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Home My WebLink AboutPRODUCT APPROVAL MODIFIED BITUMENFlorida (fit ..; Product Approval USER: Public User r mm W. W Product Aooroval Menu > Product or Aoolication Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature > Application Detail FL16027-R2 Revision 2017 Approved it ST LUCIE COUNTY ! BUILDING DIVISION FOR COMPLI 1 REVIEWED Y j�� DATE T- ( FLANS AND PSAM T MUST BE KEPT ON JOB OFF NO INSPECTION WILL BE MACE Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com David Ruiz • david.ruiz@tribuiltmg.com THESE PLANS AND ALL PROPOSED WORK ARE SUE'>NJJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTOU) THAT MAY BE NECESSARY IN ORDER TO COMM WITH 4 AMCAaL2 003011 Technical Representative. David Ruiz �1 CONCEALED FASTENERS OR ATT�f�Hf4Erf Address/Phone/Email 250 Route 17 North East Rutherford, N] 07073 ARE THE RESPONSIBILITY OF THE (201)842-2449 david.ruiz@tribuiltmaterialsgroup.com CONTRACTOR OF RECOR�I Quality Assurance Representative C Richard Schurman Address/Phone/Email 9050 Louisiana Street Merrillville, IN 46410 rich.schurman@alliedbuilding.com Category Roofing. Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed' Robert Nieminen the Evaluation Report . COPY Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/06/2018 Validated By John W. Knezevich, PE ® Validation Checklist - Hardcopy Received Certificate of Independence FL16027 R2 COI 2017 01 COI Nieminen.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 FM 4470 2012 FM 4474 2011 Equivalence of Product Standards Certified By c https://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtFPmdYiND... 1 /2-5/2018 Florida Building Code Online , Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/25/2017 09/30/2017 10/08/2017 12/12/2017 FL # Model, Number or Name Description 16027.1 TRI-BUILT Modified Bitumen Roof SBS and APP modified bitumen roof systems Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL16027 R2 II 2017 09 FINAL Al ER TRI- Approved for use outside HVHZ: Yes BUILT MODBIT FL16027-112.Ddf Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.) The Design Pressure noted in this application Evaluation Reports refers to one system. Refer to ER Appendix for all systems FL16027 R2 AE 2017 09 FINAL ER TRI- and max. design pressures. 2.) Refer to ER Sectio 1 5 for BUILT MODBIT FL16027-R2.Ddf Limits of Use. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 - The State of Florida Is an AA/EEO employer. Copyright 2007 2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phong or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hap.. (Product Approval Accepts: 14W.® — Credit Card Safe https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 1 /25/2018 January I, 2017 RE: Certification of Independence, Florida F To Whom It May Concern: This letter serves to document the following in accc . Exterior Research & Design, LLC. d/b/a Trinity I E will it acquire, a financial interest in any company r 2. Exterior Research & Design, LLC. d/b/a Trinity company manufacturing or distributing products 3. Robert Nieminen, P.E. does not have nor w manufacturing or distributing products for which 4. Robert Nieminen, P.E. does not have, nor will acq in the approval process of the product. S. Building Code Evaluations issued by TrinityJERD a construed to mean or imply that TrinityJERD or for any project on which the Evaluation Report is. retained specifically for that purpose on a given I Please contact our office with any questions. Sincerely, . Robert Nieminen, P.E. Florida Reg. No. 59166 Vice President Email: robertnieminen@trinityerd.com 0. TRINITY I ERD Certificate of Authorization #9503 . Rule 61 G20-3 ance with Florida F.A.C. Rule 61 G20-3: J does not have, nor does it intend to acquire or nufacturing or distributing products it evaluates. ;D is not owned, operated or controlled by any evaluates. I acquire, a financial interest in any company the evaluation reports are being issued. lire, a financial interest in any other entity involved Robert Nieminen, P.E. are not, in anyway, to be bert Nieminen, P.E. are the Designer of Record as used for permitting or design guidance unless Iject. TRINITY ERD . WA: 80 Yesler Way, Suite 200 Seattle, WA 98104 P: (206) 467-0054 F: (206) 267-0272 CT: 353 Christian Street, Unit 13 Oxford, CT 06478 P: (203) 262-9245 F: (203) 262-9243 ftlp IpppE CpUNTY Sc: 10 Mauney Court Columbia, SC 29201 P: (803) 988-8133 F: (803) 988-8111 , HI: 735 Bishop Street, Suite 430 Honolulu, HI 96813 P: (808) 535-3144 F: (808) 535-3147 ACCREDITED' ,v°�r QOTRINITYIERD EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800)516-1485 SCOPE: This Evaluation Report is issued under Rule 61G20-3 an construction materials in the State of Florida. The docum P.E. for use of the product under the Florida Building C compliance with the 6th Edition (2017) Florida Building Cc EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478. (203) 262-9245 Evaluation Report A42970.10.12-112 FL16027-R2 Date. of Issuance: 10/23/2012 Revision 2: 09/25/2017 the applicable rules and regulations governing the use of station submitted has been reviewed by Robert Nieminen, le. The product described herein has been evaluated for sections noted herein. DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements ��ith each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at•the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus'a 26-page Appendix. Prepared by: Y� ; ,�t�a•3?t�7 t/� — Robert J.M. Nieminen, P.E. a ��i '.°c-.:�: ,;c;,:•': +�� 5�';,u�a4+�'`. Thefacsimile seal authorized RobertNiemin, aP earingwas Florida Registration No. 59166, Florida DCA ANE1983 rvea an ;,�Q �,, \ / / vsigned document. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have,. nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design; LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ROOFING SYSTEMS EVALUATION: 1. SCOPE: 2. \I I �NITYIERD Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: TRI-BUILT Modified Bitumen Roof Systems, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6`h Edition (2017). Florida Building Code through testing in accordance with the following Standards. -Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. STANDARDS: Section 1504.3.1 1504.7 1507.11.2 1507.11.2 1507.11.2 3. REFERENCES: Entit ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) 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 1330540.11.09-111 P30550.12.09 P33960.12.10 P33970.03.11 P37590.03.13-3A P39680.03.13 P37590.03.13=1-111 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 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 O1/04/2000 01/25/2000 02/15/2000 01/12/2000 01/12/2000 05/02/2001 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 Exterior Research and Design, I.I.C. Evaluation Report A42970.10.12-R2 Certificate ofAuthoriratlon #9503 6TM EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-R2 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017 Page 2 of 4 Entit FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) Miami -Dade (CER1592) Miami -Dade (CER1592) UL LLC (QUA9625) UL LLC (QUA9625) UL LLC (QUA9625) 4. PRODUCT DESCRIPTION: Examination FM 4470/4474 FM 4470/4474 FM 4470/4474 Physical Properties Physical Properties Physical Properties Physical Properties HVHZ Compliance Proposal for Review Quality Control Quality Control Quality Control This Evaluation Report covers TRI-BUILT Modified Materials Group, LLC published installation instr following membranes make up the subject systems. Reference 3023458 3030668 3032172 PUSA-062-02-01 PUSA-061-02-02 PUSA-064-02-02 PUSA-062-02-02 Various NOAs 10-0823 ML Agreement M L Correlation, R27202 Service Confirmation, R14571 Date 07/18/2006 09/12/2007 06/12/2009 12/04/2007 01/28/2008 02/27/2008 12/04/2008 Various 10/12/2010 02/27/2012 08/20/2012 Exp. 10/06/2018 n Roof Systems installed in accordance with TRI-BUILT and the Limitations / Conditions of Use herein. The Tabled Roll(Goods fox TRI BUILTIR- m Modlfled Bitumen Roof Systes �T ,,h < Type Product Specification Reference Grade Type SBS Membranes TriBuilt SA SBS Base ASTM D6163, Table 2 S I TriBuilt SBS Granular ASTM D6164 G I TriBuilt SA SBS Cap ASTM D6164 G I APP Membranes TriBuilt APP Smooth ASTM D6222 S I TriBuilt APP Granular ASTM D6222 I G I TriBuilt SA APP Cap ASTM D6222 I G I 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retain, ed specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC H IHZ jurisdictions. 