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HomeMy WebLinkAboutEVALUATION REPORT MODIFIED BITUMENT ROOF SYSTEMt EXTERIOR RESEARCH & DESIGN, LLC. paCertificate of Authorization #9503 �INI: ERD SCANNEDBY 353 Christian Street Oxford, CT 06478 St. Ludt' OdAtY (203) 262-9245 EVALUATION REPORT TRI-BUILT Materials Group; LLC Evaluation Report A42970.10.12-R2 PO Box 70 FL16027-R2 Rutherford, NJ 07070 Date of Issuance:10/23/2012 (800) 51 -1485 FILE C012"PY Revision 2: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTI,oN: TRI-BUILT Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEIMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in =SION'. i literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. Upon request, a copy of this entire Evaluation Report shall be provided.to the user by the manufacturer or its distriblutors and shall be available for inspection at the job site at the request of the Building Official. This Evaliation Report consists of pages 1 through 4, plus a 26-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59156, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nleminen, P.E. on 09/25/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Exteri r Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any ompany manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distrib ting products it evaluates. 3. Roberti Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is;�a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. i ROOFING 1. EVALUATION: luct Category: Roofing Category: Modified Bitumen Roof Systems ipliance Statement: TRI-BUILT Modified Bitumen Roof Systems, as produced by TRI-BUILT Materials Group, have demonstrated compliance with the following sections of the 6th Edition (2017)' Florida Building Code ugh testing in accordance with the following Standards. Compliance is subject to the Installation Requirements Limitations / Conditions of Use set forth herein. 2. STIANDAR Sehtion 15194.3.1 15i 4.7 15,17.11.2 1507.11.2 1507.11.2 3. REFERENT ER ER ER ER ER ER ER ER ER ER ER F Exterior F Certificate )(TST6049) )(TST6049) )(TST6049) ) (TST6049) )(TST6049) )(TST6049) )(TST6049) )(TST6049) )(TST6049) )(TST6049) )(TST6049) )(TST6049) )(TST6049) )(TST6049) )(TST6049) )(TST6049) Approvals (TST1867) Approvals (TST1867) Approvals (TST1867) Approvals (TST1867) Approvals (TST1867) Approvals (TST1867) Approvals (TST1867) Approvals (TST1867) Approvals (TST1867) Approvals (TST1867) Approvals (TST1867) Approvals (TST1867) Approvals (TST1867) Approvals (TST1867) Approvals (TST1867) Approvals (TST1867) Approvals (TST1867) Approvals (TST1867) Approvals (TST1867) and Design, U.C. zation #9503 Property Wind Impact Physical Properties Physical Properties Physical Properties Examination Physical Properties FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 Physical Properties FM 4470/4474 Physical Properties FM 4470/4474 Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470/4474 FM 4470/4474 FM 4470/4474 Standard FM 4474 FM 4470 ASTM D6163 ASTM D6164 ASTM D6222 Reference P10490.10.08-2 P13760.09.09 P13770.09.09 P30540.11.09-R1 P30550.12.09 P33960.12.10 P33970.03.11 P37590.03.13-3A P39680.03.13 P37590.03.13-1-R1 P37590.03.13-2-R1 P37590.07.13-2 P37590.03.13-5-R1 P37590.07.13-1 P45940.09.13 P44370.10.13 2W7A7.AM OD3A3.AM 2DOAO.AM 2D5A9.AM 3006646 3001334 3001334 3000857 3004091 3006115 3012321 3014692 3014751 3007170 3019317 3020703 3018332 3023368 3024594 6T" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Year 2011 2012 2008 2011 2011 Date . 