch spans Min. 1.5-inch, One or more layers, any combination Prelim. Attach TRI-BUILT FB Base Sheet 3 SQ OMG #14HD with OMG 3 in. Round Metal Plates or Trufast #12DP or #14HD with Trufast 3” Metal Insulation Plates 6-inch o.c. at 4-inch lap and 6-inch o.c. in three (3), equally spaced, staggered center rows. (Optional) BP-AA or APP-TA SBS-AA or APP-TA -97.5 W-45 Min. 15/32-inch plywood at max 24- inch spans One or more layers, any thickness or combination Prelim. Attach TRI-BUILT FB Base Sheet 3 SQ Trufast #14HD with Trufast 3” Metal Insulation Plates 8-inch o.c. at 4-inch lap and 8-inch o.c. at three (3) equally spaced, staggered center rows (Optional) BP-AA or APP-TA SBS-AA, APP_TA -97.5 W-46 Min. 19/32-inch plywood at max 24- inch spans Min. 1.5-inch, One or more layers, any combination Prelim. Attach TRI-BUILT FB Base Sheet 3 SQ Note 2 7-inch o.c. at 3-inch lap and 7-inch o.c. in three (3), equally spaced, staggered center rows BP-AA or APP-TA SBS-AA or APP-TA -105.0 W-47 Min. 15/32-inch plywood at max 24- inch spans Min. 1.5-inch, One or more layers, any combination Prelim. Attach TRI-BUILT FB Base Sheet 3 SQ OMG #14HD with OMG 3 in. Round Metal Plates or Trufast #12DP or #14HD with Trufast 3” Metal Insulation Plates 6-inch o.c. at 4-inch lap and 6-inch o.c. in four (4), equally spaced, staggered center rows. (Optional) BP-AA or APP-TA SBS-AA or APP-TA -127.5 TABLE 1F-1: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP (psf) Base Fasteners Attach Ply Cap SELF-ADHERING SYSTEMS: W-48 Min. 15/32-inch plywood at max 24-inch spans TRI-BUILT SA Nailbase Simplex MAXX Cap 9-inch o.c. at min. 3-inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows; Stress plates shall be primed with Karnak 81 Asphalt Primer. (Optional) SBS-SA SBS-SA -45.0* W-49 Min. 15/32-inch plywood at max 24-inch spans TRI-BUILT SA Nailbase Min. 1-inch long, 12 ga. Simplex Metal Cap Nails 6-inch o.c. at min. 2-inch lap and 6-inch o.c. in four (4), equally spaced, staggered center rows (Optional) SBS-SA SBS-SA -52.5 W-50 Min. 19/32-inch plywood at max. 24-inch spans TRI-BUILT SA Nailbase 32 ga., 1-5/8-inch dia. tin caps with 11 ga. annular ring shank nails 8-inch o.c. at min. 2-inch lap and 8-inch o.c. in three (3), equally spaced, staggered center rows (Optional) SBS-SA SBS-SA -52.5 W-51 Min. 19/32-inch plywood at max. 24-inch spans TRI-BUILT SA Nailbase 32 ga., 1-5/8-inch dia. tin caps with 11 ga. annular ring shank nails 8-inch o.c. at min. 2-inch lap and 8-inch o.c. in three (3), equally spaced, staggered center rows (Optional) SBS-SA SBS-SA -60.0 W-52 Min. 15/32-inch plywood at max 24-inch spans TRI-BUILT SA Nailbase Simplex MAXX Cap 8-inch o.c. at min. 3-inch lap and 8-inch o.c. in three (3), equally spaced, staggered center rows; Stress plates shall be primed with Karnak 81 Asphalt Primer. (Optional) SBS-SA SBS-SA -67.5 W-53 Min. 19/32-inch plywood at max 24-inch spans TRI-BUILT SA Nailbase 32 ga., 1-5/8-inch dia. tin caps with 11 ga. annular ring shank nails 6-inch o.c. at min. 2-inch lap and 6-inch o.c. in four (4), equally spaced, staggered center rows (Optional) SBS-SA SBS-SA -75.0 W-54 Min. 15/32-inch plywood at max 24-inch spans TRI-BUILT SA Nailbase Cap nails: 1-inch diameter, 0.032-inch thick metal cap with 0.120" shank diameter, annular ring shank nails 7-inch o.c. at min. 4-inch laps and 7-inch o.c. in five (5), equally spaced, staggered center rows (Optional) SBS-SA SBS-SA -75.0 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 11 of 45 TABLE 1F-1: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP (psf) Base Fasteners Attach Ply Cap W-55 Min. 19/32-inch plywood at max 24-inch spans TRI-BUILT SA Nailbase 32 ga., 1-5/8-inch dia. tin caps with 11 ga. annular ring shank nails 4-inch o.c. at min. 2-inch lap and 4-inch o.c. in four (4), equally spaced, staggered center rows (Optional) SBS-SA SBS-SA -105.0 HYBRID SYSTEMS: W-56 Min. 19/32-inch exterior grade plywood at max. 24-inch spans TRI-BUILT FB Base Sheet 3 SQ 32 ga., 1-5/8-inch dia. tin caps with 11 ga. annular ring shank nails 9-inch o.c. at 4-inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows SBS-SA-H SBS-AA or APP-TA -45.0* W-57 Min. 15/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ Min. 1-inch long, 12 ga. Simplex Metal Cap Nails 6-inch o.c. at 3-inch lap and 6-inch o.c. in four (4), equally spaced, staggered center rows SBS-SA-H SBS-AA or APP-TA -52.5 W-58 Min. 19/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ 32 ga., 1-5/8-inch dia. tin caps with 11 ga. annular ring shank nails 8-inch o.c. at 4-inch lap and 8-inch o.c. in three (3), equally spaced, staggered center rows SBS-SA-H SBS-AA or APP-TA -52.5 W-59 Min. 19/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ 32 ga., 1-5/8-inch dia. tin caps with 11 ga. annular ring shank nails 8-inch o.c. at 4-inch lap and 8-inch o.c. in three (3), equally spaced, staggered center rows SBS-SA-H SBS-AA or APP-TA -60.0 W-60 Min. 19/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ 32 ga., 1-5/8-inch dia. tin caps with 11 ga. annular ring shank nails 6-inch o.c. at 4-inch lap and 6-inch o.c. in four (4), equally spaced, staggered center rows SBS-SA-H SBS-AA or APP-TA -82.5 W-61 Min. 19/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ 32 ga., 1-5/8-inch dia. tin caps with 11 ga. annular ring shank nails 4-inch o.c. at 3-inch lap and 4-inch o.c. in four (4), equally spaced, staggered center rows SBS-SA-H SBS-AA or APP-TA -105.0 CONVENTIONAL SYSTEMS: W-62 Min. 19/32-inch plywood at max. 24-inch spans TRI-BUILT FB Base Sheet 3 SQ 32 ga., 1-5/8-inch dia. tin caps with 11 ga. annular ring shank nails 9-inch o.c. at 4-inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows BP-AA or APP- TA SBS-AA or APP-TA -45.0* W-63 Min. 15/32-inch plywood at max. 24-inch spans TRI-BUILT FB Base Sheet 3 SQ Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 18-inch o.c. in two (2), equally spaced, staggered center rows (Optional) BP- AA or APP-TA SBS-AA or APP-TA -45.0* W-64 Min. 15/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ Min. 1-inch long, 12 ga. Simplex Metal Cap Nails 6-inch o.c. at 3-inch lap and 6-inch o.c. in four (4), equally spaced, staggered center rows (Optional) BP- AA or APP-TA SBS-AA or APP-TA -52.5 W-65 Min. 19/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ 32 ga., 1-5/8-inch dia. tin caps with 11 ga. annular ring shank nails 8-inch o.c. at 4-inch lap and 8-inch o.c. in three (3), equally spaced, staggered center rows BP-AA or APP- TA SBS-AA or APP-TA -52.5 W-66 Min. 15/32-inch plywood at max. 24-inch spans TRI-BUILT FB Base Sheet 3 SQ Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows (Optional) BP- AA or APP-TA SBS-AA or APP-TA -52.5 W-67 Min. 19/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ 32 ga., 1-5/8-inch dia. tin caps with 11 ga. annular ring shank nails 8-inch o.c. at 4-inch lap and 8-inch o.c. in three (3), equally spaced, staggered center rows BP-AA or APP- TA SBS-AA or APP-TA -60.0 W-68 Min. 15/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ Cap nails: 1-inch diameter, 0.032-inch thick metal cap with 0.120-inch shank diameter, annular ring shank nails. 6-inch o.c. at 4-inch lap and 6-inch o.c. at five (5) equally spaced, staggered center rows (Optional) BP- AA SBS-AA -67.5 W-69 Min. 19/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ 32 ga., 1-5/8-inch dia. tin caps with 11 ga. annular ring shank nails 6-inch o.c. at 4-inch lap and 6-inch o.c. in four (4), equally spaced, staggered center rows BP-AA or APP- TA SBS-AA or APP-TA -82.5 W-70 Min. 15/32-inch plywood at max. 24-inch spans TRI-BUILT FB Base Sheet 3 SQ Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-inch o.c. in two (2), equally spaced, staggered center rows (Optional) BP- AA or APP-TA SBS-AA or APP-TA -90.0 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 12 of 45 TABLE 1F-1: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP (psf) Base Fasteners Attach Ply Cap W-71 Min. 19/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ 32 ga., 1-5/8-inch dia. tin caps with 11 ga. annular ring shank nails 4-inch o.c. at 3-inch lap and 4-inch o.c. in four (4), equally spaced, staggered center rows BP-AA or APP- TA SBS-AA or APP-TA -105.0 W-72 Min. 15/32-inch plywood at max. 24-inch spans TRI-BUILT FB Base Sheet 3 SQ Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-inch o.c. in three (3), equally spaced, staggered center rows (Optional) BP- AA or APP-TA SBS-AA or APP-TA -105.0 TABLE 1F-2: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP (psf) Base Fasteners Attach Ply Cap SELF-ADHERING SYSTEMS: W-73 Min. 19/32-inch plywood at max 24-inch spans TRI-BUILT SA Nailbase Note 2 8-inch o.c. at min. 3-inch lap and 8-inch o.c. in two (2), equally spaced, staggered center rows. Stress plates shall be primed with Karnak 81 Asphalt Primer or Karnak 89 Sta-Tack Primer (Optional) SBS-SA SBS-SA -82.5* W-74 Min. 15/32-inch plywood at max 24-inch spans TRI-BUILT SA Nailbase OMG #14HD with OMG 3 in. Round Metal Plates or Trufast #12DP or #14HD with Trufast 3” Metal Insulation Plates 6-inch o.c. at min. 2-inch lap and 6-inch o.c. in three (3), equally spaced, staggered center rows. Stress plates shall be primed with Karnak 81 Asphalt Primer or Karnak 89 Sta-Tack Primer. (Optional) SBS-SA SBS-SA -97.5* W-75 Min. 15/32-inch plywood at max 24-inch spans TRI-BUILT SA Nailbase OMG #14HD with OMG 3 in. Round Metal Plates or Trufast #12DP or #14HD with Trufast 3” Metal Insulation Plates 6-inch o.c. at min. 2-inch lap and 6-inch o.c. in four (4), equally spaced, staggered center rows. Stress plates shall be primed with Karnak 81 Asphalt Primer or Karnak 89 Sta-Tack Primer. (Optional) SBS-SA SBS-SA -127.5* HYBRID SYSTEMS: W-76 Min. 15/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ OMG #14HD with OMG 3 in. Round Metal Plates or Trufast #12DP or #14HD with Trufast 3” Metal Insulation Plates 6-inch o.c. at 4-inch lap and 6-inch o.c. in three (3), equally spaced, staggered center rows. Stress plates shall be primed with Karnak 81 Asphalt Primer or Karnak 89 Sta-Tack Primer. SBS-SA-H SBS-AA or APP-TA -97.5 W-77 Min. 19/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ Note 2 7-inch o.c. at 3-inch lap and 7-inch o.c. in three (3), equally spaced, staggered center rows SBS-SA-H SBS-AA or APP-TA -105.0 W-78 Min. 15/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ OMG #14HD with OMG 3 in. Round Metal Plates or Trufast #12DP or #14HD with Trufast 3” Metal Insulation Plates 6-inch o.c. at 4-inch lap and 6-inch o.c. in four (4), equally spaced, staggered center rows. Stress plates shall be primed with Karnak 81 Asphalt Primer or Karnak 89 Sta-Tack Primer. SBS-SA-H SBS-AA or APP-TA -127.5 CONVENTIONAL SYSTEMS: W-79 Min. 23/32-inch plywood at max. 24-inch spans TRI-BUILT FB Base Sheet 3 SQ Note 2 12-inch o.c. at 4-inch lap and 36-inch o.c. in two (2), equally spaced, staggered center rows BP-AA or APP- TA SBS-AA or APP-TA -30.0* W-80 Min. 23/32-inch plywood at max. 24-inch spans TRI-BUILT FB Base Sheet 3 SQ Note 2 12-inch o.c. at 4-inch lap and 24-inch o.c. in two (2), equally spaced, staggered center rows BP-AA or APP- TA SBS-AA or APP-TA -45.0* W-81 Min. 15/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ OMG #14HD with OMG 3 in. Round Metal Plates or Trufast #12DP or #14HD with Trufast 3” Metal Insulation Plates 6-inch o.c. at 4-inch lap and 6-inch o.c. in three (3), equally spaced, staggered center rows (Optional) BP- AA or APP-TA SBS-AA or APP-TA -97.5 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 13 of 45 TABLE 1F-2: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP (psf) Base Fasteners Attach Ply Cap W-82 Min. 15/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ Trufast #14HD with Trufast 3” Metal Insulation Plates 8-inch o.c. at 4-inch lap and 8-inch o.c. at three (3) equally spaced, staggered center rows (Optional) BP- AA SBS-AA -97.5 W-83 Min. 19/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ Note 2 7-inch o.c. at 3-inch lap and 7-inch o.c. in three (3), equally spaced, staggered center rows BP-AA or APP- TA SBS-AA or APP-TA -105.0 W-84 Min. 15/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ OMG #14HD with OMG 3 in. Round Metal Plates or Trufast #12DP or #14HD with Trufast 3” Metal Insulation Plates 6-inch o.c. at 4-inch lap and 6-inch o.c. in four (4), equally spaced, staggered center rows (Optional) BP- AA or APP-TA SBS-AA or APP-TA -127.5 TABLE 1G: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE F: NON-INSULATED, BONDED ROOF COVER System No. Deck (Note 1) Primer Roof Cover (Note 15) MDP (psf) Base Ply Cap W-85 Min. 15/32-inch plywood at max 24-inch spans Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer SBS-SA-H (Optional)APP-TA APP-TA -112.5 W-86 Min. 15/32-inch plywood at max 24-inch spans Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer SBS-SA (Optional) SBS-SA SBS-SA -127.5 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 14 of 45 TABLE 2A: STEEL OR STRUCTURAL CONCRETE DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Fasteners Attach Type Attach Base Ply Cap SELF-ADHERING SYSTEMS: S-1 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 2-inch ACFoam II, ENRGY 3 or H-Shield Note 2 1 per 4 ft2 Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board HA, D-IS, M-OSFA, OB500, ICP BOARD-MAX or CR-20 SBS-SA (Optional) SBS-SA SBS-SA -37.5* S-2 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 1.5-inch ACFoam II, ENRGY 3 or H-Shield Note 2 1 per 2 ft2 Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board HA, D-IS, M-OSFA, OB500, ICP BOARD-MAX or CR-20 SBS-SA (Optional) SBS-SA SBS-SA -45.0* HYBRID SYSTEMS: S-3 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 1.5-inch ACFoam II or H-Shield Trufast #12DP (steel only) or #14HD with Trufast 3” Metal Insulation Plates 1 per 1.45 ft2 Min. 1.5-inch ACFoam II or H-Shield HA, D-IS, M-OSFA, M- PG1 or OB500 SBS-SA- H (Optional) APP-TA APP-TA -67.5 S-4 Min. 22 ga., type B, Grade 40 steel or min. 2,500 psi structrual concrete Min. 1.5-inch ACFoam II or H-Shield Trufast #12DP (steel only) or #14HD with Trufast 3” Metal Insulation Plates 1 per 1.6 ft2 Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board D-IS, M-OSFA, M-PG1 or OB500 SBS-SA- H (Optional) APP-TA APP-TA -75.0 S-5 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 1.5-inch ENRGY 3 Trufast #12DP (steel only) or #14HD with Trufast 3” Metal Insulation Plates 1 per 1 ft2 Min. 0.5-inch SECUROCK Gypsum- Fiber Roof Board OB500, 4-inch o.c. SBS-SA- H (Optional) APP-TA APP-TA -90.0* CONVENTIONAL SYSTEMS: S-6 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 2-inch ACFoam II, ENRGY 3 or H-Shield Note 2 1 per 4 ft2 Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board HA, D-IS, M-OSFA, OB500, ICP BOARD-MAX or CR-20 BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -37.5* S-7 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 1.5-inch ACFoam II, ENRGY 3 or H-Shield Note 2 1 per 2 ft2 Min. 0.5-inch Structodek High Density Fiberboard Roof Insulation, min. 0.75-inch FescoBoard (homogeneous). HA BP-AA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -45.0* S-8 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 1.5-inch ACFoam II, ENRGY 3 or H-Shield Note 2 1 per 2 ft2 Min. 0.25-inch Dens Deck or Dens Deck Prime HA BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -45.0* S-9 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 1.5-inch ACFoam II, ENRGY 3 or H-Shield Note 2 1 per 2 ft2 Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board HA, D-IS, M-OSFA, OB500, ICP BOARD-MAX or CR-20 BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -45.0* S-10 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 2-inch ACFoam II, ENRGY 3 or H-Shield Note 2 1 per 3.2 ft2 Min. 0.5-inch Structodek High Density Fiberboard Roof Insulation, min. 0.75-inch FescoBoard (homogeneous). HA BP-AA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -45.0* NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 15 of 45 TABLE 2A: STEEL OR STRUCTURAL CONCRETE DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Fasteners Attach Type Attach Base Ply Cap S-11 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 2-inch ACFoam II, ENRGY 3 or H-Shield Note 2 1 per 3.2 ft2 Min. 0.25-inch Dens Deck or Dens Deck Prime HA BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -45.0* S-12 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 1.5-inch ACFoam II, ENRGY 3 or Mult- Max FA3 Note 2 1 per 1.33 ft2 Min. 0.75-inch FescoBoard (homogeneous) HA BP-AA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -52.5 S-13 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 2-inch ACFoam II, ENRGY 3 or H-Shield Note 2 1 per 1.6 ft2 Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board HA, D-IS, M-OSFA, OB500, ICP BOARD-MAX or CR-20 BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -60.0 S-14 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 1.5-inch ACFoam II, ENRGY 3 or Mult- Max FA3 Note 2 1 per 1.33 ft2 Min. 0.5-inch Structodek High Density Fiberboard HA BP-AA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -67.5 S-15 Min. 22 ga., type B, Grade 40 steel or min. 2,500 psi structrual concrete Min. 1.5-inch ACFoam II or H-Shield Trufast #12DP (steel only) or #14HD with Trufast 3” Metal Insulation Plates 1 per 1.6 ft2 Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board D-IS, M-OSFA, M-PG1 or OB500 BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -75.0 S-16 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 1.5-inch ENRGY 3 Trufast #12DP (steel only) or #14HD with Trufast 3” Metal Insulation Plates 1 per 1 ft2 Min. 0.5-inch SECUROCK Gypsum- Fiber Roof Board OB500, 4-inch o.c. BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -90.0* NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 16 of 45 TABLE 2B: STEEL OR STRUCTURAL CONCRETE DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer(s) Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Fasteners Attach Base Ply Cap SELF-ADHERING SYSTEMS: S-17 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board Note 2 1 per 3.2 ft2 SBS-SA (Optional) SBS-SA SBS-SA -30.0* S-18 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board Trufast #12DP (steel only) or #14HD with Trufast 3” Metal Insulation Plates 1 per 2.7 ft2 SBS-SA (Optional) SBS-SA SBS-SA -37.5* S-19 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 3/8-inch SECUROCK Gypsum-Fiber Roof Board Note 2 1 per 2.7 ft2 SBS-SA (Optional) SBS-SA SBS-SA -45.0* S-20 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 0.25-inch Dens Deck Note 2 1 per 1.33 ft2 Apply Karnak 108 Asphalt Primer or Karnak 89 Sta- Tack Primer to board & plates, followed by SBS-SA (Optional) SBS-SA SBS-SA -45.0 S-21 Min. 22 ga., type B, Grade 40 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 1.5-inch ACFoam II Trufast #14HD with Trufast 3” Metal Insulation Plates 1 per 1.78 ft2 Apply Karnak 81 Asphalt Primer to board & plates, followed by SBS-SA (Optional) SBS-SA SBS-SA -67.5 S-22 Min. 22 ga., type B, Grade 40 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 0.5-inch SECUROCK Gypsum- Fiber Roof Board Trufast #14HD with Trufast 3” Metal Insulation Plates 1 per 1.6 ft2 Apply Karnak 81 Asphalt Primer to board & plates, followed by SBS-SA (Optional) SBS-SA SBS-SA -82.5 S-23 Min. 22 ga., type B, Grade 40 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 1.5-inch ACFoam II or H- Shield Trufast #15EHD (steel only) or Trufast #14HD (concrete only) with Trufast 3” Metal Insulation Plates 1 per 1 ft2 Apply Karnak 81 Asphalt Primer to board & plates, followed by SBS-SA (Optional) SBS-SA SBS-SA -97.5 HYBRID SYSTEMS: S-24 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 0.25-inch Dens Deck; Dens Deck Prime Note 2 1 per 2 ft2 SBS-SA-H (Optional) BP-AA or APP-TA SBS-AA or APP-TA -30.0* S-25 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board Trufast #12DP (steel only) or #14HD with Trufast 3” Metal Insulation Plates 1 per 2.7 ft2 SBS-SA-H (Optional) BP-AA or APP-TA SBS-AA or APP-TA -37.5* S-26 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 3/8-inch SECUROCK Gypsum-Fiber Roof Board Trufast #12DP (steel only) or #14HD with Trufast 3” Metal Insulation Plates 1 per 2.7 ft2 SBS-SA-H (Optional) BP-AA or APP-TA SBS-AA or APP-TA -45.0* S-27 Min. 22 ga., type B, Grade 40 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 1.5-inch FlintBoard ISO Trufast #14HD with Trufast 3” Metal Insulation Plates 1 per 1.78 ft2 SBS-SA-H (Optional) APP-TA APP-TA -67.5 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 17 of 45 TABLE 2B: STEEL OR STRUCTURAL CONCRETE DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer(s) Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Fasteners Attach Base Ply Cap S-28 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 1.5-inch ACFoam II or H- Shield Trufast #12DP (steel only) or #14HD with Trufast 3” Metal Insulation Plates 1 per 1.45 ft2 SBS-SA-H (Optional) APP-TA SBS-AA or APP-TA -75.0 S-29 Min. 22 ga., type B, Grade 40 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 0.5-inch SECUROCK Gypsum- Fiber Roof Board Trufast #14HD with Trufast 3” Metal Insulation Plates 1 per 1.6 ft2 SBS-SA-H (Optional) APP-TA APP-TA -82.5 S-30 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 0.5-inch SECUROCK Gypsum- Fiber Roof Board Trufast #12DP (steel only) or #14HD with Trufast 3” Metal Insulation Plates 1 per 1.45 ft2 SBS-SA-H (Optional) APP-TA APP-TA -82.5 S-31 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 1.5-inch ACFoam II, ENRGY 3 or Multi-Max FA3 Note 2 1 per 1.33 ft2 SBS-SA-H (Optional) APP-TA SBS-AA or APP-TA -82.5 S-32 Min. 22 ga., type B, Grade 40 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 1.5-inch ACFoam II or H- Shield Trufast #15EHD (steel only) or Trufast #14HD (concrete only) with Trufast 3” Metal Insulation Plates 1 per 1 ft2 SBS-SA-H (Optional) APP-TA SBS-AA or APP-TA -97.5 S-33 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 0.5-inch SECUROCK Gypsum- Fiber Roof Board Trufast #12DP (steel only) or #14HD with Trufast 3” Metal Insulation Plates 1 per 1 ft2 SBS-SA-H (Optional) APP-TA APP-TA -135.0 CONVENTIONAL SYSTEMS: S-34 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 0.75-inch FescoBoard (homogeneous) Note 2 1 per 2.67 ft2 BP-AA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -30.0* S-35 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 0.5-inch Structodek High Density Fiberboard Roof Insulation Note 2 1 per 4 ft2 BP-AA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -37.5* S-36 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board Note 2 1 per 4 ft2 BP-AA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -37.5* S-37 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board Note 2 1 per 4 ft2 BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -45.0* S-38 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 0.5-inch Structodek High Density Fiberboard Roof Insulation, min. 0.75-inch FescoBoard (homogeneous) Note 2 1 per 2 ft2 BP-AA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -45.0* NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 18 of 45 TABLE 2B: STEEL OR STRUCTURAL CONCRETE DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer(s) Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Fasteners Attach Base Ply Cap S-39 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 0.25-inch Dens Deck or Dens Deck Prime Note 2 1 per 2 ft2 BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -45.0* S-40 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional for Concrete or Recover) Min. 1.5-inch, One or more layers, any combination, loose laid Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board Trufast #12DP (steel only) or #14HD with Trufast 3” Metal Insulation Plates 1 per 1.45 ft2 APP-TA (Optional) APP-TA APP-TA -60.0 S-41 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional for Concrete or Recover) Min. 2-inch ACFoam II, H-Shield or ENRGY 3, loose laid. Min. 0.5-inch SECUROCK Gypsum- Fiber Roof Board Note 2 1 per 1.78 ft2 BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -60.0 S-42 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 0.5-inch SECUROCK Gypsum- Fiber Roof Board Trufast #12DP (steel only) or #14HD with Trufast 3” Metal Insulation Plates 1 per 1.45 ft2 BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -82.5 S-43 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional for Concrete or Recover) Min. 1.5-inch ACFoam II or H-Shield Min. 0.5-inch Dens Deck Prime Trufast #14HD with Trufast 3” Metal Insulation Plates 1 per 1.33 ft2 BP-AA (Optional) BP-AA SBS-AA -112.5 S-44 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 0.5-inch SECUROCK Gypsum- Fiber Roof Board Trufast #12DP (steel only) or #14HD with Trufast 3” Metal Insulation Plates 1 per 1 ft2 BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -135.0 S-45 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional for Concrete or Recover) Min. 1.5-inch ACFoam II or H-Shield Min. 0.5-inch SECUROCK Gypsum- Fiber Roof Board Trufast #14HD with Trufast 3” Metal Insulation Plates 1 per 1.33 ft2 BP-AA (Optional) BP-AA SBS-AA -157.5 S-46 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional for Concrete or Recover) Min. 1.5-inch ACFoam II or H-Shield Min. 0.5-inch Dens Deck Prime Trufast #14HD with Trufast 3” Metal Insulation Plates 1 per 1 ft2 BP-AA (Optional) BP-AA SBS-AA -157.5 S-47 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional for Concrete or Recover) Min. 1.5-inch ACFoam II or H-Shield Min. 0.5-inch SECUROCK Gypsum- Fiber Roof Board Trufast #14HD with Trufast 3” Metal Insulation