5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 The roof system evaluation herein pertains ito above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511. 5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. Exterior Research and Design, I.I.C. Evaluation Report A42970.10.12-RZ Certificate of Authorization #9503 CH 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 QOTRINITYIERD 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 syste i 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 IIdesign 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. I 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure - 1609.3(1), 1609.3(2) or 1609.3(3). 5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. 6. INSTALLATION: 6.1 TRI-BUILT Modified Bitumen Roof. Systems si)all be installed in accordance with TRI-BUILT Materials Group, LLC published installationinstructions, subject to the Limitations / Conditions of Use noted below. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (314) 578-3406, k.chancellor@us.ul.com - THE 26-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report A42970.10.12-112 Cert1ficate oJAuthorization #9503 e" EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-RZ TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/2S/2017 page 4 of 4 \I TRINITY I ERD I APPENDIX 1t A'ffACImW REQUIREMENTS FOR WWD'?UPd RESISTANCE •; Table Deck Application Type Description Page 3A-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 SC 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 3E-1 Wood New or Reroof (Tear -Off). E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7 1E-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 8 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9 213 Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 9 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 11-14 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 14 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 15-16 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. 5D CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 22 SE CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 22 6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 23 6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 24 6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 24 6D Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 24 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 25-26 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 26 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: ➢ Wood: Minimum 0.75-inch penetration. ➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ➢ Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ Certificate of Authorization #9503 67" 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 TRINITY I ERD Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ HA (HA): Full coverage at 25-30 Ibs/square. ➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. ➢ Millennium One Step 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 polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: ➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) ➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) ➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+ GL) ➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OMG OlyBond-500 (OB500): ---- —MDP--487:5-psf—(Min.-0:5=inch-thick-ACFoam-II) ➢ ICP Adhesive & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the 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 WDl, 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, I.I.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6EDITION (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 �I TRINITY I ERD 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. TABLE i:-TRI-BUILT ROOF COVERS' 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 Cap Ply TriBuilt SBS Granular Torch -Applied (SBS, Torch -Applied) SBS-SA Base Ply TriBuilt SA SBS Base Self -Adhering Cap Ply T)h9ullt SASBS Gap (SBS, Self -Adhering) APP-TA Base Ply or Ply Sri Mrt APP Smooth Torch -Applied Cap Ply TriBuilt APP Smooth, ThBuilt 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: VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK ADHERED`INSULATION PER TABLE 3A` �. Option # Primer Vapor Barrier Insulation Adhesive MDP (psf) Type Attach VB-1. ASTM D41 TriBuilt SA SBS Base Self -Adhering Inta-Stik or CR-20, 12-inch o.c. -60.0 VB-2. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Insta-Stik, 12-inch o.c. -75.0 VB-3. ASTM D41 TrlBuilt SA SBS Cap- Self -Adhering Millennium One Step Foamable Adhesive, 12-inch o.c. -157.5 VB-4. ASTM D41 TriBuilt SA SBS Cap Self -Adhering CR-20, 12-inch o.c. -270.0 VB-5. ASTM D41 TriBuilt SA SBS Base Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20,12-inch o.c. _290.0 17. - Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. 18. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, I.I.C. d/b/a Trinity ( ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modred Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26 `J TRINITY ERD TABLE 1i4-1: WOOD DECKS- NEW CONSTRUCTION OR REROOF (TEAR 'OFF) . _F 'SYSTEM TYPE A-2: 'MECHANICALLY ATTACHED ANCHOR SHEET;`BONDED`IN•SULATION, BON DIED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP No. (Note 1) Type. Fasteners Attach Type Attach Type Attach ' Base Ply Ply Cap Ply (Psf) Min. 0.25-inch Dens 8-inch o.c. in 4- Deck, Dens Deck Prime, Polyglass G2 Base, 32 ga., 1-5/8- inch lap and 8- (Optional) FBC SECUROCK Gypsum - Min.19/32- CertainTeed Glasbase, inch diameter inch o.c. in Approved, Fiber Roof Board, Min. SBS-AA, W 1 inch plywood Firestone MB Base, JM tin caps with 11 three, equally ASTM C3289, HA 0.75-inch FescoBoard HA BP -AA (Optional) SBS-TA, -60.0 at max. 24- Perma-Ply 28, Tamko a annular ring g g spaced, P a II of iso- P y (homogeneous) or min. ( g ) BP -AA APP-TA inch spans Glass Base or shank nails staggered cyanurate cya 0.5-inch Structodek GAFGLAS #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 inch spans Glass Base or ga. annular ring spaced, type II polyiso- Fiber Roof Board SA or APP-TA shank nails staggered cyanurate APP-TA GAFGLAS #75 center rows 6-inch o.c. in 4- Min 2-inch Min. 19/32- -32-ga.