10/30/2008 09/10/2009 09/10/2009 11/30/2009 12/02/2009 12/30/2010 03/15/2011 03/06/2013 03/04/2013 06/26/2013 07/01/2013 07/01/2013 07/01/2013 07/02/2013 09/04/2013 10/04/2013 08/04/1994 04/04/1997 12/23/1998 06/22/1999 01/04/2000 01/25/2000 02/15/2000 01/12/2000 01/12/2000 05/02/2061 07/29/2002 08/05/2003 08/27/2003 01/13/2004 06/30/2004 07/30/2004 01/31/2006 03/20/2006 05/23/2006 Evaluation Report A42970.10.12-R2 FL16027-RZ Revision 2: 09/25/2017 Page 2 of 4 4. S. titv Examination Reference Date Approvals(TST1867) FM 4470/4474 3023458 07/18/2006 Approvals(TST1867) FM 4470/4474 3030668 09/12/2007 Approvals(TST1867) FM 4470/4474 3032172 06/12/2009 (TST5878) Physical Properties PUSA-062-02-01 12/04/2007 (TST5878) Physical Properties PUSA-061-02-02 01/28/2008 (TST5878) Physical Properties PUSA-064-02-02 02/27/2008 (TST5878) Physical Properties PUSA-062-02-02 12/04/2008 imi-Dade (CER1592) HVHZ Compliance Various NOAs Various imi-Dade (CER1592) Proposal for Review 10-0823 10/12/2010 LLC (QUA9625) Quality Control MI -Agreement 02/27/2012 LLC (QUA9625) Quality Control ML Correlation, R27202 08/20/2012 LLC (QUA9625) Quality Control Service Confirmation, R14571 Exp. 10/06/2018 DESCRIPTION: ration Report covers TRI-BUILT Modified Bitumen Roof Systems installed in accordance with TRI-BUILT Group, LLC published installation instructions and the Limitations / Conditions of Use herein. The membranes make up the subject systems. � 4 '^ �.. e Roll -Goods far TRI BUILT Modified BitumenRSy oaf stems k � .a Type Product Specification Reference Grade Type SBS Membranes TriBuilt SA SBS Base ASTM D6163, Table 2 S I TriBuilt SBS Granular ASTM D6164 G I TriBuilt SA SBS Cap ASTM D6164 G I A7 Membranes TriBuilt APP Smooth ASTM D6222 S I TriBuilt APP Granular ASTM D6222 G I TriBuilt SA APP Cap ASTM D6222 G I 5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. This Evaluation Report is not for use in FBC HVHZ jurisdictions. Refer to a current Approved Roofing Materials Directory for fire ratings of this product. 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. 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. For recover installations, the existing roof shall be examined in accordance with FBC 1511. For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. Exterior Research and Design, I.I.C. Evaluation Report A42970.10.12-R2 Certificate ofAuthorizotion #9503 e" EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-RZ TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017 Page 3 of 4 6. 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. 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. 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. 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. 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). All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. TRI-BUILT Modified Bitumen Roof Systems shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation instructions, subject to the Limitations / Conditions of Use noted below. 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. B�ILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. 11�IIANUFACTURING PLANTS: &tact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 CIA 11 reauirements. 9. QUALITY ASSURANCE ENTITY: LLC—QUA9625; (314) 578-3406, k.chancellor@us.ul.com - THE 26-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Resgarch and Design, I.I.C. Evaluation Report A42970.10.12-112 Certificate of Authorisation #9503 C" EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-R2 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017 Page 4 of 4 QITRIN' ' IT (J ERD. Table Deck Application Type Description Page 1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 1A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 1B Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6 lE-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7 3E-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 8 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9 