Plates 1 per 1 ft2 BP-AA (Optional) BP-AA SBS-AA -172.5 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 19 of 45 TABLE 2C: STEEL OR STRUCTURAL CONCRETE DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE D: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Insulation Layer(s) (Note 13) Base or Anchor Sheet Roof Cover (Note 15) MDP (psf) Type Attach Base Fasteners Attach Ply Cap SELF-ADHERING SYSTEMS: S-48 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 1.5-inch, One or more layers, any combination Prelim. Attached TRI-BUILT SA Nailbase Note 2 9-inch o.c. at min. 2-inch lap and 18-inch o.c. in two (2), equally spaced, staggered center rows (Optional) SBS-SA SBS-SA -45.0* S-49 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 1.5-inch, One or more layers, any combination Prelim. Attached TRI-BUILT SA Nailbase Note 2 12-inch o.c. at min. 2-inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows (Optional) SBS-SA SBS-SA -52.5* S-50 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 1.5-inch, One or more layers, any combination Prelim. Attached TRI-BUILT SA Nailbase Note 2 12-inch o.c. at min. 4-inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows (Optional) SBS-SA SBS-SA -60.0* S-51 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 1.5-inch, One or more layers, any combination Prelim. Attached TRI-BUILT SA Nailbase (laid parallel to deck flutes) Note 2 8-inch o.c. at min. 4-inch lap and 8-inch o.c. in two (2), equally spaced, staggered center rows (Optional) SBS-SA SBS-SA -82.5* CONVENTIONAL SYSTEMS: S-52 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 1.5-inch, One or more layers, any combination Prelim. Attached TRI-BUILT FB Base Sheet 3 SQ Note 2 12-inch o.c. at 4-inch lap and 36-inch o.c. in two (2), equally spaced, staggered center rows BP-AA or APP-TA SBS-AA or APP-TA -30.0* S-53 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 1.5-inch, One or more layers, any combination Prelim. Attached TRI-BUILT FB Base Sheet 3 SQ Note 2 12-inch o.c. at 4-inch lap and 24-inch o.c. in two (2), equally spaced, staggered center rows BP-AA or APP-TA SBS-AA or APP-TA -45.0* S-54 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 1.5-inch, One or more layers, any combination Prelim. Attached TRI-BUILT FB Base Sheet 3 SQ Note 2 12-inch o.c. at 3-inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows BP-AA or APP-TA SBS-AA or APP-TA -52.5 S-55 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 1.5-inch, One or more layers, any combination Prelim. Attached TRI-BUILT FB Base Sheet 3 SQ OMG Flat Bottom Plates with OMG #14 HD (Accutrac) 6-inch o.c. at 4-inch lap and 6-inch o.c. in two (2), equally spaced, staggered center rows BP-AA or APP-TA SBS-AA or APP-TA -67.5 S-56 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete Min. 1.5-inch, One or more layers, any combination Prelim. Attach TRI-BUILT FB Base Sheet 3 SQ Trufast #14HD with Trufast 3” Metal Insulation Plates 6-inch o.c. at 4-inch lap and 6-inch o.c. at three (3) equally spaced, staggered center rows (Optional) BP-AA SBS-AA -97.5 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 20 of 45 TABLE 3A: STRUCTURAL CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER SEE NOTE 16 FOR VAPOR BARRIER OPTIONS Sys. No. Deck (Note 1) Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Cap SELF-ADHERING SYSTEMS: C-1. Structural concrete Karnak 81 Asphalt Primer Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield HA Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board HA SBS-SA (Optional) SBS-SA SBS-SA -172.5 C-2. Structural concrete Karnak 81 Asphalt Primer Min. 1.5-inch ACFoam II, ENRGY 3 or Multi-Max FA3 HA Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer HA SBS-SA (Optional) SBS-SA SBS-SA -192.5 C-3. Structural concrete None Min. 1.5-inch ACFoam II, ENRGY 3 or Multi-Max FA3 A-PD Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer A-PD SBS-SA (Optional) SBS-SA SBS-SA -105.0 C-4. Structural concrete None Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield A-PD Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board A-PD SBS-SA (Optional) SBS-SA SBS-SA -172.5 C-5. Structural concrete None Min. 1.5-inch ACFoam II, ENRGY 3 or Multi-Max FA3 A-PD 6-inch o.c. Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer A-PD 6-inch o.c. SBS-SA (Optional) SBS-SA SBS-SA -192.5 C-6. Structural concrete (Optional) Karnak 81 Asphalt Primer Min. 1.5-inch Multi-Max FA D-IS Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer D-IS SBS-SA (Optional) SBS-SA SBS-SA -67.5 C-7. Structural concrete (Optional) Karnak 81 Asphalt Primer Min. 1.5-inch ENRGY 3 D-IS Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer D-IS SBS-SA (Optional) SBS-SA SBS-SA -112.5 C-8. Structural concrete (Optional) Karnak 81 Asphalt Primer Min. 1.5-inch ACFoam II D-IS Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer D-IS SBS-SA (Optional) SBS-SA SBS-SA -120.0 C-9. Structural concrete None Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield D-IS Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board D-IS SBS-SA (Optional) SBS-SA SBS-SA -172.5 C-10. Structural concrete None Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield M-OSFA or M-PG1 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA or M- PG1 SBS-SA (Optional) SBS-SA SBS-SA -172.5 C-11. Structural concrete None Min. 1.5-inch ACFoam II, ENRGY 3 or Multi-Max FA M-OSFA or M-PG1 Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer M-OSFA or M- PG1 SBS-SA (Optional) SBS-SA SBS-SA -192.5 C-12. Structural concrete Karnak 81 Asphalt Primer Min. 1.5-inch ACFoam II or ENRGY 3 OB500 Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer OB500 SBS-SA (Optional) SBS-SA SBS-SA -120.0 C-13. Structural concrete None Min. 1.5-inch ACFoam II or ENRGY 3 OB500 Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer OB500 SBS-SA (Optional) SBS-SA SBS-SA -150.0 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 21 of 45 TABLE 3A: STRUCTURAL CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER SEE NOTE 16 FOR VAPOR BARRIER OPTIONS Sys. No. Deck (Note 1) Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Cap C-14. Structural concrete None Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 SBS-SA (Optional) SBS-SA SBS-SA -172.5 C-15. Structural concrete None Min. 1.0-inch ISO 95+ GL, H-Shield, H- Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max ICP BOARD-MAX or CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board ICP BOARD- MAX or CR-20 SBS-SA (Optional) SBS-SA SBS-SA -172.5 C-16. Structural concrete None Min. 1.0-inch ISO 95+ GL, H-Shield, H- Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max ICP BOARD-MAX or CR-20 Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer ICP BOARD- MAX or CR-20 SBS-SA (Optional) SBS-SA SBS-SA -192.5 HYBRID SYSTEMS: C-17. Structural concrete Karnak 81 Asphalt Primer Min. 1.5-inch ACFoam II or H-Shield HA (Optional) Additional layer(s) base insulation HA SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -375.0 C-18. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield A-PD (Optional) Additional layer(s) base insulation A-PD SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -180.0 C-19. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield A-PD Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board A-PD SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -117.5 C-20. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield A-PD, 6-inch o.c. Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board A-PD, 6-inch o.c. SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -217.5 C-21. Structural concrete None Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board A-PD, 6-inch o.c. None N/A SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -195.0 C-22. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield D-IS (Optional) Additional layer(s) base insulation D-IS SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -135.0 C-23. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield D-IS Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board D-IS SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -217.5 C-24. Structural concrete None Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board D-IS None N/A SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -195.0 C-25. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield M-OSFA (Optional) Additional layer(s) base insulation M-OSFA SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -232.5 C-26. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield M-OSFA Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -217.5 C-27. Structural concrete None Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA None N/A SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -195.0 C-28. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield M-PG1 (Optional) Additional layer(s) base insulation M-PG1 SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -270.0 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 22 of 45 TABLE 3A: STRUCTURAL CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER SEE NOTE 16 FOR VAPOR BARRIER OPTIONS Sys. No. Deck (Note 1) Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Cap C-29. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield M-PG1 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-PG1 SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -217.5 C-30. Structural concrete None Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-PG1 None N/A SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -195.0 C-31. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield OB500 (Optional) Additional layer(s) base insulation OB500 SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -135.0 C-32. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -217.5 C-33. Structural concrete None Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 None N/A SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -195.0 C-34. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield ICP BOARD-MAX or CR-20 (Optional) Additional layer(s) base insulation ICP BOARD- MAX or CR-20 SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -270.0 C-35. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield ICP BOARD-MAX or CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board ICP BOARD- MAX or CR-20 SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -217.5 C-36. Structural concrete None Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board ICP BOARD-MAX or CR-20 None N/A SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -195.0 CONVENTIONAL SYSTEMS: C-37. Structural concrete Karnak 81 Asphalt Primer (Optional) Min. 1.5-inch ACFoam II. HA Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board HA BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -180.0 C-38. Structural concrete Karnak 81 Asphalt Primer (Optional) Min. 2-inch ACFoam II, ENRGY 3 or H-Shield HA Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board HA BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -225.0 C-39. Structural concrete Karnak 81 Asphalt Primer (Optional) Min. 1.5-inch ACFoam II or H- Shield HA Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board HA APP-TA (Optional) APP-TA APP-TA -252.5 C-40. Structural concrete Karnak 81 Asphalt Primer Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield HA Min. 0.5-inch Structodek High Density Fiberboard HA BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -227.0 C-41. Structural concrete Karnak 81 Asphalt Primer (Optional) Min. 2-inch ACFoam II, ENRGY 3 or H-Shield HA Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board HA APP-TA (Optional) APP-TA APP-TA -232.5 C-42. Structural concrete Karnak 81 Asphalt Primer Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield HA Min. 0.25-inch Dens Deck HA BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -240.0 C-43. Structural concrete Karnak 81 Asphalt Primer Min. 1.5-inch ACFoam II HA Min. 0.75-inch FescoBoard (homogeneous) HA BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -412.0 C-44. Structural concrete Karnak 81 Asphalt Primer Min. 1.5-inch ACFoam II HA Min. 0.5-inch DuraBoard (homogeneous) HA BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -430.0 C-45. Structural concrete Karnak 81 Asphalt Primer 0.5-inch Structodek High Density Fiberboard or min. 0.75-inch Fesco Board (homogeneous) HA None N/A BP-AA (Optional) BP- AA SBS-AA -437.5 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 23 of 45 TABLE 3A: STRUCTURAL CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER SEE NOTE 16 FOR VAPOR BARRIER OPTIONS Sys. No. Deck (Note 1) Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Cap C-46. Structural concrete Karnak 81 Asphalt Primer 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board HA None N/A BP-AA (Optional) BP- AA SBS-AA -537.5 C-47. Structural concrete None Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield A-PD Min. 0.5-inch Structodek High Density Fiberboard or Min. 0.25- inch Dens Deck A-PD BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -105.0 C-48. Structural concrete None Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield A-PD 6-inch o.c. Min. 0.5-inch Structodek High Density Fiberboard or Min. 0.25- inch Dens Deck A-PD 6-inch o.c. BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -217.5 C-49. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield A-PD Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board A-PD BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -117.5 C-50. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield A-PD, 6-inch o.c. Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board A-PD, 6-inch o.c. BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -217.5 C-51. Structural concrete None 0.5-inch Structodek High Density Fiberboard A-PD, 6-inch o.c. None N/A BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -195.0 C-52. Structural concrete None Min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board A-PD, 6-inch o.c. None N/A BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -195.0 C-53. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield D-IS Min. 0.25-inch Dens Deck Prime D-IS BP-AA (Optional) BP- AA SBS-AA -297.5 C-54. Structural concrete None Min. 2-inch ACFoam II, ENRGY 3 or H- Shield D-IS Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board D-IS BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -225.0 C-55. Structural concrete None Min. 2-inch ACFoam II, ENRGY 3 or H- Shield D-IS Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board D-IS APP-TA (Optional) APP-TA APP-TA -232.5 C-56. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield D-IS Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board D-IS APP-TA (Optional) APP-TA APP-TA -252.5 C-57. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield D-IS Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board D-IS BP-AA (Optional) BP- AA SBS-AA -297.5 C-58. Structural concrete None 0.5-inch Structodek High Density Fiberboard D-IS None N/A BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -195.0 C-59. Structural concrete None Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board D-IS None N/A BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -195.0 C-60. Structural concrete None Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield M-OSFA Min. 0.5-inch Structodek High Density Fiberboard M-OSFA BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -127.5 C-61. Structural concrete None Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield M-PG1 Min. 0.5-inch Structodek High Density Fiberboard M-PG1 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -180.0 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 24 of 45 TABLE 3A: STRUCTURAL CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER SEE NOTE 16 FOR VAPOR BARRIER OPTIONS Sys. No. Deck (Note 1) Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Cap C-62. Structural concrete None Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield M-OSFA Min. 0.25-inch Dens Deck M-OSFA BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -232.5 C-63. Structural concrete None Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield M-PG1 Min. 0.25-inch Dens Deck M-PG1 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -240.0 C-64. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield M-PG1 Min. 0.25-inch Dens Deck Prime M-PG1 BP-AA (Optional) BP- AA SBS-AA -297.5 C-65. Structural concrete None Min. 2-inch ACFoam II, ENRGY 3 or H- Shield M-OSFA or M-PG1 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA or M- PG1 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -225.0 C-66. Structural concrete None Min. 2-inch ACFoam II, ENRGY 3 or H- Shield M-OSFA or M-PG1 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA or M- PG1 APP-TA (Optional) APP-TA APP-TA -232.5 C-67. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield M-OSFA or M-PG1 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA or M- PG1 APP-TA (Optional) APP-TA APP-TA -252.5 C-68. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield M-OSFA or M-PG1 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA or M- PG1 BP-AA (Optional) BP- AA SBS-AA -297.5 C-69. Structural concrete None 0.5-inch Structodek High Density Fiberboard M-PG1 None N/A BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -195.0 C-70. Structural concrete None Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board M-PG1 None N/A BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -195.0 C-71. Structural concrete None Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield OB500 Min. 0.5-inch Structodek High Density Fiberboard OB500 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -120.0 C-72. Structural concrete None Min. 1.5-inch ACFoam II. OB500 Min. 0.25-inch Dens Deck or Dens Deck Prime OB500 BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -150.0 C-73. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield OB500 Min. 0.25-inch Dens Deck Prime OB500 BP-AA (Optional) BP- AA SBS-AA -297.5 C-74. Structural concrete None Min. 2-inch ACFoam II, ENRGY 3 or H- Shield OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -225.0 C-75. Structural concrete None Min. 2-inch ACFoam II, ENRGY 3 or H- Shield OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 APP-TA (Optional) APP-TA APP-TA -232.5 C-76. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 APP-TA (Optional) APP-TA APP-TA -252.5 C-77. Structural concrete None Min. 1.5-inch ACFoam II or H-Shield OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 BP-AA (Optional) BP- AA SBS-AA -297.5 C-78. Structural concrete None 0.5-inch Structodek High Density Fiberboard OB500 None N/A BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -195.0 C-79. Structural concrete None Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 None N/A BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -195.0 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 25 of 45 TABLE 3A: STRUCTURAL CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER SEE NOTE 16 FOR VAPOR BARRIER OPTIONS Sys. No. Deck (Note 1) Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Cap C-80. Structural concrete None Min. 1.0-inch ISO 95+ GL, H-Shield, H- Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max ICP BOARD-MAX or CR-20 Min. 0.5-inch Structodek High Density Fiberboard or DuraBoard (homogeneous) or min. 1.5-inch FescoBoard (laminated) ICP BOARD- MAX or CR-20 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -180.0 C-81. Structural concrete None Min. 1.0-inch ISO 95+ GL, H-Shield, H- Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra- ICP BOARD-MAX or CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board ICP BOARD- MAX or CR-20 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -225.0 C-82. Structural concrete None Min. 1.0-inch ISO 95+ GL, H-Shield, H- Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max ICP BOARD-MAX or CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board ICP BOARD- MAX or CR-20 APP-TA (Optional) APP-TA APP-TA -232.5 C-83. Structural concrete None Min. 1.0-inch ISO 95+ GL, H-Shield, H- Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max ICP BOARD-MAX or CR-20 Min. 0.25-inch Dens Deck ICP BOARD- MAX or CR-20 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -240.0 C-84. Structural concrete None 0.5-inch Structodek High Density Fiberboard ICP BOARD-MAX or CR-20 None N/A BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -195.0 C-85. Structural concrete None Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board ICP BOARD-MAX or CR-20 None N/A BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -195.0 TABLE 3B: STRUCTURAL CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE F: NON-INSULATED, BONDED ROOF COVER System No. Deck (Note 1) Primer Roof Cover (Note 15) MDP (psf) Base Ply Cap SELF-ADHERING SYSTEMS: C-86. Structural concrete Karnak 89 Sta-Tack Primer SBS-SA (Optional) SBS-SA SBS-SA -555.0 C-87. Structural concrete Karnak 81 Asphalt Primer SBS-SA (Optional) SBS-SA SBS-SA -630.0 HYBRID SYSTEMS: C-88. Structural concrete Karnak 81 Asphalt Primer SBS-SA-H (Optional) APP-TA APP-TA -150.0 C-89. Structural concrete Karnak 81 Asphalt Primer SBS-SA-H (Optional) BP-AA SBS-AA -240.0 CONVENTIONAL SYSTEMS: C-90. Structural concrete Karnak 81 Asphalt Primer APP-TA (Optional) APP-TA APP-TA -420.0 C-91. Structural concrete Karnak 81 Asphalt Primer BP-AA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -635.0 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 26 of 45 TABLE 4A: LIGHTWEIGHT CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Lightweight Concrete (Note 14) Base Insulation Layer Coverboard Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Cap SELF-ADHERING SYSTEMS: LWC-1 Structural concrete Min. 200 psi, min. 2-inch Elastizell Min. 1.5-inch ACFoam II, ENRGY 3 or H-Shield A-PD, 6-inch o.c. Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board A-PD, 6-inch o.c. SBS-SA (Optional) SBS-SA SBS-SA -172.5 LWC-2 Structural concrete Min. 200 psi, min. 2-inch Elastizell Min. 1.5-inch ACFoam II, ENRGY 3 or Multi-Max FA3 A-PD, 6-inch o.c. Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer A-PD, 6-inch o.c. SBS-SA (Optional) SBS-SA SBS-SA -187.5 LWC-3 Min. 22 ga. steel at max 6 ft spans Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG M-OSFA Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA SBS-SA (Optional) SBS-SA SBS-SA -52.5 LWC-4 Structural concrete Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG M-OSFA Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA SBS-SA (Optional) SBS-SA SBS-SA -172.5 LWC-5 Min. 22 ga. steel at max 6 ft spans Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG M-PG1 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-PG1 SBS-SA (Optional) SBS-SA SBS-SA -52.5 LWC-6 Structural concrete Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG M-PG1 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-PG1 SBS-SA (Optional) SBS-SA SBS-SA -172.5 LWC-7 Min. 22 ga. steel at max 6 ft spans Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 SBS-SA (Optional) SBS-SA SBS-SA -52.5 LWC-8 Structural concrete Min. 200 psi, min. 2-inch Elastizell Min. 1.5-inch ACFoam II or ENRGY 3 OB500 Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer OB500 SBS-SA (Optional) SBS-SA SBS-SA -150.0 LWC-9 Structural concrete Min. 200 psi, min. 2-inch Elastizell Min. 1.5-inch ACFoam II, ENRGY 3 or H-Shield OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 SBS-SA (Optional) SBS-SA SBS-SA -172.5 LWC-10 Structural concrete Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 SBS-SA (Optional) SBS-SA SBS-SA -172.5 LWC-11 Min. 22 ga. steel at max 6 ft spans Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG ICP BOARD- MAX Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board ICP BOARD- MAX SBS-SA (Optional) SBS-SA SBS-SA -52.5 LWC-12 Min. 22 ga. steel at max 6 ft spans Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 SBS-SA (Optional) SBS-SA SBS-SA -52.5 LWC-13 Structural concrete Min. 200 psi, min. 2-inch Celcore, Elastizell or Celcore Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3- inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 SBS-SA (Optional) SBS-SA SBS-SA -172.5 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 27 of 45 TABLE 4A: LIGHTWEIGHT CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Lightweight Concrete (Note 14) Base Insulation Layer Coverboard Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Cap LWC-14 Structural concrete Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 SBS-SA (Optional) SBS-SA SBS-SA -172.5 LWC-15 Structural concrete Min. 200 psi, min. 2-inch Celcore, Elastizell or Celcore Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3- inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max CR-20 Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer CR-20 SBS-SA (Optional) SBS-SA SBS-SA -180.0 HYBRID SYSTEMS: LWC-16 Min. 22 ga. steel at max 6 ft spans Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG M-OSFA, M- PG1, ICP BOARD-MAX, ICP CR-20 or OB500 (Optional) Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA, M- PG1, ICP BOARD-MAX, ICP CR-20 or OB500 SBS-SA-H (Optional) APP-TA SBS-AA or APP-TA -52.5 LWC-17 Structural concrete Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG M-OSFA, M- PG1, ICP BOARD-MAX, ICP CR-20 or OB500 (Optional) Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA, M- PG1, ICP BOARD-MAX, ICP CR-20 or OB500 SBS-SA-H (Optional) APP-TA SBS-AA or APP-TA -215.0 CONVENTIONAL SYSTEMS: LWC-18 Structural concrete Min. 200 psi, min. 2-inch Elastizell Min. 1.5-inch ACFoam II, ENRGY 3 or H-Shield A-PD 6-inch o.c. Min. 0.5-inch Structodek High Density Fiberboard or Min. 0.25-inch Dens Deck A-PD 6-inch o.c. BP-AA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -187.5 LWC-19 Structural concrete Min. 200 psi, min. 2-inch Elastizell Min. 1.5-inch ACFoam II, ENRGY 3 or H-Shield A-PD, 6-inch o.c. Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board A-PD, 6-inch o.c. BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -217.5 LWC-20 Min. 22 ga. steel at max 6 ft spans Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG M-OSFA Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -52.5 LWC-21 Structural concrete Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG M-OSFA Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -215.0 LWC-22 Min. 22 ga. steel at max 6 ft spans Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG M-PG1 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-PG1 BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -52.5 LWC-23 Structural concrete Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG M-PG1 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-PG1 BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -215.0 LWC-24 Min. 22 ga. steel at max 6 ft spans Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -52.5 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 28 of 45 TABLE 4A: LIGHTWEIGHT CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Lightweight Concrete (Note 14) Base Insulation Layer Coverboard Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Cap LWC-25 Structural concrete Min. 200 psi, min. 2-inch Elastizell Min. 1.5-inch ACFoam II. OB500 Min. 0.25-inch Dens Deck or Dens Deck Prime OB500 BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -150.0 LWC-26 Structural concrete Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -215.0 LWC-27 Structural concrete Min. 200 psi, min. 2-inch Elastizell Min. 2-inch ACFoam II, ENRGY 3 or H-Shield OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -225.0 LWC-28 Min. 22 ga. steel at max 6 ft spans Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG ICP BOARD- MAX Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board ICP BOARD- MAX BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -52.5 LWC-29 Structural concrete Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG ICP BOARD- MAX Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board ICP BOARD- MAX BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -215.0 LWC-30 Min. 22 ga. steel at max 6 ft spans Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -52.5 LWC-31 Structural concrete Min. 200 psi, min. 2-inch Celcore, Elastizell or Celcore Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3- inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max CR-20 Min. 0.5-inch Structodek High Density Fiberboard or DuraBoard (homogeneous) or min. 1.5-inch FescoBoard (laminated) CR-20 BP-AA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -180.0 LWC-32 Structural concrete Min. 200 psi, min. 2-inch Celcore, Elastizell or Celcore Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3- inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board or Dens Deck or Dens Deck Prime CR-20 BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -180.0 LWC-33 Structural concrete Min. 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture One or more layer(s), min. 1.5- inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 BP-AA or APP-TA (Optional) BP-AA or APP-TA SBS-AA or APP-TA -215.0 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 29 of 45 TABLE 4B: LIGHTWEIGHT CONCRETE DECKS – NEW CONSTRUCTION or REROOF (Tear-Off) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) LWC (Note 14) Anchor Sheet Insulation Roof Cover (Note 15) MDP (psf) Deck Treatment LWC Surface Treatment Type Fastener Attach Base Top Attach Base Ply Cap SELF-ADHERING SYSTEMS: LWC-34 Min. 22 ga., type BV, Grade 40 steel at max. 6 ft span Celcore S-1 Deck Preparation at ~1/16- inch Min. 470 psi, min. 2-inch Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture Celcore PVA Curing Compound TRI-BUILT FB Base Sheet 3 SQ Trufast FM-90 Base Sheet Fasteners 7-inch o.c. at the min. 4-inch side laps and 7- inch o.c. at two, equally spaced, staggered center rows Min. 1.5" ACFoam II (Optional) Min. 0.25-inch DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board. Top surface shall be primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer. Hot asphalt SBA-SA (Optional) SBS-SA SBS-SA -60.0 LWC-35 Min. 22 ga., type BV, Grade 40 steel at max. 6 ft span None Min. 490 psi, min. 2-inch Elastizell Range III Cellular Concrete with Zell-Crete Fibers None TRI-BUILT FB Base Sheet 3 SQ Trufast FM-90 Base Sheet Fasteners 7-inch o.c. at the min. 4-inch side laps and 7- inch o.c. at two, equally spaced, staggered center rows Min. 1.5" ACFoam II (Optional) Min. 0.25-inch DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board. Top surface shall be primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer. Hot asphalt SBA-SA (Optional) SBS-SA SBS-SA -67.5 HYBRID SYSTEMS: LWC-36 Min. 22 ga., type BV, Grade 40 steel at max. 6 ft span Celcore S-1 Deck Preparation at ~1/16- inch Min. 470 psi, min. 2-inch Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture Celcore PVA Curing Compound TRI-BUILT FB Base Sheet 3 SQ Trufast FM-90 Base Sheet Fasteners 7-inch o.c. at the min. 4-inch side laps and 7- inch o.c. at two, equally spaced, staggered center rows Min. 1.5" ACFoam II (Optional) Min. 0.125-inch STURDY-DEK Asphaltic Cover Board or min. 0.25-inch DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board. Top surface may be optionally primed with Karnak 108 Asphalt Primer. Hot asphalt SBS-SA- H (Optional) APP-TA SBS-AA or APP- TA -60.0 LWC-37 Min. 22 ga., type BV, Grade 40 steel at max. 6 ft span None Min. 490 psi, min. 2-inch Elastizell Range III Cellular Concrete with Zell-Crete Fibers None TRI-BUILT FB Base Sheet 3 SQ Trufast FM-90 Base Sheet Fasteners 7-inch o.c. at the min. 4-inch side laps and 7- inch o.c. at two, equally spaced, staggered center rows Min. 1.5" ACFoam II (Optional) Min. 0.125-inch STURDY-DEK Asphaltic Cover Board or min. 0.25-inch DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board. Top surface may be optionally primed with Karnak 108 Asphalt Primer. Hot asphalt SBS-SA- H (Optional) APP-TA SBS-AA or APP- TA -67.5 CONVENTIONAL SYSTEMS: NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 30 of 45 TABLE 4B: LIGHTWEIGHT CONCRETE DECKS – NEW CONSTRUCTION or REROOF (Tear-Off) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) LWC (Note 14) Anchor Sheet Insulation Roof Cover (Note 15) MDP (psf) Deck Treatment LWC Surface Treatment Type Fastener Attach Base Top Attach Base Ply Cap LWC-38 Min. 22 ga., type BV, Grade 40 steel at max. 6 ft span Celcore S-1 Deck Preparation at ~1/16- inch Min. 470 psi, min. 2-inch Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture Celcore PVA Curing Compound TRI-BUILT FB Base Sheet 3 SQ Trufast FM-90 Base Sheet Fasteners 7-inch o.c. at the min. 4-inch side laps and 7- inch o.c. at two, equally spaced, staggered center rows Min. 1.5" ACFoam II Min. 0.125-inch STURDY-DEK Asphaltic Cover Board, min. 0.25- inch DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board, min. 0.5-inch Structodek High Density Fiberboard Roof Insulation or min. 0.75-inch Fesco Board (homogeneous) Hot asphalt BP-AA (Optional) SBS-AA or APP-TA SBS-AA or APP- TA -60.0 LWC-39 Min. 22 ga., type BV, Grade 40 steel at max. 6 ft span Celcore S-1 Deck Preparation at ~1/16- inch Min. 470 psi, min. 2-inch Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture Celcore PVA Curing Compound TRI-BUILT FB Base Sheet 3 SQ Trufast FM-90 Base Sheet Fasteners 7-inch o.c. at the min. 4-inch side laps and 7- inch o.c. at two, equally spaced, staggered center rows Min. 1.5" ACFoam II Min. 0.125-inch STURDY-DEK Asphaltic Cover Board or min. 0.25-inch DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board. Top surface may be optionally primed with Karnak 81 Asphalt Primer. Hot asphalt APP-TA (Optional) APP-TA APP-TA -60.0 LWC-40 Min. 22 ga., type BV, Grade 40 steel at max. 6 ft span None Min. 490 psi, min. 2-inch Elastizell Range III Cellular Concrete with Zell-Crete Fibers None TRI-BUILT FB Base Sheet 3 SQ Trufast FM-90 Base Sheet Fasteners 7-inch o.c. at the min. 4-inch side laps and 7- inch o.c. at two, equally spaced, staggered center rows Min. 1.5" ACFoam II Min. 0.125-inch STURDY-DEK Asphaltic Cover Board, min. 0.25- inch DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board, min. 0.5-inch Structodek High Density Fiberboard Roof Insulation or min. 0.75-inch Fesco Board (homogeneous) Hot asphalt BP-AA (Optional) SBS-AA or APP-TA SBS-AA or APP- TA -67.5 LWC-41 Min. 22 ga., type BV, Grade 40 steel at max. 6 ft span None Min. 490 psi, min. 2-inch Elastizell Range III Cellular Concrete with Zell-Crete Fibers None TRI-BUILT FB Base Sheet 3 SQ Trufast FM-90 Base Sheet Fasteners 7-inch o.c. at the min. 4-inch side laps and 7- inch o.c. at two, equally spaced, staggered center rows Min. 1.5" ACFoam II Min. 0.125-inch STURDY-DEK Asphaltic Cover Board or min. 0.25-inch DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board. Top surface may be optionally primed with Karnak 81 Asphalt Primer. Hot asphalt APP-TA (Optional) APP-TA APP-TA -67.5 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 31 of 45 TABLE 4C: LIGHTWEIGHT CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Lightweight Concrete (Note 14) Base Sheet Roof Cover (Note 15) MDP (psf) Deck Treatment LWC Surface Treatment Type Fasteners Attach Base Ply Cap SELF-ADHERING SYSTEMS: LWC-42 Min. 22 ga., type BV, Grade 40 steel at max. 6 ft span Celcore S-1 Deck Preparation at ~1/16-inch Min. 470 psi, min. 2-inch Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture Celcore PVA Curing Compound TRI-BUILT SA Nailbase Trufast FM-90 Base Sheet Fasteners 7-inch o.c. at the min. 4-inch side laps and 7-inch o.c. at two, equally spaced, staggered center rows SBS-SA SBS-SA -45.0 LWC-43 Min. 22 ga., type BV, Grade 40 steel at max. 6 ft span None Min. 490 psi, min. 2-inch Elastizell Range III Cellular Concrete with Zell-Crete Fibers None TRI-BUILT SA Nailbase Trufast FM-90 Base Sheet Fasteners 7-inch o.c. at the min. 4-inch side laps and 7-inch o.c. at two, equally spaced, staggered center rows SBS-SA SBS-SA -45.0 LWC-44 Min. 22 ga. steel at max 5 ft spans or structural concrete None Min. 300 psi, min. 2-inch pre- existent cellular lightweight insulating concrete. None TRI-BUILT SA Nailbase Trufast Twin Loc-Nail Assembled Fastener (min. 1.8”) 7-inch o.c. at the min. 2-inch lap and 7-inch o.c. in two (2), equally spaced, staggered center rows; Stress plates shall be primed with Karnak 81 Asphalt Primer or Karnak 89 Sta-Tack Primer SBS-SA SBS-SA -60.0 Note: To qualify the LWIC under this assembly, a 1.8-inch Trufast Twin Loc-Nail Assembled Fastener shall achieve an average withdrawal of 73 lbf when tested per ANSI/SPRI FX-1 or TAS 105 LWC-45 Min. 22 ga. steel at max 5 ft spans or structural concrete None Min. 300 psi, min. 2-inch pre- existent cellular lightweight insulating concrete. None TRI-BUILT SA Nailbase Trufast Twin Loc-Nail Assembled Fastener (min. 1.8”) 9-inch o.c. at the min. 2-inch lap and 9-inch o.c. in two (2), equally spaced, staggered center rows; Stress plates shall be primed with Karnak 81 Asphalt Primer or Karnak 89 Sta-Tack Primer SBS-SA SBS-SA -60.0 Note: To qualify the LWIC under this assembly, a 1.8-inch Trufast Twin Loc-Nail Assembled Fastener shall achieve an average withdrawal of 93 lbf when tested per ANSI/SPRI FX-1 or TAS 105 HYBRID SYSTEMS: LWC-46 Min. 26 ga. steel at max 5 ft spans or structural concrete None Min. 200 psi, min 2-inch Range II Elastizell Lightweight Insulating Concrete. None TRI-BUILT FB Base Sheet 3 SQ Trufast FM-90 Base Sheet Fasteners or Trufast Twin Loc-Nail Assembled Fasteners (1.8 inch) 7½-inch o.c. at the 4-inch lap and 7½- inch o.c. in two (2), equally spaced, staggered center rows SBS-SA-H SBS-AA or APP-TA -30.0 LWC-47 Min. 22 ga. steel at max 5 ft spans or structural concrete None Min. 200 psi, min 2-inch Range II Elastizell Lightweight Insulating Concrete. None TRI-BUILT FB Base Sheet 3 SQ Trufast FM-90 Base Sheet Fasteners or Trufast Twin Loc-Nail Assembled Fasteners (1.8 inch) 7-inch o.c. at the 4-inch lap and 7- inch o.c. in two (2), equally spaced, staggered center rows SBS-SA-H SBS-AA or APP-TA -45.0 LWC-48 Min. 22 ga., type BV, Grade 40 steel at max. 6 ft span Celcore S-1 Deck Preparation at ~1/16-inch Min. 470 psi, min. 2-inch Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture Celcore PVA Curing Compound TRI-BUILT FB Base Sheet 3 SQ Trufast FM-90 