-1=5/8-- -inch-lap and— 6 ACFoam II, III, _D_IS,_O.B.500,_ CR-20 or M- D-IS, Min. 0.25-inch Dens inch plywood Polyglass Elastobase inch diameter inch o'c. in H-Shield, H- OSFA, atop Deck, Dens Deck Prime OB500, (Optional) SBS-AA, ; 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 or ENRGY-3 oc center rows 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 at max. 24 or Polyglass tin caps with 12 four, equally Shield CG, fastener layers of base insulation CR-20 or SBS-SA more SBS- SBS-TA or -60.0, inch spans Elastobase Poly ga. annular ring spaced, Multi -Max F43 rows, 7-inch M-OSFA SA or APP-TA shank nails staggered or ENRGY-3 oc APP TA center rows Exterior Research.and Design, LLC. d/b/a Trinity ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6' EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modred Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL36027-112 Revision 2: 09/25/2017 Appendix 1, Page 4 of 26 TABLE 1A-2: WOOD ;DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER, " '.. SYSTEI ITYPEA-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION ;BONDED.ROOF`COVER " System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (Psf) 12-inch o.c. in 4- Min. 0.25-inch Dens Deck, Min. 19/32- Polyglass OMG Flat inch lap and 12- (Optional) FBC Dens Deck Prime, 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 Elastobase type II polyiso- (homogeneous) or min. 0.5- inch spans Poly Roofgrip #12 staggered center cyanurate inch Structodek High Density rows Fiberboard Roof Insulation Polyglass 12-inch o.c. in 4- (Optional) FBC (Optional) Min.19/32- Elastobase or OMG Flat inch lap and 12- Approved, Min. 0.25-inch Dens Deck, One or SBS-SA, APP- W-6 inch plywood Polyglass Bottom Plates inch o.c. in two, ASTM C1289, HA Dens Deck Prime, SECUROCK HA SBS-SA more SBS- SA, SBS-TA -60.0 at max. 24- Elastobase (square) with equally spaced, type II polyiso- Gypsum -Fiber Roof Board SA or APP- or APP-TA inch spans Poly Roofgrip #12 staggered center cyanurate TA rows T KS� 2NE - ABLE 3B: WOOD DEG — -NEWCONSTRUCTION, REROOF (TEAR -OFF) oR RECOVER " - " SYSTEM TYPE B ,MECHANICALLY ATTACHED BASE INSULATION;BONDEDTOP INSULATION_BONDED ROOF'COVERm System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note 1) (Psf) Type Fasteners Attach Type Attach Base Ply Ply Cap Ply Min. 19/32-inch Min. 1.5-inch Dekfast Hex with Min. 75-inch FescoBoard 0. (Optional if (Optional if using W-7 plywood at max. 24-inch ENRGY 3, H-Shield Dekfast #12 or TruFast 1 per a (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 odek High Density Fiberboard BP AA more BP -AA or APP-TA Roof Roof Insulation APP-TA Exterior Research and Design, U.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modred Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 5 of 26 C)o \,I TRINITY IERD TABLE 1C: WOOD DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: .MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Base Insulation Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note 1) Layer (Psf) Type Fasteners Attach Base Ply Ply Cap Ply Min. 19/32-inch (Optional) Min. 0.5-inch Structodek High Density Dekfast Galvalume (Optional if (Optional if using AA W-8 plywood at max. One or more layers, Fiberboard Roof Insulation or min. 0.25- Steel Hex with 1 perz1.33 using AA Ply) Base) One or more BP -AA SBS-AA, SBS-TA, APP- 82 5 24-inch spans any combination, inch Dens Deck, Dens Deck Prime or Dekfast #12 DP ft BP -AA or APP-TA TA loose laid SECUROCK Gypsum -Fiber Roof Board (Optional) Dekfast Galvalume Min.19/32-inch One or more layers, Min. 1.5-inch ENRGY 3, H-Shield or Steel Hex with 1 per Z .33 (Optional) One or more SBS-SA, APP-SA, SBS- W-9 plywood at max. ly any combination, Polytherm Dekfast Dekfast #12 DP or ft SBS-SA SBS-SA or APP-TA TA or APP-TA 82 5 2inch spans TruFast MP-3 with loose laid TruFast DP : -TABLE ID: WOOD DECKS- NEVJCONSTRUCTION, REROOF'(TEAa-OFF) OR RECOVER• SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Insulation Layers) Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 1) 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. CertainTeed Glasbase, Firestone MB #14, Dekfast Hex with inch o.c. in two, equally spaced, or more BP -AA SBS-TA, -52.5. 24-inch spans any combination Attached Base, JM Perma-Ply 28, Tamko Glass Dekfast #14 or TruFast staggered center rows or APP-TA APP-TA Base or GAFGLAS #75 MP-3 with TruFast HD Min. 19/32-inch Dekfast Hex with Dekfast 12-inch o.c. in 4-inch lap and 12- SBS-SA, W-11 plywood at max. One or more layers, Prelim. Polyglass Elastobase or Polyglass #14 or TruFast MP-3 with inch o.c. in two, equally spaced, One or more APP-SA, 52 5' 24-inch spans any combination Attached Elastobase Poly with poly top surface TruFast HD staggered center rows SBS-SA SBS-TA or APP-TA Min. 19/32-inch One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG-Flat Bottom Plates 12-inch o.c. in 4-inch lap and 12- (Optional) One SBS-AA, W-12 plywood at max. any combination Attached Elastobase Poly (square) with Roofgrip #12 inch o.c. in two, equally spaced, or more BP -AA SBS-TA, -60.0 24-inch spans staggered center rows or APP-TA APP-TA Min. 19/32-inch One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates 12-inch o.c. in 4-inch lap and 12- One or more SBS-SA, APP-SA, W-13 plywood at max. any combination Attached Elastobase Poly with poly top surface (square) with Roofgrip #12 inch o.c. in two, equally spaced, SBS-SA SBS-TA or 60.0 24-inch spans staggered center rows APP-TA Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report A42970.30.12-R2 for FL16027-RZ Certificate of Authorization #9503 67 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 \J TRINITYIERD -TABLE IE-1: WOOD DECKS -NEW CONSTRUCTION OR REROOF'(TEAR-OFF) SYSTEM TYPE_E NON -INSULATED, MECHANICALLY ATTACHED, BASE SHEET, BONDED ROOF COVER System S Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 1) Base Fasteners Attach Base Ply Cap Ply (psf) W-14 1 Min. 15/32-inch plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 18-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS-TA -`t5.0• equally spaced, staggered center rows APP-TA or APP-TA 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 or APP-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 Ply 28, Tamko Glass Base or GAFGLAS #75 APP-TA Min. 19/32-inch Polyglass Elastobase or Polyglass 32 ga., 1-5/8-inch diameter tin caps 8-inch o.c. in 4-Inch lap and 8-inch o.c. in three, (Optional) One or SBS-SA, APP- W-17 plywood at max. Elastobase Polywith of to surface poly p with 11 a. annular ringshank nails g - equally spaced, staggered center rows q y p gg more SBS-SA or SA, SBS-TA or 60.0 24-inch spans APP-TA APP-TA Min.15/32-inch 6-inch o.c. at 2-inch lap and 6-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS-TA W-18 plywood at max 24- Polyglass Elastobase Simplex MAXX Cap equally spaced, staggered center rows APP-TA or APP-TA -90.0 inch spans Min.19/32-inch -Polyglass Elastobase orPolyglass— - _ - _ -32 ga.,1-5/8=inch diameter tin caps -' - 4-irich o.c. in 4-inch lap and flinch 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 W-20 Min. 15/32-inch plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-inch o.c. in three, (Optional) BP -AA or SBS-AA, SBS-TA -105.0 inch spans equally spaced, staggered center rows APP-TA or APP-TA 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 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- W-22 plywood at max. Elastobase Polywith of to surface poly p Note: Tin caps are to be rimed with p p equally spaced, staggered center rows q y p gg more APP-TA SA, SBS-TA or -112.5 24-inch spans ASTM D41 primer. APP-TA Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL36027-112 Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 7 of 26 \,I TRINITY I ERD ' TABLE lE-2: VIIOOD DECKS- NEIN CONSTRUCTION', REROOF (TEAR-OFp) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 1) Base Fasteners Attach Base Ply Cap Ply (Psf) Min. 