213 Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 9 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 11-14 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 14 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 15-16 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 16 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 17-19 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 20 513 CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 21 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22 51) CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 22 5E CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 22 6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 23 613 Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 24 6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 24 6D Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 24 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 25-26 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 26 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: ➢ Wood: Minimum 0.75-inch penetration. ➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ➢ Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocya n u rate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the CIA requirements of-F.&C. Rule-61G20-3 ancHs-documented�s-meeting-FBC-15053-and,-for-foam-plastic,-FBC-Chapter 26,-when-installed=with=the=roof-cover - - - -- -- - - - - Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 C" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 1 of 26 i QIT'IN'IT' Y 11 ERA 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). j 6. Unless otherwise noted, insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ HA (HA): Full coverage at 25-30 Ibs/square. ➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. ➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ➢ OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced. ➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square. ➢ ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. ➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocya n u rate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: ➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) ➢ OMG OlyBond 500 (08500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) ➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+ GL) ➢ OMG OlyBond 500 (08500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam 11) ➢ ICP Adhesive & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance 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 WDi, FM Loss - Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 C" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 2 of 26 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. Reference Layer Material Application BP -AA Base Ply FBC Approved ASTM D4601, Type II HA at 20-40 Ibs/square Ply FBC Approved ASTM D2178, Type IV or VI (Base and Ply sheets, Asphalt -Applied) SBS-AA Cap Ply TriBuilt SBS Granular HA at 20-40 Ibs/square (SBS, Asphalt -Applied) SBS-TA (SBS, Torch -Applied) Cap Ply TriBuilt SBS Granular Torch -Applied SBS-SA Base Ply TriBulit SA SBS Base Self -Adhering Cap Ply TriBuilt SA SBS Cap (SBS, Self -Adhering) APP-TA Base Ply or Ply TriBuilt APP Smooth Torch -Applied Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular (APP, Torch -Applied) APP-SA Cap Ply TriBuilt SA APP Cap Self -Adhering (APP, Self -Adhering) 16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A applies: '�iAPORBARit1EROPrtONS`$TAUCTURAL r<.,x. .ya .i..>;. n. 'R^ w'�,x ,4 a CRETEDEp('�6NEBEDANSULAT►QNPEa?Aeta_3A'•,, � 2' � e� "< x � ah �:,� -� � r �"ryis ,•�^ rki � �::.4�'w: Option # Primer Vapor Barrier Insulation Adhesive MDP (psf) Type Attach VB-1. ASTM D41 TriBuilt SA SBS Base Self -Adhering Inta-Stik or CR-20, 12-inch o.c. -60.0 VB-2. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Insta-Stik, 12-inch o.c. -75.0 VB-3. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Millennium One Step Foamable Adhesive, 12-inch o.c. -157.5 VB-4. ASTM D41 TriBuilt SA SBS Cap Self -Adhering CR-20, 12-inch o.c. -270.0 VB-5. ASTM D41 TriBuilt SA SBS Base Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20,12-inch o.c. -290.0 17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. 18. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 e" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-RZ Revision 2: 09/25/2017 Appendix 1, Page 3 of 26 Q0TRINI"TYIERD s � .,;�, � ^r TABLE lA 1 WQOD DECKS -NEW CQNSTRUGTION op RERQQF: .EAR -Oct � �,� t � � � ^,�' CQVER . _. .a . SYSTE�H TYPE A ;iUl£CHASVIC LY=ATTACHED Ai�fCHCIR SHEET"BONDED 1N5ULATtflN BLND£D°RtiQF �." �" .. dW �:._,. M... �. ��a"<.� ,., . r ., ",. .. �.. ...._. �. �. �. Vic, System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 0.25-inch Dens Polyglass G2 Base, 8-inch o.c. in 4- Deck, Dens Deck Prime, Min. 19/32- CertainTeed Glasbase, 32 ga., 1-5/8- inch lap and 8- (Optional) FBC SECUROCK Gypsum - inch plywood Firestone MB Base, JM inch diameter inch o.c. in Approved, Fiber Roof Board, Min. (Optional) SBS-AA, W-1 at max. 24- Perma-Ply 28, Tamko tin caps with 11 three, equally ASTM C1289, HA 0.75-inch FescoBoard HA BP -AA BP -AA SBS-TA, -60.0 inch spans Glass Base or a annular ringspaced, g ' p a II of iso type P Y (homogeneous) or min. APP-TA shank nails staggered cyanurate 0.5-inch Structodek GAFGBasLAS #75 center rows High Density Fiberboard Roof Insulation Polyglass G2 Base, 8-inch o.c. in 4- Min. 19/32- CertainTeed Glasbase, 32 ga., 1-5/8- inch lap and 8- (Optional) FBC Min. 0.25-inch Dens (Optional) SBS-SA, inch plywood Firestone MB Base, JM inch diameter inch o.c. in Approved, Deck, Dens Deck Prime, One or APP SA, W 2 at max. 24- Perma-Ply 28, Tamko tin caps with 11 three, equally ASTM C1289, HA SECUROCK Gypsum- HA SBS-SA more SBS- SBS-TA or -60.0 ga. annular ring spaced, type II polyiso- or or inch spans Glass Base or shank nails staggered tyanurate Fiber Roof Board AP APP-TA GAFGLAS #75 center rows 6-inch o.c. in 4- 32 ga., 1-5/8- inch lap and 6- Min. 2-inch D-IS, OB500, Min. 19/32- Polyglass Elastobase inch diameter inch o.c. in ACFoam II, III; CR-20 or M- Min. 0.25-inch Dens D-IS, SBS-AA, inch plywood H-Shield, H- OSFA, atop Deck, Dens Deck Prime OB500, (Optional) W-3 at max. 24- or Polyglass tin caps with 12 four, equally Shield CG, fastener or SECUROCK Gypsum- CR-20 or BP -AA BP -AA SBS-TA, -60.0• inch spans Elastobase Poly ga. annular ring spaced, Multi -Max FA3 rows, 7-inch Fiber Roof Board M-OSFA APP-TA shank nails staggered center rows or ENRGY-3 oc 6-inch o.c. in 4- Min. 2-inch D-IS, OB500, Min. 19/32- 32 ga., 1-5/8- inch lap and 6- ACFoam II, III, CR-20 or M- D-IS, (Optional) SBS-SA, inch plywood Polyglass Elastobase inch diameter inch o.c. in H-Shield, H- OSFA, atop (Optional) Additional OB500, One or APP-SA, W-4 or Polyglass tin caps with 12 four, equally SBS-SA more SBS- -60.0• at max. 24- Elastobase Poly ga. annular ring spaced, Shield CG, fastener layers of base insulation CR-20 or SA or SBS-TA or inch spans shank nails staggered Multi -Max FA3 rows, 7-inch M-OSFA APP TA APP-TA center rows or ENRGY-3 oc Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 C" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-112 Revision 2: 09/25/2017 Appendix 1, Page 4 of 26 , F,.... ✓ �r.:E ,. �. ..,.._.. ,�. ., .: <.z • <,.,: ,u t�`n'•:� M H 7PiBiEW()ODDECKS--NE'. tea, ,... .. , , ., ,... •:. C R Gil IU W QNSF U O . �.., ^ram �. ��.. � Rfii ° JIF'TAa- Fi `i�RE V - ., ®t ( Q} Ct}s