Base Sheet Fasteners 7-inch o.c. at the min. 4-inch side laps and 7-inch o.c. at two, equally spaced, staggered center rows SBS-SA-H SBS-AA or APP-TA -45.0 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 32 of 45 TABLE 4C: LIGHTWEIGHT CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Lightweight Concrete (Note 14) Base Sheet Roof Cover (Note 15) MDP (psf) Deck Treatment LWC Surface Treatment Type Fasteners Attach Base Ply Cap LWC-49 Min. 22 ga., type BV, Grade 40 steel at max. 6 ft span None Min. 490 psi, min. 2-inch Elastizell Range III Cellular Concrete with Zell-Crete Fibers None TRI-BUILT FB Base Sheet 3 SQ Trufast FM-90 Base Sheet Fasteners 7-inch o.c. at the min. 4-inch side laps and 7-inch o.c. at two, equally spaced, staggered center rows SBS-SA-H SBS-AA or APP-TA -45.0 LWC-50 Min. 22 ga. steel at max 5 ft spans or structural concrete None Min. 300 psi, min. 2-inch pre- existent cellular lightweight insulating concrete. None TRI-BUILT FB Base Sheet 3 SQ Trufast Twin Loc-Nail Assembled Fastener (min. 1.8”) 9-inch o.c. at the 4-inch lap and 9- inch o.c. in two (2), equally spaced, staggered center rows SBS-SA-H SBS-AA or APP-TA -60.0 Note: To qualify the LWIC under this assembly, a 1.8-inch Trufast Twin Loc-Nail Assembled Fastener shall achieve an average withdrawal of 88 lbf when tested per ANSI/SPRI FX-1 or TAS 105 CONVENTIONAL SYSTEMS: LWC-51 Min. 26 ga. steel at max 5 ft spans or structural concrete None Min. 200 psi, min 2-inch Range II Elastizell Lightweight Insulating Concrete. None TRI-BUILT FB Base Sheet 3 SQ Trufast FM-90 Base Sheet Fasteners or Trufast Twin Loc-Nail Assembled Fasteners (1.8 inch) 7½-inch o.c. at the 4-inch lap and 7½- inch o.c. in two (2), equally spaced, staggered center rows (Optional) BP-AA or APP-TA SBS-AA or APP-TA -30.0 LWC-52 Min. 22 ga., type BV, Grade 40 steel at max. 6 ft span Celcore S-1 Deck Preparation at ~1/16-inch Min. 470 psi, min. 2-inch Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture Celcore PVA Curing Compound TRI-BUILT FB Base Sheet 3 SQ Trufast FM-90 Base Sheet Fasteners 7-inch o.c. at the min. 4-inch side laps and 7-inch o.c. at two, equally spaced, staggered center rows (Optional) BP-AA or APP-TA SBS-AA or APP-TA -45.0 LWC-53 Min. 22 ga., type BV, Grade 40 steel at max. 6 ft span None Min. 490 psi, min. 2-inch Elastizell Range III Cellular Concrete with Zell-Crete Fibers None TRI-BUILT FB Base Sheet 3 SQ Trufast FM-90 Base Sheet Fasteners 7-inch o.c. at the min. 4-inch side laps and 7-inch o.c. at two, equally spaced, staggered center rows (Optional) BP-AA or APP-TA SBS-AA or APP-TA -45.0 LWC-54 Min. 22 ga. steel at max 5 ft spans or structural concrete None Min. 200 psi, min 2-inch Range II Elastizell Lightweight Insulating Concrete. None TRI-BUILT FB Base Sheet 3 SQ Trufast FM-90 Base Sheet Fasteners or Trufast Twin Loc-Nail Assembled Fasteners (1.8 inch) 7-inch o.c. at the 4-inch lap and 7- inch o.c. in two (2), equally spaced, staggered center rows (Optional) BP-AA or APP-TA SBS-AA or APP-TA -45.0 LWC-55 Min. 22 ga. steel at max 5 ft spans or structural concrete None Min. 250 psi, min 2-inch Mearlcrete. None TRI-BUILT FB Base Sheet 3 SQ OMG CR Base Ply Fasteners (1.7) 7-inch o.c. at the 4-inch lap and 7- inch o.c. in two (2), equally spaced, staggered center rows (Optional) BP-AA SBS-AA or APP-TA -45.0 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 33 of 45 TABLE 4C: LIGHTWEIGHT CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Lightweight Concrete (Note 14) Base Sheet Roof Cover (Note 15) MDP (psf) Deck Treatment LWC Surface Treatment Type Fasteners Attach Base Ply Cap LWC-56 Min. 22 ga. steel at max 5 ft spans or structural concrete None Min. 300 psi, min 2-inch Mearlcrete. None TRI-BUILT FB Base Sheet 3 SQ OMG CR Base Ply Fasteners (1.7) 7-inch o.c. at the 4-inch lap and 7- inch o.c. in two (2), equally spaced, staggered center rows (Optional) BP-AA SBS-AA or APP-TA -52.5 LWC-57 Min. 22 ga. steel at max 5 ft spans or structural concrete Concrecel Bonding Agent Min. 300 psi, min 2¼-inch Concrecel Concrete. Concrecel Curing Compound TRI-BUILT FB Base Sheet 3 SQ OMG CR Base Ply Fasteners (1.7) 7-inch o.c. at the 3-inch lap and 7- inch o.c. in two (2), equally spaced, staggered center rows (Optional) BP-AA SBS-AA or APP-TA -52.5 LWC-58 Min. 22 ga. steel at max 5 ft spans or structural concrete None Min. 300 psi, min. 2-inch pre- existent cellular lightweight insulating concrete. None TRI-BUILT FB Base Sheet 3 SQ Trufast Twin Loc-Nail Assembled Fastener (min. 1.8”) 9-inch o.c. at the 4-inch lap and 9- inch o.c. in two (2), equally spaced, staggered center rows (Optional) BP-AA or APP-TA SBS-AA or APP-TA -60.0 Note: To qualify the LWIC under this assembly, a 1.8-inch Trufast Twin Loc-Nail Assembled Fastener shall achieve an average withdrawal of 88 lbf when tested per ANSI/SPRI FX-1 or TAS 105 LWC-59 Min. 22 ga. steel at max 5 ft spans or structural concrete None Min. 300 psi, min. 2-inch pre- existent cellular lightweight insulating concrete. None TRI-BUILT FB Base Sheet 3 SQ Trufast Twin Loc-Nail Assembled Fastener (min. 1.8”) 7-inch o.c. at the 4-inch lap and 7- inch o.c. in two (2), equally spaced, staggered center rows BP-AA SBS-AA or APP-TA -67.5 Note: To qualify the LWIC under this assembly, a 1.8-inch Trufast Twin Loc-Nail Assembled Fastener shall achieve an average withdrawal of 77 lbf when tested per ANSI/SPRI FX-1 or TAS 105 LWC-60 Min. 22 ga. steel at max 5 ft spans or structural concrete None Min. 300 psi, min 2-inch Celcore Cellular Concrete. Celcore PVA Curing Compound TRI-BUILT FB Base Sheet 3 SQ Trufast FM-90 Base Sheet Fasteners 7-inch o.c. at the 3-inch lap and 7- inch o.c. in two (2), equally spaced, staggered center rows BP-AA SBS-AA or APP-TA -75.0 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 34 of 45 TABLE 5A: CEMENTITIOUS WOOD FIBER DECKS – REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System No. Deck (Notes 1 & 12) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Cap SELF-ADHERING SYSTEMS: CWF-1. Existing Tectum Min. 1.5-inch ACFoam II, ENRGY 3 or Multi-Max FA3 OB500 Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer; or SECUROCK Gypsum- Fiber Roof Board OB500 SBS-SA (Optional) SBS-SA SBS-SA -45.0* CWF-2. Existing Tectum Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max ICP BOARD- MAX or CR-20 Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer; or SECUROCK Gypsum- Fiber Roof Board ICP BOARD- MAX or CR-20 SBS-SA (Optional) SBS-SA SBS-SA -52.5 CONVENTIONAL SYSTEMS: CWF-3. Existing Tectum Min. 1.5-inch ACFoam II, ENRGY 3 or Multi-Max FA3 OB500 Min. 0.5-inch Structodek High Density Fiberboard OB500 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -45.0* CWF-4. Existing Tectum Min. 1.5-inch ACFoam II, ENRGY 3 or Multi-Max FA3 OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board or Dens Deck or Dens Deck Prime OB500 BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -45.0* CWF-5. Existing Tectum Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra- ICP BOARD- MAX or CR-20 Min. 0.5-inch Structodek High Density Fiberboard or DuraBoard (homogeneous) or min. 1.5-inch FescoBoard (laminated) ICP BOARD- MAX or CR-20 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -52.5 CWF-6. Existing Tectum Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max ICP BOARD- MAX or CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board or Dens Deck or Dens Deck Prime ICP BOARD- MAX or CR-20 BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -52.5 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 35 of 45 TABLE 5B: CEMENTITIOUS WOOF FIBER DECKS – REROOF (TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP (psf) Type Fasteners (Note 11) Attach Type Attach Type Attach Base Ply Cap HYBRID SYSTEMS: CWF-7. Existing Tectum TRI-BUILT FB Base Sheet 3 SQ Trufast Twin Loc-Nail Assembled Fastener (min. 1.8”) (Field W/D > 80 lbf) 6-inch o.c. at the 4-inch lap and 10-inch o.c. in two (2), equally spaced, staggered center rows Min. 1.5-inch ACFoam II, ENRGY 3 or Multi-Max FA3 HA (Optional) Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board HA SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -60.0 CWF-8. Existing Tectum TRI-BUILT FB Base Sheet 3 SQ Trufast Twin Loc-Nail Assembled Fastener (min. 1.8”) (Field W/D > 69 lbf) 7-inch o.c. at the 4-inch lap and 7-inch o.c. in two (2), equally spaced, staggered center rows Min. 1.5-inch ACFoam II, ENRGY 3 or Multi-Max FA3 HA (Optional) Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board HA SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -60.0 CONVENTIONAL SYSTEMS: CWF-9. Existing Tectum TRI-BUILT FB Base Sheet 3 SQ Trufast Twin Loc-Nail Assembled Fastener (min. 1.8”) (Field W/D > 80 lbf) 6-inch o.c. at the 4-inch lap and 10-inch o.c. in two (2), equally spaced, staggered center rows Min. 1.5-inch ACFoam II, ENRGY 3 or Multi-Max FA3 HA Min. 0.75-inch FescoBoard (homogeneous) or min. 0.5- inch Structodek High Density Fiberboard HA BP-AA (Optional) BP-AA SBS-AA or APP-TA -60.0 CWF-10. Existing Tectum TRI-BUILT FB Base Sheet 3 SQ Trufast Twin Loc-Nail Assembled Fastener (min. 1.8”) (Field W/D > 69 lbf) 7-inch o.c. at the 4-inch lap and 7-inch o.c. in two (2), equally spaced, staggered center rows Min. 1.5-inch ACFoam II, ENRGY 3 or Multi-Max FA3 HA Min. 0.75-inch FescoBoard (homogeneous) or min. 0.5- inch Structodek High Density Fiberboard HA BP-AA (Optional) BP-AA SBS-AA or APP-TA -60.0 TABLE 5C: CEMENTITIOUS WOOD FIBER DECKS – REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer(s) Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Fasteners (Note 11) Attach Base Ply Cap CWF-11. Existing Tectum (Optional) One or more layers, any combination, loose laid Min. 0.5-inch Structodek High Density Fiberboard Roof Insulation OMG Polymer GypTec with 3” GypTec Plate (Field W/D > 180 lbf) 1 per 2 ft2 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -45.0* CWF-12. Existing Tectum (Optional) One or more layers, any combination, loose laid Min. 0.25-inch Dens Deck or Dens Deck Prime OMG Polymer GypTec with 3” GypTec Plate (Field W/D > 160 lbf) 1 per 1.78 ft2 BP-AA or APP- TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -45.0* CWF-13. Existing Tectum (Optional) One or more layers, any combination, loose laid Min. 0.5-inch Structodek High Density Fiberboard Roof Insulation Trufast Twin Loc-Nail Assembled Fasteners (minimum 1-inch embedment into deck) (Field W/D > 180 lbf) 1 per 2 ft2 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -45.0* CWF-14. Existing Tectum (Optional) One or more layers, any combination, loose laid Min. 0.25-inch Dens Deck or Dens Deck Prime or SECUROCK Gypsum- Fiber Roof Board Trufast Twin Loc-Nail Assembled Fasteners (minimum 1-inch embedment into deck) (Field W/D > 180 lbf) 1 per 2 ft2 BP-AA or APP- TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -45.0* NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 36 of 45 TABLE 5D: CEMENTITOUS WOOD FIBER DECKS –REROOF (TEAR-OFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP (psf) Base Fasteners (Note 11) Attach Ply Cap SELF-ADHERING SYSTEMS: CWF-15. Existing Tectum TRI-BUILT SA Nailbase Trufast Twin Loc-Nail Assembled Fastener (min. 1.8”) (Field W/D > 80 lbf) 6-inch o.c. at the 4-inch lap and 10-inch o.c. in two (2), equally spaced, staggered center rows SBS-SA SBS-SA -60.0 CWF-16. Existing Tectum TRI-BUILT SA Nailbase Trufast Twin Loc-Nail Assembled Fastener (min. 1.8”) (Field W/D > 69 lbf) 7-inch o.c. at the 4-inch lap and 7-inch o.c. in two (2), equally spaced, staggered center rows SBS-SA SBS-SA -60.0 CONVENTIONAL SYSTEMS: CWF-17. Existing Tectum TRI-BUILT FB Base Sheet 3 SQ Simplex Turbo Tube-Lok (Field W/D > 80 lbf) 9-inch o.c. at the 4-inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows SBS-AA or APP-TA SBS-AA or APP- TA -45.0* CWF-18. Existing Tectum TRI-BUILT FB Base Sheet 3 SQ Trufast Twin Loc-Nail Assembled Fastener (min. 1.8”) (Field W/D > 80 lbf) 6-inch o.c. at the 4-inch lap and 10-inch o.c. in two (2), equally spaced, staggered center rows BP-AA SBS-AA or APP- TA -60.0 CWF-19. Existing Tectum TRI-BUILT FB Base Sheet 3 SQ Trufast Twin Loc-Nail Assembled Fastener (min. 1.8”) (Field W/D > 69 lbf) 7-inch o.c. at the 4-inch lap and 7-inch o.c. in two (2), equally spaced, staggered center rows BP-AA SBS-AA or APP- TA -67.5 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 37 of 45 TABLE 6A: GYPSUM DECKS – REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System No. Deck (Notes 1 & 12) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Cap SELF-ADHERING SYSTEMS: G-1. Existing sound gypsum or gypsum plank Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3, H-Shield or H-Shield CG M-OSFA Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA SBS-SA (Optional) SBS-SA SBS-SA -172.5 G-2. Existing