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 Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast #14 or TruFast MP- 12-inch o.c. in 4-inch lap and 12-inch One or more SBS- SBS-SA, APP- W-2 plywood at max. Elastobase Poly with poly top surface 3 with TruFast HD o.c. in two, equally spaced, staggered SA SA, SBS-TA or k 52.5 24-inch spans center rows APP-TA Min. 19/32-inch Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch (Optional) One or SBS-AA, SBS- W-3 plywood at max. 'Elastobase Poly Roofgrip #12 o.c. in two, equally spaced, staggered more BP -AA or TA, APP-TA -60.0 24-inch spans center rows -TA Min. 19/32-inch Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch One or more SBS- SBS-SA, APP- W-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 I APP-TA TABLE1Fi WOOD DECKS= NEWCgNSTRUCTION°oRREROOF:(TEAR-OFF) -"• -.. SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System Roof Cover (Note 15) MDP No Deck Primer (Psf) Joint Treatment Base Ply Ply Cap Ply W-5 Min. 15/32-inch plywood (Optional) ASTM D41 None SBS-SA (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA 90.0 at max. 24-inch spans APP-TA or APP-TA W-6 Min. 15/32-inch plywood (Optional) ASTM D41 Plywood joints are covered with 4-inch wide strips of TriBuilt SA TriBuilt SA SBS Base (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA 97.5 at max. 24-inch spans SBS Base, rolled into place to create continuous bond. APP-TA orAPP-TA Exterior Research and Design, U.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6T" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 8 of 26 \I TRINITY I ERD TABLE, 2A:STEEL ORSTRUCTURAL CONCRETE DECKS -NEW CONSTRUCTION REROO9(TEAR-OFF)oRRECOVER. ''.. SYSTEM TYPE'8: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF'COVER System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note i) Type Fasteners Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 22 ga., type B, Min. 1.5-inch Dekfast Hex with Dekfast #14, Trufast Min. 0.75-inch FescoBoard (Optional if using SC-1. Grade 33 steel or ACFoam II, ENRGY MP-3 with Trufast HD or 2 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 Plate Fiberboard Roof Insulation APP-TA with OMD HDD Min. 22 ga., type B, Min. 2-inch Dekfast Hex with Min. 0.75-inch FescoBoard (Optional if using SC-2. Grade 33 steel or ACFoam II, ENRGY Dekfast #14, Trufast MP-3 with Trufast HD or z 1 per 4 ft (homogeneous) or min. 0.5-inch HA (Optional if using AA Base) One or SBS-AA, SBS- 45.0* min. 2,500 psi 3, H-Shield or OMG 3-inch Galy Platewith Structodek High Density AA Ply) BP -AA more BP -AA or TA, APP-TA structrual concrete Polytherm Fiberboard Roof Insulation APP-TA OMD HD Min. 22 ga., type B, Min.1.5-inch Dekfast Hex with Min. 0.75-inch FescoBoard (Optional if using SC-3. Grade 33 steel or ENRGY H-Shield Dekfast #14 1 per 1.33 (homogeneous) or min. 0.5-inch HA (Optional if using AA Base) One or SBS-AA, SBS- -90.0 min. 2,500 psi or Polytherm HTruFast MP-3 with TruFast HD ru Fast ft2 Structodek High Density AA Ply) BP -AA more BP -AA or TA, APP-TA structrual concrete Fiberboard Roof Insulation APP-TA Min. 22 ga., type B, Min. 1.5=inch Dekfast Hex with Min. 0.75-inch FescoBoard BP -AA (Top surface One or more SBS-SA, APP- SC-4. Grade 33 steel or ENRGY 3, H-Shield Dekfast #14 or TruFast 1 per 1.33 x (homogeneous) or min. 0.5-inch HA primed with ASTM - - layers, SBS.-SA or SA, SBS-TA -90.0 min. 2,500 psi -or-Polytherm -MP-3-with TruFast - - ft_-_ _Structodek-High-Density - - D41 primer) APP-TA or APP-TA structrual concrete Fiberboard Roof Insulation TABLE 2B: STEEL OR STRUCTURAL CONCRETE DECKS -NEW CONSTRUCTION, REROOF`(TEAR-OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,.BONDED ROOF COVER System Base Insulation Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note 1) Layer (Psfl 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 ft2 BP -AA AA or APP-TA TA, APP-TA structrual concrete laid Min. 0.5-inch Structodek High Min. 22 ga., type B, One or more layers, Density Fiberboard Roof Dekfast Galvalume Steel Hex with (Optional if (Optional if using AA SC-6. Grade 33 steel or any combination, Insulation or min. 0.25-inch Dens Dekfast #12 (steel only) or #14 or 1 per 1.33 using AA Ply) Base) One or more BP- SBS-AA, SBS- -82.5 min. 2,500 psi loose laid Deck, Dens Deck Prime or TruFast MP-3 with TruFast DP ft2 BP -AA AA or APP-TA TA, APP TA structrual concrete SECU ROCK Gypsum -Fiber Roof (steel only) or HD Board Min. 22 ga., type B, (Optional) Dekfast Galvalume Steel Hex with SBS-AA, SBS- Grade 33 steel or One or more layers, Min: 1.5-inch ENRGY 3, H-Shield Dekfast #12 (steel only) or #14 or 1 per 1.33 SBS-SA (Optional) One or more TA, SBS-SA, 82.5 SC-7. min. 2,500 psi any combination, or Polytherm TruFast MP-3 with TruFast DP ft2 SBS-SA or APP-TA APP-TA, APP- structrual concrete loose laid (steel only) or HD SA Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-112 Certificate of Authorization #9503 67 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modred Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 9 of 26 �TRINITY I ERD TABLE 2C: STEEL OR STRUCTURAL CONCRETE DECKS— NEW,CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPED: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER.-, , NOTE: INSULATION IS OPTIONAL FOR' RECOVER APPLICATIONS - System Insulation Layer(s) Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 1) Type Attach Base Fasteners Attach Base Ply Cap Ply (Psf) Min. 22 ga., type B, One or more Polyglass Elastobase, Polyglass OMG Flat Bottom Plates (square) 12-inch o.c. in 4-inch lap (Optional) One or SC-8. Grade 33 steel or min. layers, any Prelim. Elastobase Poly or JM Perma- with Roofgrip #14, Dekfast Hex and 18-inch o.c. in two, more BP -AA or APP- SBS-AA, SBS- -45.0 , 2,500 psi structrual Attached with Dekfast #14 or TruFast MP-3 equally spaced, staggered TA, APP-TA concrete combination Ply 28 with TruFast HD center rows TA Polyglass Elastobase, Polyglass Min. 22 ga., type B, One or more Elastobase Poly, Polyglass G2 OMG Flat Bottom Plates (square) 12-inch o.c. in 4-inch lap (Optional) One or Grade 33 steel or min. Prelim. Base, CertainTeed Glasbase, with Roofgrip #14, Dekfast Hex and 12-inch o.c. in two, SBS-AA, SBS- SC-9. 2,500 psi structrual layersany Attached Firestone MB Base, JM Perma- with Dekfast #14 or TruFast MP-3 equally spaced, staggered more BP -AA or APP- TA, APP-TA 52.5 concrete combination Ply 28, Tamko Glass Base or with TruFast HD center rows TA GAFGLAS #75 Min. 22 ga., type B, One or more Polyglass Elastobase or OMG Flat Bottom Plates (square) 12-inch o.c. in 4-inch lap SBS-SA, APP- SC-10. Grade 33 steel or min. layers, any Prelim. Polyglass Elastobase Poly with with Roofgrip #14, Dekfast Hex and 12-inch o.c. in two, One or more SBS-SA SA, SBS-TA -52.5 " 2,500 psi structrual combination Attached poly top surface with Dekfast #14 or TruFast MP-3 equally spaced, staggered or APP-TA concrete with TruFast HD center rows Min. 22 ga., type B, One or more OMG Flat Bottom Plates (square) __ 2-inch o.c. in 4-inch lap (Optional) One or SC-11. Grade 33 steel or min. -layers, _Prelim.