f g IfCii3OCAILYATfACIiED'ANCNORSHEfT,,BCiNDE_ NDEDR INSI31RT#*i1 Ow f�„ System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (psf) 12-inch o.c. in 4- Min. 0.25-inch Dens Deck, Min. 19/32- Polyglass OMG Flat inch lap and 12- (Optional) FBC Dens Deck Prime, SECUROCK inch plywood Elastobase or Bottom Plates inch o.c. in two, Approved, Gypsum -Fiber Roof Board, (Optional) SBS-AA, SBS- W 5 at max. 24- Polyglass (square) with equally spaced, ASTM C1289, HA Min. 0.75-inch FescoBoard HA BP -AA BP -AA TA, APP-TA -60.0 inch spans Elastobase Roofgrip #12 staggered center type II polyiso- (homogeneous) or min. 0.5- Poly cyanurate inch Structodek High Density rows Fiberboard Roof Insulation Polyglass yg 12-inch o.c. in 4- (Optional) FBC (Optional) Min. 19/32- OMG Flat inch lap and 12- I inch plywood Elastobase or Bottom Plates inch o.c. in two, Approved, Min. 0.25-inch Dens Deck, One or SBS-SA, APP- W-6 at max. 24- Polyglass (square) with equally spaced, ASTM C1289, HA Dens Deck Prime, SECUROCK HA SBS-SA more SBS- SA, SBS-TA -60.0 inch spans Elastobase Roofgrip #12 staggered center type II polyiso- Gypsum -Fiber Roof Board SA or APP- or APP-TA Poly cyanurate TA rows System Deck (Note 1) Base Insulation Layer Top Insulation Layer IRoof Cover (Note 15) MDP No. Type Fasteners Attach Type Attach Base Ply Ply Cap Ply (Psf) Min. 19/32-inch Min. 1.5-inch Dekfast Hex with Min. 75-inch FescoBoard 0. (Optional if (Optional if using W-7 plywood at max. 24-inch ENRGY 3, H-Shield Dekfast #12 or TruFast 2 1 per (homogeneous) or min. 0.5-inch HA using AA Ply) AA Base) One or SBS-AA, SBS-TA, -60.0 spans or Polytherm MP-3 with TruFast DP 1.33 ft Structodek High Density Fiberboard BP AA more BP -AA or APP-TA Roof Insulation APP-TA Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-112 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 5 of 26 System Deck (Note 1) Base Insulation Top Insulation Layer Type Fasteners No. Layer - Min. 19/32-inch (Optional) Min. 0.5-inch Structodek High Density Dekfast Galvalume � W-8 plywood at max. One or more layers, Fiberboard Roof Insulation or min. 0.25- H ex with Steel SteelDekfast ' 24-inch spans any combination, inch Dens Deck, Dens Deck Prime or #12 DP loose laid SECUROCK Gypsum -Fiber Roof Board (Optional) Dekfast Galvalume Min. 19/32-inch One or more layers, Min. 1.5 inch ENRGY 3, H-Shield or Steel Hex with W-9 plywood at max. any combination, Polytherm Dekfast #12 DP or 24-inch spans loose laid TruFast MP-3 with TruFast DP Roof Cover (Note 15) MDP Attach Base Ply Ply Cap Ply (psf) (Optional if (Optional if using AA 1 per 1.33 using AA Ply) Base) One or more BP -AA SBS-AA, SBS-TA, APP- -82.5 ft2 BP -AA or APP-TA TA 1 per 1.33 SBS-SA ptional) One or more TSBS-SA SBS-SA, APP-SA, SBS- -82.5 ft2 or APP-TA TA or APP-TA • t TABLEIL3.;W0(��EIfS 141•1N'Ir}NSTRJRIC}I1kERLGI. OFF tiR:RGb1iER ��:..... `"rs' .2 ..�: `: c" "' ,:: v' , , b ^# .,� ti�J , 'fix ,.e. a «��..:�,"� .. S »... _. ,c,p... .� ... i' > � .: , <:, .. ... ...... . . ,., . d� .. '_ :.' Y � d ... r° ,F.... ,: YP. PRELi7#idRRILYA A A N E y�y y�y� y �} y} �p M1V!"i#!EISr3i.i '� . -. ,f.3 r 4. `' ... ." ' •. p -1 . ,',s , ..;( .7 *� A7r�ITr..1y DW3i + R i.T�ai. , — ... -.. w .,. R::Si •`+ L System Insulation Layer(s) Base Sheet Roof Cover (Note 15) MDP No. Deck (Note i) Type Attach Base Fasteners Attach Base Ply Cap Ply (psf) Polyglass Elastobase, Polyglass OMG Flat Bottom Plates Min. 19/32-inch One or more layers, Prelim. Elastobase Poly, Polyglass G2 Base, (square) with Roofgrip 12-inch o.c. in 4-inch lap and 12- (Optional) One SBS-AA, W-10 plywood at max. any combination Attached CertainTeed Glasbase, Firestone MB #14, Dekfast Hex with inch o.c. in two, equally spaced, or more BP -AA SBS-TA, -52.5 24-inch spans Base, JM Perma-Ply 28, Tamko Glass Dekfast #14 or TruFast staggered center rows or APP-TA APP-TA Base or GAFGLAS #75 MP-3 with TruFast HD Min. 19/32-inch One or more layers, Prelim. Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast 12-inch o.c. in 4-inch lap and 12- One or more SBS-SA, APP-SA, W-11 plywood at max. any combination Attached Elastobase Poly with poly top surface #14 or TruFast MP-3 with inch o.c. in two, equally spaced, SBS-SA SBS-TA or -52.5* 24-inch spans TruFast HD staggered center rows APP-TA Min. 19/32-inch One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates 12-inch o.c. in 4-inch lap and 12- (Optional) One SBS-AA, W-12 plywood at max. any combination Attached Elastobase Poly (square) with Roofgrip #12 inch o.c. in two, equally spaced, or more BP -AA SBS-TA, -60.0 24-inch spans staggered center rows or APP-TA APP-TA Min. 19/32-inch One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates 12-inch o.c. in 4-inch lap and 12- One or more SBS-SA, APP-SA, W-13 plywood at max. any combination Attached Elastobase Poly with poly top surface (square) with Roofgrip #12 Inch o.c. in two, equally spaced, SBS-SA SBS-TA or 60.0* 24-inch spans staggered center rows APP-TA Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 6 of 26 TRINITY] ERD AT XR 0 "5 --" 0 WR ,61 A .SE System Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 1) Base Fasteners Attach Base Ply Cap Ply (Psf) Min. 15/32-inch 9-inch o.c. at 2-inch lap and 18-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS-TA W-14 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap equally spaced, staggered center rows APP-TA orAPP-TA -45.0* inch spans Min. 15/32-inch 9-inch o.c. at 2-inch lap and 12-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS-TA W-15 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap equally spaced, staggered center rows APP-TA orAPP-TA -52.5 inch spans Min. 19/32-inch Polyglass Elastobase, Polyglass Elastobase (Optional) One or Poly, Polyglass G2 Base, CertainTeed 32 ga., 1-5/8-inch diameter tin caps 8-inch o.c. in 4-inch lap and 8-inch o.c. in three, SBS-AA, SBS- W-16 plywood at max. Glasbase, Firestone MB Base, JM Perma- with 11 ga. annular ring shank nails equally spaced, staggered center rows more BP-AA or TA, APP-TA - 60.0 24-inch spans APP-TA Ply 28, Tamko Glass Base or GAFGLAS #75 Min. 19/32-inch Polyglass Elastobase or Polyglass 32 ga., 1-5/8-inch diameter tin caps 8-inch o.c. in 4-inch lap and 8-inch o.c. in three, (Optional) One or SBS-SA, APP- W-17 plywood at max. Elastobase Poly with poly top surface with 11 ga. annular ring shank nails equally spaced, staggered center rows more SBS-SA or SA, SBS-TA or -60.0 24-inch spans APP-TA APP-TA Min. 15/32-inch - 6-inch o.c. at 2-Inch lap and 6-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS-TA W-18 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap equally spaced, staggered center rows APP-TA orAPP-TA -90.0 inch spans Min. 19/32-inch Polyglass Elastobase or Polyglass 32 ga., 1-5/8-inch diameter tin caps 4-inch o.c. in 4-inch lap and 4-inch o.c. in four, (Optional) One or SBS-SA, APP- W-19 plywood at max. Elastobase Poly with poly top surface with 11 ga. annular ring shank nails. equally spaced, staggered center rows more SBS-SA or SA, SBS-TA or -97.5 24-inch spans APP-TA APP-TA Min. 15/32-inch 6-inch o.c. at 2-inch lap and 6-inch o.c. in three, (Optional) BP -AA or SBS-AA, SBS-TA W-20 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap equally spaced, staggered center rows APP-TA orAPP-TA 105.0 inch spans Min. 19/32-inch Polyglass Elastobase or Polyglass 32 ga., 1-5/8-inch diameter tin caps 6-inch o.c. in 4-inch lap and 6-inch o.c. in four, (Optional) One or SBS-AA, SBS- W-21 plywood at max. Elastobase Poly with 11 ga. annular ring shank nails equally spaced, staggered center rows more BP -AA or TA, APP-TA -112.5 24-inch spans APP-TA 32 ga., 1-5/8-inch diameter tin caps FW-22 Min.19/32-inch Polyglass Elastobase or Polyglass with 11 ga. annular ring shank nails. 