sound gypsum or gypsum plank Min. 1.5-inch ACFoam II, ENRGY 3 or Multi-Max FA M-OSFA Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer M-OSFA SBS-SA (Optional) SBS-SA SBS-SA -192.5 G-3. Existing sound gypsum or gypsum plank One or more layer(s), min. 1.5-inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG M-PG1 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-PG1 SBS-SA (Optional) SBS-SA SBS-SA -172.5 G-4. Existing sound gypsum or gypsum plank Min. 1.5-inch ACFoam II or ENRGY 3 OB500 Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer OB500 SBS-SA (Optional) SBS-SA SBS-SA -135.0 G-5. Existing sound gypsum or gypsum plank One or more layer(s), min. 1.5-inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 SBS-SA (Optional) SBS-SA SBS-SA -172.5 G-6. Existing sound gypsum or gypsum plank One or more layer(s), min. 1.5-inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG ICP BOARD- MAX Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board ICP BOARD- MAX SBS-SA (Optional) SBS-SA SBS-SA -172.5 G-7. Existing sound gypsum or gypsum plank One or more layer(s), min. 1.0-inch ISO 95+ GL, H- Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch ACFoam II, Multi-Max FA3 or Ultra- Max CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 SBS-SA (Optional) SBS-SA SBS-SA -172.5 G-8. Existing sound gypsum or gypsum plank Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch ACFoam II, Multi-Max FA3 or Ultra-Max CR-20 Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer CR-20 SBS-SA (Optional) SBS-SA SBS-SA -192.5 HYBRID SYSTEMS: G-9. Existing sound gypsum or gypsum plank One or more layer(s), min. 1.5-inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG M-OSFA, M-PG1, ICP BOARD- MAX, ICP CR-20 or OB500 (Optional) Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA, M-PG1, ICP BOARD- MAX, ICP CR-20 or OB500 SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -187.5 CONVENTIONAL SYSTEMS: G-10. Existing sound gypsum or gypsum plank Min. 1.5-inch ACFoam II, ENRGY 3 or H-Shield M-OSFA Min. 0.5-inch Structodek High Density Fiberboard M-OSFA BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -127.5 G-11. Existing sound gypsum or gypsum plank One or more layer(s), min. 1.5-inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG M-OSFA Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -187.5 G-12. Existing sound gypsum or gypsum plank Min. 1.5-inch ACFoam II, ENRGY 3 or H-Shield M-OSFA Min. 0.25-inch Dens Deck M-OSFA BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -232.5 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 38 of 45 TABLE 6A: GYPSUM DECKS – REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System No. Deck (Notes 1 & 12) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Cap G-13. Existing sound gypsum or gypsum plank Min. 2-inch ACFoam II, ENRGY 3 or H-Shield M-OSFA Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -202.5 G-14. Existing sound gypsum or gypsum plank One or more layer(s), min. 1.5-inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG M-PG1 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-PG1 BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -187.5 G-15. Existing sound gypsum or gypsum plank Min. 1.5-inch ACFoam II, ENRGY 3 or H-Shield OB500 Min. 0.5-inch Structodek High Density Fiberboard OB500 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -120.0 G-16. Existing sound gypsum or gypsum plank Min. 1.5-inch ACFoam II, ENRGY 3 or H-Shield OB500 Min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board OB500 BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -135.0 G-17. Existing sound gypsum or gypsum plank One or more layer(s), min. 1.5-inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -187.5 G-18. Existing sound gypsum or gypsum plank One or more layer(s), min. 1.5-inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG ICP BOARD- MAX Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board ICP BOARD- MAX BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -187.5 G-19. Existing sound gypsum or gypsum plank Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max CR-20 Min. 0.5-inch Structodek High Density Fiberboard or DuraBoard (homogeneous) or min. 1.5-inch FescoBoard (laminated) CR-20 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -180.0 G-20. Existing sound gypsum or gypsum plank One or more layer(s), min. 1.5-inch thick ACFoam II, ACFoam III, H-Shield or H-Shield CG CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -187.5 G-21. Existing sound gypsum or gypsum plank Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -225.0 G-22. Existing sound gypsum or gypsum plank Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 APP-TA (Optional) APP-TA APP-TA -232.5 G-23. Existing sound gypsum or gypsum plank Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max CR-20 Min. 0.25-inch Dens Deck CR-20 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -240.0 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 39 of 45 TABLE 6B: GYPSUM DECKS – REROOF (TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP (psf) Type Fasteners (Note 11) Attach Type Attach Type Attach Base Ply Cap CONVENTIONAL SYSTEMS: G-24. Existing sound gypsum or gypsum plank TRI-BUILT FB Base Sheet 3 SQ Trufast Twin Loc-Nail Assembled Fastener (Field W/D > 80 lbf) 6-inch o.c. at the 4-inch lap and 10-inch o.c. in two (2), equally spaced, staggered center rows Min. 1.5-inch ACFoam II, ENRGY 3 or Multi-Max FA3 HA None N/A SBS- SA-H (Optional) APP-TA SBS-AA or APP-TA -60.0 G-25. Existing sound gypsum or gypsum plank TRI-BUILT FB Base Sheet 3 SQ Trufast Twin Loc-Nail Assembled Fastener (Field W/D > 69 lbf) 7-inch o.c. at the 4-inch lap and 7-inch o.c. in two (2), equally spaced, staggered center rows Min. 1.5-inch ACFoam II, ENRGY 3 or Multi-Max FA3 HA None N/A SBS- SA-H (Optional) APP-TA SBS-AA or APP-TA -60.0 CONVENTIONAL SYSTEMS: G-26. Existing sound gypsum or gypsum plank TRI-BUILT FB Base Sheet 3 SQ Trufast Twin Loc-Nail Assembled Fastener (Field W/D > 80 lbf) 6-inch o.c. at the 4-inch lap and 10-inch o.c. in two (2), equally spaced, staggered center rows Min. 1.5-inch ACFoam II, ENRGY 3 or Multi-Max FA3 HA Min. 0.75-inch FescoBoard (homogeneous) or min. 0.5-inch Structodek High Density Fiberboard HA BP-AA (Optional) BP-AA SBS-AA or APP-TA -60.0 G-27. Existing sound gypsum or gypsum plank TRI-BUILT FB Base Sheet 3 SQ Trufast Twin Loc-Nail Assembled Fastener (Field W/D > 69 lbf) 7-inch o.c. at the 4-inch lap and 7-inch o.c. in two (2), equally spaced, staggered center rows Min. 1.5-inch ACFoam II, ENRGY 3 or Multi-Max FA3 HA Min. 0.75-inch FescoBoard (homogeneous) or min. 0.5-inch Structodek High Density Fiberboard HA BP-AA (Optional) BP-AA SBS-AA or APP-TA -60.0 TABLE 6C: GYPSUM DECKS – REROOF (TEAR-OFF) SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer(s) Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Fasteners (Note 11) Attach Base Ply Cap G-28. Existing sound gypsum or gypsum plank (Optional) One or more layers, any combination, loose laid Min. 0.5-inch Structodek High Density Fiberboard Roof Insulation OMG Polymer GypTec with 3” GypTec Plate (Field W/D > 180 lbf) 1 per 2 ft2 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -45.0* G-29. Existing sound gypsum or gypsum plank (Optional) One or more layers, any combination, loose laid Min. 0.25-inch Dens Deck or Dens Deck Prime OMG Polymer GypTec with 3” GypTec Plate (Field W/D > 160 lbf) 1 per 1.78 ft2 BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -45.0* G-30. Existing sound gypsum or gypsum plank (Optional) One or more layers, any combination, loose laid Min. 0.5-inch Structodek High Density Fiberboard Roof Insulation Trufast Twin Loc-Nail Assembled Fasteners (Field W/D > 180 lbf) 1 per 2 ft2 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -45.0* G-31. Existing sound gypsum or gypsum plank (Optional) One or more layers, any combination, loose laid Min. 0.25-inch Dens Deck or Dens Deck Prime or SECUROCK Gypsum- Fiber Roof Board Trufast Twin Loc-Nail Assembled Fasteners (Field W/D > 180 lbf) 1 per 2 ft2 BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -45.0* NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 40 of 45 TABLE 6D: GYPSUM DECKS – REROOF (TEAR-OFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP (psf) Base Fasteners (Note 11) Attach Ply Cap SELF-ADHERING SYSTEMS: G-32. Existing sound gypsum or gypsum plank TRI-BUILT SA Nailbase Trufast Twin Loc-Nail Assembled Fastener (Field W/D > 80 lbf) 6-inch o.c. at the 4-inch lap and 10-inch o.c. in two (2), equally spaced, staggered center rows SBS-SA SBS-SA -60.0 G-33. Existing sound gypsum or gypsum plank TRI-BUILT SA Nailbase Trufast Twin Loc-Nail Assembled Fastener (Field W/D > 88 lbf) 9-inch o.c. at the 4-inch lap and 9-inch o.c. in two (2), equally spaced, staggered center rows SBS-SA SBS-SA -60.0 CONVENTIONAL SYSTEMS: G-34. Existing sound gypsum or gypsum plank TRI-BUILT FB Base Sheet 3 SQ Simplex Turbo Tube-Lok (Field W/D > 80 lbf) 9-inch o.c. at the 4-inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows SBS-AA or APP-TA SBS-AA or APP-TA -45.0* G-35. Existing sound gypsum or gypsum plank TRI-BUILT FB Base Sheet 3 SQ Trufast Twin Loc-Nail Assembled Fastener (Field W/D > 80 lbf) 6-inch o.c. at the 4-inch lap and 10-inch o.c. in two (2), equally spaced, staggered center rows BP-AA SBS-AA or APP-TA -60.0 G-36. Existing sound gypsum or gypsum plank TRI-BUILT FB Base Sheet 3 SQ Trufast Twin Loc-Nail Assembled Fastener (Field W/D > 100 lbf) 9-inch o.c. at the 4-inch lap and 9-inch o.c. in two (2), equally spaced, staggered center rows BP-AA SBS-AA or APP-TA -67.5 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 41 of 45 TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System No. Substrate (Notes 1 & 12) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Cap SELF-ADHERING SYSTEMS: R-1 Existing fully bonded BUR or modified bitumen roof cover Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta- Tack Primer; or SECUROCK Gypsum-Fiber Roof Board. HA None N/A SBS-SA (Optional) SBS-SA SBS-SA -105.0 R-2 Existing fully bonded BUR or modified bitumen roof cover Min. 1.5-inch ACFoam II, ENRGY 3, H-Shield or Multi-Max FA3 HA Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer; or SECUROCK Gypsum-Fiber Roof Board. HA SBS-SA (Optional) SBS-SA SBS-SA -105.0 R-3 Existing fully bonded, smooth surface BUR or modified bitumen Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta- Tack Primer or SECUROCK Gypsum-Fiber Roof Board A-PD, 6- inch o.c. None N/A SBS-SA (Optional) SBS-SA SBS-SA -105.0 R-4 Existing fully bonded, mineral surface modified bitumen Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board A-PD, 6- inch o.c. None N/A SBS-SA (Optional) SBS-SA SBS-SA -172.5 R-5 Existing fully bonded, mineral surface modified bitumen Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta- Tack Primer A-PD, 6- inch o.c. None N/A SBS-SA (Optional) SBS-SA SBS-SA -180.0 R-6 Existing fully bonded, smooth surface BUR or modified bitumen Min. 1.5-inch ACFoam II, ENRGY 3 or Multi- Max FA3 A-PD, 6- inch o.c. Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer or SECUROCK Gypsum-Fiber Roof Board A-PD, 6- inch o.c. SBS-SA (Optional) SBS-SA SBS-SA -52.5 R-7 Existing fully bonded, mineral surface BUR or modified bitumen Min. 1.5-inch ACFoam II, ENRGY 3 or Multi- Max FA3 A-PD, 6- inch o.c. Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer or SECUROCK Gypsum-Fiber Roof Board A-PD, 6- inch o.c. SBS-SA (Optional) SBS-SA SBS-SA -172.5 R-8 Existing fully bonded BUR or modified bitumen roof cover Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield M-OSFA Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer or SECUROCK Gypsum-Fiber Roof Board M-OSFA SBS-SA (Optional) SBS-SA SBS-SA -157.5 R-9 Existing fully bonded, smooth- or granule-surface BUR or modified bitumen Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-PG1 None N/A SBS-SA (Optional) SBS-SA SBS-SA -172.5 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 42 of 45 TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System No. Substrate (Notes 1 & 12) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Cap R-10 Existing fully bonded, smooth- or granule-surface BUR or modified bitumen Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta- Tack Primer M-PG1 None N/A SBS-SA (Optional) SBS-SA SBS-SA -180.0 R-11 Existing fully bonded BUR or modified bitumen roof cover Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield M-PG1 Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board M-PG1 SBS-SA (Optional) SBS-SA SBS-SA -172.5 R-12 Existing fully bonded BUR or modified bitumen roof cover Min. 1.5-inch ACFoam II, ENRGY 3 or Multi- Max FA M-PG1 Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer M-PG1 SBS-SA (Optional) SBS-SA SBS-SA -180.0 R-13 Existing fully bonded, smooth- or granule-surface BUR or modified bitumen Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta- Tack Primer or SECUROCK Gypsum-Fiber Roof Board OB500 None N/A SBS-SA (Optional) SBS-SA SBS-SA -120.0 R-14 Existing fully bonded BUR or modified bitumen roof cover Min. 1.5-inch ACFoam II or ENRGY 3 OB500 Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer or SECUROCK Gypsum-Fiber Roof Board OB500 SBS-SA (Optional) SBS-SA SBS-SA -120.0 R-15 Existing fully bonded, smooth- or granule-surface BUR or granule- surface modified bitumen Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board ICP BOARD- MAX None N/A SBS-SA (Optional) SBS-SA SBS-SA -172.5 R-16 Existing fully bonded, smooth- or granule-surface BUR or granule- surface modified bitumen Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta- Tack Primer ICP BOARD- MAX None N/A SBS-SA (Optional) SBS-SA SBS-SA -192.5 R-17 Existing fully bonded, smooth- or granule-surface BUR or granule- surface modified bitumen Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max ICP BOARD- MAX Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board ICP BOARD- MAX SBS-SA (Optional) SBS-SA SBS-SA -172.5 R-18 Existing fully bonded, smooth- or granule-surface BUR or granule- surface modified bitumen Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max ICP BOARD- MAX Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer ICP BOARD- MAX SBS-SA (Optional) SBS-SA SBS-SA -192.5 R-19 Existing fully bonded, smooth- or granule-surface BUR or modified bitumen Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 None N/A SBS-SA (Optional) SBS-SA SBS-SA -172.5 R-20 Existing fully bonded, smooth- or granule-surface BUR or modified bitumen Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta- Tack Primer CR-20 None N/A SBS-SA (Optional) SBS-SA SBS-SA -192.5 R-21 Existing fully bonded BUR or modified bitumen roof cover Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max CR-20 Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board CR-20 SBS-SA (Optional) SBS-SA SBS-SA -172.5 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 43 of 45 TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System No. Substrate (Notes 1 & 12) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Cap R-22 Existing fully bonded BUR or modified bitumen roof cover Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max CR-20 Min. 0.25-inch Dens Deck primed with Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer CR-20 SBS-SA (Optional) SBS-SA SBS-SA -192.5 HYBRID SYSTEMS: R-23 Existing fully bonded BUR or modified bitumen roof cover Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board HA None N/A SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -105.0 R-24 Existing fully bonded, smooth surface BUR or modified bitumen Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board A-PD, 6- inch o.c. None N/A SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -105.0 R-25 Existing fully bonded, mineral surface modified bitumen Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board A-PD, 6- inch o.c. None N/A SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -180.0 R-26 Existing fully bonded, smooth- or granule-surface BUR or modified bitumen Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-PG1 None N/A SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -180.0 R-27 Existing fully bonded, smooth- or granule-surface BUR or modified bitumen Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 None N/A SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -120.0 R-28 Existing fully bonded, smooth- or granule-surface BUR or granule- surface modified bitumen Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board ICP BOARD- MAX None N/A SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -195.0 R-29 Existing fully bonded, smooth- or granule-surface BUR or modified bitumen Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 None N/A SBS-SA- H (Optional) APP-TA SBS-AA or APP-TA -195.0 CONVENTIONAL SYSTEMS: R-30 Existing fully bonded BUR or modified bitumen roof cover 0.5-inch Structodek High Density Fiberboard or min. 0.75-inch Fesco Board (homogeneous) HA None N/A BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -105.0 R-31 Existing fully bonded BUR or modified bitumen roof cover 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board HA None N/A BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -105.0 R-32 Existing fully bonded BUR or modified bitumen roof cover Min. 1.5-inch ACFoam II, ENRGY 3, H-Shield or Multi-Max FA3 HA Min. 0.5-inch Structodek High Density Fiberboard, Min. 0.75-inch FescoBoard (homogeneous) or Min. 0.5-inch DuraBoard (homogeneous) HA BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -105.0 R-33 Existing fully bonded BUR or modified bitumen roof cover Min. 1.5-inch ACFoam II, ENRGY 3, H-Shield or Multi-Max FA3 HA Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board, Dens Deck, Dens Deck Prime HA BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -105.0 R-34 Existing fully bonded, smooth surface BUR or modified bitumen Min. 0.5-inch Structodek High Density Fiberboard A-PD, 6- inch o.c. None N/A BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -105.0 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 44 of 45 TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System No. Substrate (Notes 1 & 12) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Cap R-35 Existing fully bonded, mineral surface modified bitumen Min. 0.5-inch Structodek High Density Fiberboard A-PD, 6- inch o.c. None N/A BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -180.0 R-36 Existing fully bonded, smooth surface BUR or modified bitumen Min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board A-PD, 6- inch o.c. None N/A BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -105.0 R-37 Existing fully bonded, mineral surface modified bitumen Min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board A-PD, 6- inch o.c. None N/A BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -180.0 R-38 Existing fully bonded, smooth surface BUR or modified bitumen Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield A-PD, 6- inch o.c. Min. 0.5-inch Structodek High Density Fiberboard A-PD, 6- inch o.c. BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -52.5 R-39 Existing fully bonded, smooth surface BUR or modified bitumen Min. 2-inch ACFoam II, ENRGY 3 or H-Shield A-PD, 6- inch o.c. Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board or Dens Deck A-PD, 6- inch o.c. BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -52.5 R-40 Existing fully bonded, mineral surface BUR or modified bitumen Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield A-PD, 6- inch o.c. Min. 0.5-inch Structodek High Density Fiberboard A-PD, 6- inch o.c. BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -172.5 R-41 Existing fully bonded, mineral surface BUR or modified bitumen Min. 2-inch ACFoam II, ENRGY 3 or H-Shield A-PD, 6- inch o.c. Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board or Dens Deck A-PD, 6- inch o.c. BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -172.5 R-42 Existing fully bonded BUR or modified bitumen roof cover Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield M-OSFA Min. 0.5-inch Structodek High Density Fiberboard M-OSFA BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -127.5 R-43 Existing fully bonded BUR or modified bitumen roof cover Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield M-OSFA Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board or Dens Deck M-OSFA BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -157.5 R-44 Existing fully bonded, smooth- or granule-surface BUR or modified bitumen Min. 0.5-inch Structodek High Density Fiberboard M-PG1 None N/A BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -180.0 R-45 Existing fully bonded, smooth- or granule-surface BUR or modified bitumen Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board M-PG1 None N/A BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -180.0 R-46 Existing fully bonded BUR or modified bitumen roof cover Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield M-PG1 Min. 0.5-inch Structodek High Density Fiberboard M-PG1 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -180.0 R-47 Existing fully bonded BUR or modified bitumen roof cover Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield M-PG1 Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board or Dens Deck M-PG1 BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -180.0 R-48 Existing fully bonded, smooth- or granule-surface BUR or modified bitumen Min. 0.5-inch Structodek High Density Fiberboard OB500 None N/A BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -120.0 R-49 Existing fully bonded, smooth- or granule-surface BUR or modified bitumen Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 None N/A BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -120.0 R-50 Existing fully bonded BUR or modified bitumen roof cover Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield OB500 Min. 0.5-inch Structodek High Density Fiberboard OB500 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -120.0 NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R1 for FL30268-R1 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1: 03/23/2020 ©2018, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 45 of 45 TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System No. Substrate (Notes 1 & 12) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Cap R-51 Existing fully bonded BUR or modified bitumen roof cover Min. 1.5-inch ACFoam II, ENRGY 3 or H- Shield OB500 Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board, Dens Deck or Dens Deck Prime OB500 BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -120.0 R-52 Existing fully bonded, smooth- or granule-surface BUR or modified bitumen Min. 0.5-inch Structodek High Density Fiberboard CR-20 None N/A BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -195.0 R-53 Existing fully bonded, smooth- or granule-surface BUR or granule- surface modified bitumen Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board ICP BOARD- MAX None N/A BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -195.0 R-54 Existing fully bonded, smooth- or granule-surface BUR or granule- surface modified bitumen Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max ICP BOARD- MAX Min. 0.5-inch Structodek High Density Fiberboard or DuraBoard (homogeneous) or min. 1.5-inch FescoBoard (laminated) ICP BOARD- MAX BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -180.0 R-55 Existing fully bonded, smooth- or granule-surface BUR or granule- surface modified bitumen Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max ICP BOARD- MAX Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board ICP BOARD- MAX BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -225.0 R-56 Existing fully bonded, smooth- or granule-surface BUR or granule- surface modified bitumen Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max ICP BOARD- MAX Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board ICP BOARD- MAX APP-TA (Optional) APP-TA APP-TA -232.5 R-57 Existing fully bonded, smooth- or granule-surface BUR or granule- surface modified bitumen Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max ICP BOARD- MAX Min. 0.25-inch Dens Deck ICP BOARD- MAX BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -240.0 R-58 Existing fully bonded, smooth- or granule-surface BUR or modified bitumen Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 None N/A BP-AA or APP-TA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -195.0 R-59 Existing fully bonded BUR or modified bitumen roof cover Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max CR-20 Min. 0.5-inch Structodek High Density Fiberboard or DuraBoard (homogeneous) or min. 1.5-inch FescoBoard (laminated) CR-20 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -180.0 R-60 Existing fully bonded BUR or modified bitumen roof cover Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max CR-20 Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board CR-20 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -225.0 R-61 Existing fully bonded BUR or modified bitumen roof cover Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max CR-20 Min. 0.25-inch SECUROCK Gypsum- Fiber Roof Board CR-20 APP-TA (Optional) APP-TA APP-TA -232.5 R-62 Existing fully bonded BUR or modified bitumen roof cover Min. 1.0-inch ISO 95+ GL, H-Shield, H-Shield CG, ENRGY 3 or min. 1.3-inch ACFoam III, Min. 1.5-inch Multi-Max FA3 or Ultra-Max CR-20 Min. 0.25-inch Dens Deck CR-20 BP-AA (Optional) BP- AA or APP-TA SBS-AA or APP-TA -240.0