— —Polyglass Elastobase-or with Roofgrip #12 (steel only) or and 12-inch o.c. in two, more BP -AA or APP- SBS-AA, SBS- -60.0 2,500 psi structrual Attached Polyglass Elastobase Poly #14 equally spaced, staggered TA TA, APP-TA concrete combination center rows Min. 22 ga., type B, One or more Polyglass Elastobase or OMG Flat Bottom Plates (square) 12-inch o.c. in 4-inch lap SBS-SA, APP- SC-12. Grade 33 steel or min. layers, any Prelim. Polyglass Elastobase Poly with with Roofgrip #12 (steel only) or and 12-inch o.c. in two, One or more SBS-SA SA, SBS-TA -60.0" 2,500 psi structrual combination Attached poly top surface - #14 equally spaced, staggered or APP-TA concrete center rows Min. 22 ga., type B, One or more SC-13. Grade 80 steel or min. layers, any Prelim. TriBuilt APP Smooth Dekfast isofast IF-2.375-AT Plates 12-inch o.c. in the 5-inch (Optional) APP-TA SBS-TA, APP- 82.5 2,500 psi structrual Attached with Dekfast #15 HS wide, heat -welded side lap TA concrete combination Min. 22 ga., type B, One or more SC-14. Grade 80 steel or min. layersany Prelim. TriBuilt APP Smooth Trufast 2.4 in. Barbed Seam 12-inch o.c. in the 6-inch (Optional) APP-TA SBS-TA, APP- -82.5 2,500 psi structrual Attached Plates with Trufast EHD Fasteners wide, heat -welded side lap TA concrete combination Min. 22 ga., type B, One or more Dekfast Hex with Dekfast #14 or 12-inch o.c. in the 4-inch SC-15. Grade 33 steel or min. layers, any Prelim. TriBuiltAPP Smooth OMG Flat Bottom Plates with lap and 18-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS- -112.5 2,500 psi structrual combination Attached OMG Roofgrip #14 equally spaced, staggered APP-TA TA, APP-TA concrete center rows Exterior Research and Design, U.C. d/b/a Trinity IERD 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 10 of 26 TABLE M STRUCTURACCONCRETE,DECKS 'NEW CONSTRUCTION OR REROOF (TEARcOFF) , SYSTEM TYPE A 1 BONDED, INSULATION, BONDEDROOF COVER SEE NOTE 16 FOR.VAP R BARRIER OPTIONS System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No Deck Primer Type Attach Type Attach Base Ply Ply Cap Ply (Psf) ._:-5ELF_,46HE_lilillSTEMSWRH:BA E-1NSULAT_ION•ANDOPTIONALTOP.INSOLATIONOFTHESAMETYPEt' Structural (Optional) Min. 1.5-inch H-Shield or Multi -Max (Optional) additional layers(s) of (Optional) One or more SBS=SA, APP-SA, C-1 concrete ASTM D41 FA3 D IS I base insulation D-IS SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA 67.5 Structural (Optional) (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C-2 concrete ASTM D41 Min. 1.5-inch ACFoam II or ENRGY 3 D-IS base insulation D-IS SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -135.0 Structural (Optional) additional layers of base (Optional) One or more SBS-SA, APP-SA, C-3 concrete None Min. 1.5-inch, min. 1.5 pcf Insulfoam D-15. insulation D-IS SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -157.5 Structural (Optional) additional layers of base (Optional) One or more SBS-SA, APP-SA, C-4 concrete None Min. 1.5-inch, min. 2.0 pcf Insulfoam OB500 insulation OB500 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA 120.0 Structural (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C-5 concrete None Min. 1.5-inch ENRGY 3 OB500 base insulation OB500 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -127.5 C-6 Structural None Min. 1.5-inch ACFoam II or H-Shield OB500 (Optional) additional layers(s) of OB500 SBS-SA (Optional) One or more SBS-SA, APP-SA, 150.0, concrete base insulation SBS-SA or APP-TA SBS-TA or APP-TA Structural Min. 1.5-inch ACFoam 11, ENRGY 3, H- (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C-7 concrete None -Shield-or-Multi-Max-FA3 M-OSFA -base insulation ---- -- -M-OSFA---SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -232.5 C-8 Structural None Min. 1.5-inch, min. 2.0 pcf Insulfoam CR-20 (Optional) additional layers of base CR-20 SBS-SA (Optional) One or more SBS-SA, APP-SA, 240.0 concrete insulation SBS-SA or APP-TA SBS-TA or APP-TA Structural Min. 1.5-inch ACFoam II, ACFoam Ili, (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C-9 concrete None ENRGY 3, H-Shield, H-Shield CG , Multi- CR-20 base insulation CR-20 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -270.0 Max FA3 or ISO 95+ GL Structural OB (Optional) additional layers(s) of OB (Optional) One or more SBS-SA, APP-SA, C-30 None Min. 2-inch ACFoam II or H-Shield Classic Classic SBS-SA 270.0 concrete (FULL) base insulation (FULL) SBS-SA or APP-TA SBS-TA or APP-TA Structural Min.1.5-inch ACFoam 11, ACFoam III, (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C-11 ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA HA SBS-SA 480.0 concrete Multi -Max FA3 base insulation SBS-SA or APP-TA SBS-TA or APP-TA ySELFADHERINGSY5TEM5WRH,BASEINSULATIONANDCOVERBOARD.,' ,_,:- -'- - ,,,,. �.,,,. :;,._ ., r:-�;�..- �_m__.P z C-12 Structural None Min. 1.5-inch Multi -Max FA3 D-IS Min. 0.25-inch SECUROCK Gypsum- D-IS SBS-SA (Optional) One or more SBS-SA, APP-SA, 67.5 concrete Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-TA C-13 Structural None Min. 1.5-inch, min. 2.0 pcf Insulfoam D-IS Min. 0.25-inch Dens Deck, Dens D-IS SBS-SA (Optional) One or more SBS-SA, APP-SA, 120.0 concrete Deck Prime SBS-SA or APP-TA SBS-TA or APP-TA Structural Min. 2-inch ACFoam II, ENRGY-3 or H- Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, C-14 concrete None Shield D IS Fiber Roof Board D-IS SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -247.5 C-15 Structural None Min. 1.5-inch ENRGY 3 OB500 Min. 0.25-inch Dens Deck, Dens OBS00 SBS-SA (Optional) One or more SBS-SA, APP-SA, 127.5 concrete Deck Prime SBS-SA or APP-TA SBS-TA or APP-TA Exterior Research and Design, U.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modred Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 11 of 26 �I TRINITY IERD TABLE3A:,STRUCTURAL CONCRETE DECKS -=NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED RO6F COVER , - •_ `SEE NOTE16 FOR VAPOR BARRIER OPTIONS, - System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck Primer Type Attach Type Attach Base Ply Ply Cap Ply (Psf) Structural Min. 1.5-inch ACFoam II, H-Shield or Min. 0.25-inch Dens Deck, Dens (Optional) One or more SBS-SA, APP-SA, C-16 concrete None ISO 95+GL OB500 Deck Prime OB500 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -150.0 Structural Min. 2-inch ACFoam II, ENRGY-3 or H- Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, C 17 concrete None Shield OB500 Fiber Roof Board OB500 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -247.5 Structural Min. 1.5-inch ACFoam II, ENRGY 3, H- Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, C-18 concrete None Shield or Multi -Max FA3 M-OSFA Fiber Roof Board M-OSFA SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -232.5 Structural Min. 2-inch ACFoam II, ENRGY-3 or H- Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, C-19 concrete None Shield M-OSFA Fiber Roof Board M-OSFA SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -247.5 Structural Min. 0.25-inch Dens Deck, Dens (Optional) One or more SBS-SA, APP-SA, C-20 None Min. 1.5-inch, min. 2.0 pcf Insulfoam CR-20 CR-20 SBS-SA -240.0 concrete Deck Prime SBS-SA or APP-TA SBS-TA or APP-TA Min. 1.5-inch Ultra -Max or Multi -Max Structural FA-3, min. 1.3-inch ACFoam III or min. Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, C-21 concrete None 1.0-inch ISO 95+GL, H-Shield, H-Shield CR-20 Fiber Roof Board CR-20 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -240.0 CG or ENRGY 3 Structural Min. 2-inch ACFoam II, ENRGY-3 or H- _ - -Min. -0.25-inch-SECUROCK Gypsum= - ' (Optional) One or more SBS-SA, APP-SA, C-22 -None- - CR=20 CR-20 SBS-SA 247.5 Shield concrete Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-TA Structural OB Min. 0.25-inch SECUROCK Gypsum- OB (Optional) One or more SBS-SA, APP-SA, C-23 concrete None Min. 2-inch ACFoam II or H-Shield Classic Fiber Roof Board Classic SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -350.0 (FULL) (FULL) Structural Min. 1.5-inch ACFoam II, ACFoam III, Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, C-24 concrete ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Fiber Roof Board HA SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -350.0 Multi -Max FA3 ASPHALT AND/OR TORCH APPLIED SYSTEMS'= w"-= •,.,..- -,.