6-inch o.c. in 4-inch lap and 6-inch o.c. in four, (Optional) One or SBS-SA, APP- plywood at max. Elastobase Poly with poly top surface Note: Tin caps are to be primed with equally spaced, staggered center rows more APP-TA SA, SBS-TA or -112.5 24-inch spans APP-TA I I ASTM D41 primer. Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 C'EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-112 Revision 2: 09/25/2017 Appendix 1, Page 7 of 26 -WfJUD DEGKI':ME1N CiiiliSTRtJGTfL)N 1iERRi3F E►ut `{F> Dt ReLovER Y =_: •�" � �� �_ <.�SY�:1`EN#T1tPE MEC1•i;flt+ilGALLYA'i"I,tI�HE©8"�i�CESHEET"Bf31�i[3EERt, M .�, ,Pii3N-)NSi11.04D A�::� System Base Sheet Roof Cover (Note 15) MDP No. Deck (Note i) Base Fasteners Attach Base Ply Cap Ply (psf) Min. 19/32-inch Polyglass Elastobase, Polyglass Elastobase OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch (Optional) One or W-1 plywood at max. Poly, Polyglass G2 Base, CertainTeed Roofgrip #14, Dekfast Hex with Dekfast #14 o.c. in two, equally spaced, staggered more BP -AA or SBS-AA, SBS- -52.5 24-inch spans Glasbase, Firestone MB Base, JM Perma- or TruFast MP-3 with TruFast HD center rows APP-TA TA, APP-TA Ply 28, Tamko Glass Base or GAFGLAS #75 Min. 19/32-inch 12-inch o.c. in 4-inch lap and 12-inch SBS-SA, APP- Polyglass Elastobase or Polyglass t Hex with Dekfast #14 or TruFast MP- One or more SBS- W-2 plywood at max. Elastobase Poly with poly top surface 3 with 3 with TruFast HD o.c. in two, equally spaced, staggered SA SA, SBS-TA or -52.5* 24-inch spans center rows APP-TA Min. 19/32-inch 12-inch o.c. in 4-inch lap and 12-inch (Optional) One or Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with SBS-AA, SBS- W-3 plywood at max. Elastobase Poly Roofgrip #12 o.c. in two, equally spaced, staggered more BP -AA or APP-TAMin. -60.0 spans center rows APP-TATA, 19/32-inch 12-inch o.c. in 4-inch lap and 12-inch SBS-SA, APP- Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with One or more SBS- EW_24 4 plywood at max. Elastobase Poly with poly top surface Roofgrip #12 o.c. in two, equally spaced, staggered SA SA, SBS TA or 60.0* 24-inch spans center rows APP-TA System Roof Cover (Note 15) MDP Deck No. (psf) Primer Joint Treatment Base Ply Ply Cap Ply Min. 15/32-inch plywood W 5 (Optional) ASTM D41 None SBS-SA (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA 90.0 at max. 24-inch spans APP-TA or APP-TA Min. 15/32-inch plywood Plywood joints are covered with 4-inch wide strips of TriBuilt SA (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA W 6 at max. 24-inch spans (Optional) ASTM D41 SBS Base, rolled into place to create continuous bond. TriBuilt SA SBS Base APP-TA or APP-TA 97.5 Exterior Research and Design, LLC. d/b/a Trinity ) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 C" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-112 Revision 2: 09/25/2017 Appendix 1, Page 8 of 26 �"x: �, '.:. sa .. ,.... ,... .. �:� r,.,.r ::: F2:: � `� � . �` �� � ' � � TAiBLE 2 �STEELO STRUCTt)RAL::COIs[�RE'f<E ., n.0 .rn .., ,d ..q:3 a.g: , ., ,., t'3ECKS :3N�W fANSTRU�17i? REROOF EAR-t)FF a:; �£: a, r. <. ,.:• t)R R£COUE-R �5 � a . s, y M PE 8.