• `. r"_ _ -�_ e n. - _ _ _ - - Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-25 concrete None Mina 2-inch ACFoam II or H-Shield D-IS Fiber Roof Board D IS BP AA BP -AA SBS-AA -225.0 Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-26 concrete None Min. 2-inch ACFoam II or H-Shield D-I5 Fiber Roof Board D-IS APP-TA APP-TA APP-TA -232.5 Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-27 None Min. 2-inch ACFoam II or H-Shield OB500 OB500 BP -AA SBS-AA 225.0 concrete Fiber Roof Board BP AA Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-28 concrete None Min. 2-inch ACFoam II or H-Shield OB500 Fiber Roof Board OB500 APP-TA APP TA APP-TA 232.5 Structural Min.0.25-inch SECUROCK Gypsum- (Optional) One or more C-29 concrete None Min. 2-inch ACFoam II or H-Shield M-OSFA Fiber Roof Board M-OSFA BP -AA BP -AA SBS-AA -225.0 Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-30 concrete None Min. 2-inch ACFoam II or H-Shield M-OSFA I Fiber Roof Board M-OSFA I APP-TA APP-TA APP-TA -232.5 Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 12 of 26 F)o \,I TRINITY I ERD TABLE'3A; STRUCTURAL CONCRETEDECKS- NEW CONSTRUCTION OR REROOF [TEA -OFF); SYSTEM TYPE A-1: BONDEWNSULATION, BONDED ROOF COVER', SEE NOTE 16 FOR VAPOR BARRIER OPn m System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck Primer Type Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 1.5-inch Ultra -Max or Multi -Max Structural FA-3, min.1.3-inch ACFoam III or min. Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-31 concrete None 1.0-inch ISO 95+GL, H-Shield, H-Shield CR-20 Fiber Roof Board CR-20 BP -AA BP -AA SBS-AA 225.0 CG or ENRGY 3 Min. 1.5-inch Ultra -Max or Multi -Max Structural FA-3, min.13-inch ACFoam III or min. Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C 32 concrete None 1.0-inch ISO 95+GL, H-Shield, H-Shield CR-20 Fiber Roof Board CR-20 APP-TA APP-TA APP-TA -232.5 CG or ENRGY 3 C-33 Structural None (Optional) Min. 2-inch ACFoam II or H- OB Classic Min. 0.25-inch SECUROCK Gypsum- OB Classic BP -AA (Optional) One or more SBS-AA -225.0 concrete Shield (FULL) Fiber Roof Board (FULL) BP AA Structural (Optional) Min. 2-inch ACFoam II or H- OB Min. 0.25-inch SECUROCK Gypsum- OB (Optional) One or more C-34 concrete None Shield Classic Fiber Roof Board Classic APP-TA APP TA APP-TA -232.5 (FULL) (FULL) Structural Min. 1.5-inch ACFoam II, ACFoam III, -Min. 0:25=inch SECUROCK Gypsum- (Optional) One or more C-35 concrete ASTM D41 ENRGY 3; H3hield,-H-Shield CG or HA Fiber Roof Board HA BP -AA BP -AA SBS-AA 225.0 Multi -Max FA3 Structural Min. 1.5-inch ACFoam II, ACFoam III, Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-36 concrete ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Fiber Roof Board HA APP-TA APP-TA APp-TA -232.5 Multi -Max FA3 (Optional if (Optional if using AA C-37 Structural ASTM D41 Min. 0.75-inch FescoBoard HA None N/A using AA Ply) Base) One or more BP- SBS-AA, SBS-TA, 277 5 concrete (homogeneous) One or more AA or APP-TA APP-TA BP -AA (Optional if Structural � Min. 1.5-inch ACFoam II, ACFoam III, using AA Ply) (Optional if using AA SBS-AA, SBS-TA, C-38 ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Min. 0.75-inch Fesco Board HA Base) One or more BP- -290.0 concrete Multi -Max FA3 One or more AA or APP-TA APP-TA BP AA (Optional if Structural Min. 0.5-inch Structodek High Density using AA Ply) (Optional if using AA SBS-AA, SBS-TA, C-39 ASTM D41 HA None N/A Base) One or more BP- -285.0 concrete Fiberboard Roof Insulation One or more AA or APP-TA APP-TA BP -AA Min. 1.5-inch ACFoam II, ACFoam III, (Optional if (Optional if using AA C-40 Structural ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Min. 0.5-inch Structodek High HA using AA Ply) Base) One or more BP- SBS-AA, SBS-TA, 480.0 concrete Density Fiberboard Roof Insulation One or more APP-TA Multi -Max FA3 BP AA AA or APP-TA Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report A42970.10.12-R2 for FL16027-112 Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 13 of 26 �l I RINITY I ERD ` ,TABLE 34: STRUCTURAL CONCRETE DECKS -NEW CONSTRUCTION oR'REROOF (TEAR -OFF) -` SYSTEM T1�PEA 1: BUNDEDINSULATIO 4,�BONDED ROOF COVER SEE NOTE:26 FOR•VAPOR BARRIER OPTIONS " - System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No Deck Primer Type Attach Type Attach Base Ply Ply Cap Ply (Psf) Structural Min. 1.5-inch ACFoam ACFoam III, (Optional ifII, using AA Ply) (Optional if using AA SBS-AA, SBS-TA, C-41 ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Min. 0.25-inch Dens Deck Prime HA One Base) One or more BP- APP-TA -480.0 concrete Multi -Max FA3 - or more AA or APP-TA - BP -AA (Optional if (Optional if using AA G42 Structural ASTM D41 Min. 0.25-inch Dens Deck Prime HA None N/A using AA Ply) Base) One or.more BP- SBS-AA, SBS-TA, -510.0 concrete One more AA or APP-TA APP-TA BP -AAA _,• .,TABLE36: STRUCTURAL CONCRETE DECKS -.-NEWCONSTRUCTION oil kER60F'(TEAR-OFF) --SYSTEM TYPE F NON INSULATED, BONDED BASE SHEET,.B4ONDED ROOF COVER w. _ w System No. Deck Primer Roof Cover (Note 15) MDP (Psf) Base Ply Ply Cap Ply C-43 Structural -concrete— ASTM-D41 —SBS-SA (Optional) SBS-SA or APP-TA SBS-SA, APP-SA, SBS-TA or APP-TA -315.0 C-44 Structural concrete I ASTM D41 I BP -AA (Optional if using asphalt applied Ply) (Optional if using asphalt applied Base) BP -AA or APP-TA SBS-AA, SBS-TA, APP-TA -622.5 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-112 for FL16027-RZ Certificate of Authorization k9503 - e EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modred Bitumen Roof Systems; (800) S16-1485 Appendix 1, Page 14 of 26 �I TRINITYIERD TABLE4A: LIGHTWEIGHT CONCRETE°DECKS=NEW CONSTRUCTION,OR'REROOF(TEAR-OFF} _ . SYSTEIVITYPE_A-1:BONDED INSULATION, BONDED ROOFCOVER ; - --- - -- �_ o _ _ System Deck Lightweight Base Insulation Layer Coverboard Roof Cover (Note 15) MDP Type Attach Type Attach Base Ply Ply Cap Ply No: (Note 1) Concrete (Note 14) (Psfl SELF -ADHERING .. . SYSTEMS WITH BASEINSULATIONANDOPTIONALTOP'INSULATIONOFTHE _ SAMEPE"', - - _ .. .-y _ _ .. .. _. _ .. _ _ Structural Min. 200 psi, min 2- (Optional) Additional (Optional) One or SBS-SA, APP- LWC-1 concrete inch Elastizell Min. 1.5-inch, min. 2.0 pd Insulfoam OB500 layers of base insulation OB500 SBS-SA more SBS-SA SA -120.0 Structural Min. 200 psi, min 2- Min. 1.5-inch ACFoam II, ENRGY 3, ISO 95+ GL (Optional) Additional (Optional) One or SBS-SA, APP- LWC-2 concrete inch Elastizell or H-Shield OB500 layers of base insulation OB500 SBS-SA more SBS-SA or SA, SBS-TA -225.0 APP-TA or APP-TA Structural Min. 200 psi, min. (Optional) Additional (Optional) One or SBS-SA, APP- LWC-3 concrete 2-inch Elastizell Min. 2.0 pcf Insulfoam CR-20 layers of base insulation CR-20 SBS-SA more SBS-SA SA -180.0 Structural Min. 200 psi, min. Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3, (Optional) Additional (Optional) One or SBS-SA, APP- LWC-4 concrete 2-inch Elastizell ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max CR-20 layers of base insulation CR-20 SBS-SA more SBS-SA or SA, SBS-TA =180.0 FA3 APP-TA or APP-TA Structural Min. 200 psi, min. (Optional) Additional (Optional) One or SBS-SA, APP- LWC-5 concrete Celcore or Min. 2.O pcf Insulfoam CR-20 layers of base insulation CR-20 SBS-SA more SBS-SA SA 222.5 MearI earlcrete - . 2 Min. Min. 200 psi, min. Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3, (Optional) One or SBS-SA, APP- 2-inch Celcore or _ISO 95+ GL, H=Shield, H-_Shield_CG,_Multi-Max- -CR-20- - layers of base insulation CR-20 SBS-SA more SBS-SA or SA, SBS-TA 222.5 concrete.__- FA3 APP-TA or APP-TA .�"SELFADHERINGSYSTEMSWrrH'gASEINSUWTION ANDICUVERBOARD: Structural Min. 200 psi, min 2- Min. 0.25-inch SECUROCK (Optional) One or SBS-SA, APP- LWC-7 concrete inch Elastizell Min. 1.5-inch, min. 2.0 pcf Insulfoam OB500 Gypsum -Fiber Roof Board OB500 SBS-SA more SBS-SA or SA, SBS-TA -120.0 APP-TA or APP-TA Structural Min. 200 psi, min 2- Min.1.5-inch ACFoam II, ENRGY 3, ISO 95+ GL Min. 0.25-inch SECUROCK (Optional) One or SBS-SA, APP- LWC-8 concrete inch Elastizell or H-Shield OB500 Gypsum -Fiber Roof Board OB500 SBS-SA more SBS-SA or SA, SBS-TA -225.0 APP-TA or APP-TA Structural Min. 200 psi, min. Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3, Min. 0.25-inch SECUROCK (Optional) One or SBS-SA, APP- LWC-9 concrete 2-inch Elastizell ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max CR-20 Gypsum -Fiber Roof Board CR-20 SBS-SA more SBS-SA or SA, SBS-TA -180.0 FA3 or min. 2.0 pcf Insulfoam APP-TA or APP-TA Structural Min. 200 psi, min. Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3, Min. 0.25-inch SECUROCK (Optional) One or SBS-SA, APP- LWC-10 concrete 2-inch Celcore or ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max CR-20 Gypsum -Fiber Roof Board CR-20 SBS-SA more SBS-SA or SA, SBS-TA -222.5 Mearlcrete FA3 or min. 2.0 pcf Insulfoam APP-TA or APP-TA -, ' ASPHALTAND/OR;TORCH A44JED.SYSTEMS:""^ (Optional) One or Structural Min. 200 psi, min 2- Min. 1.5-inch ACFoam II, ENRGY 3, ISO 95+ GL Min. 0.25-inch SECUROCK BP -AA, SBS-AA, SBS- LWC-11 concrete inch Elastizell or H-Shield OB500 Gypsum -Fiber Roof Board OB500 APP TA TA re BP -AA or APP- TA, APP-TA 225.0 Structural Min. 200 psi, min. Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3, Min. 0.25-inch SECUROCK BP -AA, (Optional) One or SBS-AA, SBS- LWC-12 concrete 2-inch Elastizell ISO 95+ H-Shield CG, Multi -Max CR-200 Gypsum-Fiber Roof Board CR-20 APP-TA more BP -AA or APP- TA, APP-TA 180.0 n. 2.Shield, FA3 or min. 2.0 pcf Insulfoam TA Exterior Research and Design, U.C. d/b/a Trinity(ERD Certificate of Authorization #9503 Prepared by: Robert Niemirien, PE-59166 e EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modred Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.30.12-R2 for FL16027-RZ Revision 2: 09/25/2017 Appendix 1, Page 15 of 26 (TRINITY I ERD °TABLE 4'A LIGHTWEIGHT CONCRETE'DECKS-NEW CONSTRUCTION 611 REROOF (TEAR -OFF)-` -� SYSTEM TYPE A-1; BONDED INSULATION,' BONDED ROOF COVER ` - - System Deck Lightweight Base Insulation Layer Coverboard Roof Cover (Note IS) MDP Type Attach Type Attach Base Ply Ply Cap Ply No. (Note 1) Concrete (Note 14) (psf) Structural Min. 200 psi, min. Min.1.5-inch ACFoam Il, ACFoam III, ENRGY 3, Min. 0.25-inch SECUROCK BP -AA, (Optional) One or SBS-AA, SBS- LWC-13 concrete 2-inch Celcore or ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max" CR-20 Gypsum -Fiber Roof Board CR-20 APP-TA more BP -AA or AP TA, APP-TA 222.5 Mearlcrete FA3 or min. 2.0 pcf Insulfoam TA a TABLE4B: LIGHTWEIGHT CONCRETE.DECKS"-NEW CONSTRUCTION ,oRREROOF(TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION,.BONDED ROOF COVER Lightweight Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) System Deck MDP Type Fasteners Attach 'Type Attach Type Attach Base Ply Ply Cap Ply No. (Note 1) Concrete (Note 14) (Psq Min.1.5-inch Min. 22 ga., 7-inch o.c. at (Optional) Min. Thermaroof Composite, (Optional if Type B, Min. 300 psi 4-inch lap and 1.5-inch Polytherm Composite or (Optional if using AA Base) LWC-14 vented steel Approved GAFGLAS OMG CR 7-inch o.c. in ACFoam II, H- HA min. 0.5-inch Structodek HA using AA Ply) One or more SBS-AA, SBS- -45.0 #75 BSF two, equally Shield, Multi- High Density Fiberboard TA, APP-TA at max. 5 ft cellular LWC spaced center -Max FA3 or Roof Insulation or min.- BP -AA BP -AA or APP- spans _ - - _ -- — ---- ----- — rows Polytherm 0.75-inch FescoBoard TA (homogeneous) Min. 22 ga., 7-inch o.c. at Min. 1.5-inch ` Type B, Min. 300 psi 4-inch lap andACFoam II, H- (Optional) One SBS-SA, APP- LWC-15 vented steel Approved G AFGLAS OMG CR 7-inch o.c. in Shield, Multi- HA None N/A SBS-SA or more SBS-SA SA, SBS-TA -45.0 #75 BSF two, equally at max. 5 ft cellular LWC spaced center Max FA3 or or APP-TA or APP-TA spans Polytherm rows Exterior Research and Design, I.I.C. d/b/a Trinity ( ERD 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 16 of 26 �! I RINITYIERD TABLE4C: UGHT1NEiGH1 CONCRETEDECKS="NEW CONSTRUCTION 0kAfR00P(TEAR-qFF) . ". SYSTEM TYPE,E .MECHANICALLY'ATTAGHED BASE SHEET, BONDED ROOF COVER' — — _ Base Sheet (Note A below) Roof Cover (Note 15) System Deck Lightweight Concrete (Note 14) MDP Type No. (Note 1) Fasteners Attach Base Ply Cap Ply (psf) (Note A) GENERIC' G _ ' --- - ,...._ " •-r ELLUTARLIQHTWEIGHTINSUL"i4G�CON@RErE: - Min. 300 psi, min. 2-inch thick cellular Min. 22 ga., type B steel LWC. Note: To qualify the LWIC under this 7-inch o.c. in a 3-inch lap and 7-inch o.c. in (Optional) LWC-16 at max 5 ft spans or assembly, an OMG CR BPFshag achieve B3 OMG CR BPF two, equally spaced, staggered rows in the One or more SBS-AA, APP- -45.0 structural concrete an average withdrawal of 53lbf when field of the sheet BP -AA TA tested per TAS 105 orANSI/SPRI FX-1 0ELCORE.CELWLAR"LIGHWE1GHi INSULATIN_GCONCflEiECti`, Min. 0.0179-inch Tensilform S-75 or min. Trufast FM-90 or 8-inch o.c. in a 3-inch lap and 16-inch o.c. in One or more LWC-17 0.0205-inch Tensilform Min. 200 psi, min. 2-inch thick Celcore Bl, 82, B3 or B7 two, equally spaced, staggered rows in the SBS-AA -37.5 75 at max. 5 ft spans or OMG CR BPF field of the sheet BP -AA structural concrete Min. 22 ga., type B steel Trufast FM-90 or 7-inch o.c. in a 3-inch lap and 7-inch o.c. in One or more LWC-18 at max 5 ft spans or Min. 200 psi, min. 2-inch thick Celcore Bl through B12 two, equally spaced, staggered rows in the SBS-AA -45.0 structural concrete OMG CR BPF -field-of_the sheet - -- BP AA Min. 26 ga.—, type-HF— B3, B2, B3, B4, 9-inch o.c. in a 3-inch lap and 9-inch o.c. in One or more LWC-19 steel at max 5 ft spans Min. 225 psi, min. 2-inch thick. Celcore MF B7, B8, B10, B11 OMG CR BPF two, equally spaced, staggered rows in the SBS-AA -45.0 or structural concrete or B12 field of the sheet BP Min. 22 ga., type B steel B1, B2, B3, B4, 7-inch o.c. in a 3-inch lap and 14-inch o.c. in LWC-20 at max 6 ft spans or Min. 225 psi, min. 2-inch thick Celcore MF 87, B8, B30, B11 OMG CR BPF two, equally spaced, staggered rows in the One or more SBS-AA -45.0 structural concrete or B12 field of the sheet BP AA Min. 22 ga., type B steel B3, B2, B3, B4, 9-inch o.c. in a 3-inch lap and 9-inch o.c. in LWC-21 at max 6 ft spans or Min. 225 psi, min. 2-inch thick Celcore MF B7, B8, B10, B11 OMG CR BPF two, equally spaced, staggered rows in the One or more SBS-AA -45.0 structural concrete or B12 field of the sheet BP Min. 22 ga., type B steel 9-inch o.c. in a 4-inch lap and 18-inch o.c. in One or more LWC-22 at max 5 ft spans or Min. 225 psi, min. 2-inch thick Celcore MF Bl or B2 Trufast Twin Loc- two, equally spaced, staggered rows in the BP -AA or APP- 5B5-AA, SBS- -45.0 structural concrete Nail field of the sheet TA TA or APP-TA Min. 22 ga., type B steel 9-inch o.c. in a 4-inch lap and 18-inch o.c. in One or more SBS-SA, APP- LWC-23 at max 5 ft spans or Min. 225 psi, min. 2-inch thick Celcore MF B2 (with poly- Trufast Twin Loc- two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -45.0 structural concrete film top surface) Nail field of the sheet APP-TA or APP-TA Min. 22 ga., type B steel 8-inch o.c. in a 4-inch lap and 8-inch o.c. in BP -AA or APP- SBS-AA, SBS- LWC-24 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Celcore MF B2 Trufast FM-90 three equally spaced, staggered