• PI ECHANiGii EY:ATitkC} ED-By S.5 ;. E i L�431t3t+! :B.C?NflEi3TUP 1NSU AT{Olsi' ,,��. E ONIIED Iii3t3FXOUER a, ...:. . , , , h ; System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note 1) Type-, Fasteners Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 22 ga., type B, Min. 1.5-inch Dekfast Hex with Min. 0.75-inch FescoBoard (Optional if using SC-1. Grade 33 steel or ACFoam II, ENRGY Dekfast #14, Trufast MP-3 with Trufast HD or z 1 per 2 ft (homogeneous) or min. 0.5-inch HA (Optional if using AA Base) One or SBS-AA, SBS- -45.0* min. 2,500 psi 3, H-Shield or Structodek High Density AA Ply) BP -AA more BP -AA or TA, APP-TA structrual concrete Polytherm OMG 3-inch Galy Plate Fiberboard Roof Insulation APP-TA with OMD HD Min. 22 ga., type B, Min. 2-inch Dekfast Hex with Min. 0.75-inch FescoBoard (Optional if using Grade 33 steel or ACFoam II, ENRGY Dekfast #14, Trufast MP-3 Trufast HD z 1 4 ft (homogeneous) or min. 0.5-inch HA (Optional if using AA Base) One or SBS-AA, SBS- SC-2. min. 2,500 psi 3, H-Shield or with or per Structodek High Density AA Ply) BP -AA more BP -AA or TA, APP-TA -45.0* structrual concrete Polytherm OMG 3-inch Gaiv Platewith Fiberboard Roof Insulation APP-TA OMD HD Min. 22 ga., type B, Min1.5-inch Dekfast Hex with Min. 0.75-inch FescoBoard (Optional if using Grade 33 steel or . 1 per 1.33 (homogeneous) or min. 0.5-inch (Optional if using AA Base) One or SBS-AA, SBS- SC-3. min. 2,500 psi ENRGY 3, H-Shield Dekfast #14 or TruFast ftz Structodek High Density HA AA Ply) BP -AA more BP -AA or TA, APP-TA -90.0 structrual concrete or Polytherm MP-3 with TruFast HD Fiberboard Roof Insulation APP-TA Min. 22 ga., type B, Min. 1.5-inch Dekfast Hex with Min. 0.75-inch FescoBoard BP -AA (Top surface One or more SBS-SA, APP- Grade 33 steel or 1 per 1.33 (homogeneous) or min. 0.5-inch SC-4. min. 2,500 psi ENRGY 3, H-Shield Dekfast #14 or TruFast z ft Structodek High Density HA primed with ASTM layers, SBS-SA or SA, SBS-TA -90.0 structrual concrete or Polytherm MP-3 with TruFast HD Fiberboard Roof Insulation D41 primer) APP-TA or APP TA ip' t wA x* 0 ^mod ti ",� ,i ... ..�Fi ;':.. u... ..._S •.'t' 'R ::- g TABI>r B R ��]h� 5TEEL {3Ei 5T UL71 L f NCfiETE DEI~KS ..NEY►��OI .'! r:> l :,. d t. , y, STR iCCltJ1U ERCIflF FJ R OOF Q 1tER%s °,. �. *� ,.... .. ..- _.... .w :-.: , f �, �° .,dm`� 1�`A� A° :.ECi•INSCA'flf)t� aa... € A .nab-. EiCiliOECRt�()FCOUER � ...w..,'*' , m.. +.� .� a .�'.:_ fin., ., ,.,.: a-, � �� �� � �'��.. ._...,:.k„3-.�..''r Y.'�YSTENiTYPEC �:ME �,... ..��� ��a 'ka �,,. Y., �'�..xm System Base Insulation Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note 1) Layer (psf) Type Fasteners Attach Base Ply Ply Cap Ply Min. 22 ga., type B, (Optional) One or (Optional if (Optional if using AA SC-5. Grade 33 steel or more layers, any Min. 0.5-inch SECUROCK Gypsum- OMG 3-inch Galvalume Steel 1 per 1.78 using AA Ply) Base) One or more BP- SBS-AA, SBS- 75.0 min. 2,500 psi combination, loose Fiber Roof Board Plate with OMG #14 HD fe TA, APP-TA structrual concrete laid BP -AA AA or APP-TA Min. 0.5-inch Structodek High Min. 22 ga., type B, One or more layers, Density Fiberboard Roof Dekfast Galvalume Steel Hex with (Optional if (Optional if using AA Grade 33 steel or Insulation or min. 0.25-inch Dens Dekfast #12 (steel only) or #14 or 1 per 1.33 SBS-AA, SBS- SC-6. any combination, using AA Ply) Base) One or more BP- 82.5 min. 2,500 psi Deck, Dens Deck Prime or TruFast MP-3 with TruFast DP ftz TA, APP-TA structrual concrete loose laid SECUROCK Gypsum -Fiber Roof (steel only) or HD BP -AA AA or APP-TA Board Min. 22 ga., type B, (Optional) Dekfast Galvalume Steel Hex with SBS-AA, SBS- Grade 33 steel or One or more layers, Min. 1.5-inch ENRGY 3, H-Shield Dekfast #12 (steel only) or #14 or 1 per 1.33 (Optional) One or more TA, SBS-SA, SC-7. --__ =min.:2300=psi =any -combination = =or Polytherm-_ - __ _ - _ _ _ TtiiFast-vlP_3_wittrTftiFastDP z - #t SBS-SA : SBS-SAt�r_APP-TA. _ _ . -A�P_'FA, APP_-- 82.5 structrual concrete loose laid (steel only) or HD SA Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Repdrt A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 9 of 26