center rows TA TA or APP-TA -60.0 structural concrete Min. 22 ga., type B steel 62 (with poly- 8-inch o.c. in a flinch lap and 8-inch o.c. in One or more SBS-SA, APP- LWC-25 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Celcore MF film top surface) Trufast FM-90 three equally spaced, staggered center rows SBS-SA or SA, SBS-TA -60.0 structural concrete APP-TA or APP-TA Exterior Research and Design, L-C. d/b/a Trinity[ ERD Evaluation Report A42970.30.12-112 for FL16027-R2 Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 17 of 26 \I TRINITY I ERD 'TABLE'4C: LIGHTWEIGHTCONCRETE.DECKS-NEVVCONSTRUCTIONdt'REROOF(TEAR-OFF) SYSTEM TYPE Ei -MECHANICALLY ATTACHEDBASESHEET,.BONDED ROOF COVER - Base Sheet (Note A below) Roof Cover (Note 15) System Deck Lightweight Concrete (Note 14) MDP Type No. (Note 1) Fasteners Attach Base Ply Cap Ply (Psi (Note A) Min. 22 ga., type B steel 7-inch o.c. in a 3-inch lap and 7-inch o.c. in LWC-26 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Celcore B1 through B12 Trufast FM-90 or two, equally spaced, staggered rows in the One or more SBS-AA -75.0 structural concrete OMG CR BPF field of the sheet BP AA Min. 22 ga., type B steel Polyglass 10-inch o.c. in a 4-inch lap and 104nch o.c. in (Optional) BP- SBS-AA, SBS- LWC-27 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Celcore MF Elastobase Poly Trufast FM-260 three equally spaced, staggered center rows AA or APP-TA TA, APP-TA -90.0 structural concrete %EIASTQELLCEILULARLIGHNIfEIGIff'lt&iATINGCONCREiE: _ , Min. 0.0179-inch Tensilform S-75 or min. Min. psi, min. 2-inch thick Elastizell Trufast FM-90 or 7.5-inch o.c. in a 3-inch lap and 7.5-inch o.c. One or more SBS-SBS- LWC-28 0.0205-inch Tensilform B3 through B12 in two, equally spaced, staggered rows in the BP -AA or APP- -30.0 75 at max. 5 ft spans or a 11 Range II OMG CR BPF field of the sheet TA TA or rA, APP-TA structural concrete Min. 0.0179-inch Tensilform S-75 or min. . Min. 200 psi, min. 2-inch thick Elastizell B2 (with poly- Trufast FM-90 or 7.5-inch o.c. in a 3-inch lap and 7.5-inch o.c. One or more SBS-SA, APP- LWC-29 0.0205-inch Tensilform in -two, -equally spaced; staggered rows in the SBS-SA or SA, SBS-TA -30.0 75 atmax. S.ftspans or -- Range II _ __- _ _ -- - -- —film-top surface)— OMG CR BPF field of the sheet APP-TA or APP-TA structural concrete Min. 22 ga., type B steel Min. 200 psi, min. 2-inch thick Elastizell Trufast FM-90 or 7-inch o.c. in a 3-inch lap and 7-inch o.c. in One or more SBS-AA, SBS- LWC-30 at max 5 ft spans or B1 through B12 two, equally spaced, staggered rows in the BP -AA or APP- -45.0 structural concrete Range II OMG CR BPF field of the sheet TA TA or APP-TA Min. 22 ga., type B steel Min. 200 psi, min. 2-inch thick Elastizell B2 (with poly- Trufast FM-90 or 7-inch o.c. in a 3-inch lap and 7-inch o.c. in One or more SBS-SA, APP- LWC-31 at max 5 ft spans or two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -45.0 structural concrete Range 11 film top surface) OMG CR BPF field of the sheet APP-TA or APP-TA Min. 22 ga., type B steel Min. 350 psi, min. 2-inch thick Elastizell Trufast Twin Loc- 6-inch o.c. in a 4-inch lap and 6-inch o.c. in SBS-AA, SBS- LWC-32 at max 5 ft spans or with Zell -Crete Fibers, supple -mentally B2 Nails (min.1.8- three, equally spaced, staggered rows in the One more TA, SBS-or -60.0 structural concrete attached with Roofgrip #21 and 3-inch inch) field of the sheet BP -AAA APP-TA or plates at 1 per 8 ft2 APP-SA Min. 22 ga., type B steel Min. 350 psi, min. 2-inch thick Elastizell Trufast Twin Loc- 6-inch o.c. in a 4-inch lap and 6-inch o.c. in SBS-SA, APP- LWC-33 at max 5 ft spans or with Zell -Crete Fibers, supple -mentally B2 (with poly- Nails (min. 1.8- three, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -60.0 structural concrete attached with Roofgrip #21 and 3-inch film top surface) inch) field of the sheet APP TA or APP-TA plates at 1 per 8 ft2 EARICREfECELLUTAR`LIGHiWEtGHi 1NSUlATiNG s CONCRETE Min. 24 ga., type B steel Trufast FM-90 or 7.5-inch o.c. in a 3-inch lap and 10-inch o.c. One or more LWC-34 at max 5 ft ;pans or Min. 200 psi, min. 2-inch thick Mearlcrete I B3 through B12 in two, equally spaced, staggered rows in the SBS-AA 30.0 structural concrete OMG CR BPF field of the sheet BP Exterior Research and Design, U.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL160Z7-RZ Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modred Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 18 of 26 Q"TRI'NITYIERD 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 IA-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 113 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6 1E-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7 lE-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 8 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 9 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation; Mech. Attached Base Sheet, Bonded Roof Cover 10 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 11-14 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 14 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 15-16 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 16 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 17-19 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 20 5B CWF _ - -- -- New,-Reroof-(Tear-Off) or Recover A Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 21 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22 SD CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 22 5E 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 25-26 713 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 nu rate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 150.5.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report A42970.10.12-R2 for FL16027-112 Certificate of Authorization N9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 1 of 26 F)o V TRINITY IERD Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the.structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ HA (HA): Full coverage at 25-30 Ibs/square. ➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ➢ OMG OlyBond 500 (O13500): 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 nu rate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: ➢ Millennium One Step. Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) ➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) ➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GL) ➢. OMG OlyBond 500 (O13500)_ __ ___ _ MDP--315:0-psf (Min. 0.5-inch thick ENRGY 3) ➢ OMG OlyBond 500 (0B500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II) ➢ ICP Adhesive & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 8. Bonded'polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation; the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carrythe 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 AN51/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 ( ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modred Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 2 of 26 \,I TRINITY I ERD 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. TABLE 1: TR1-BUILT ROOF COVERS 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 Cap Ply TriBuilt SBS Granular Torch -Applied (SBS, Torch -Applied) SBS-SA Base Ply TriBuilt SA SBS Base Self -Adhering Cap Ply TriBuilt SA SBS Cap (SBS, Self -Adhering) APP-TA Base Ply or Ply ThBuilt 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: VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; ADHERED INSULATION PER TABLE 3A ' Option # Primer Barrier Insulation Adhesive MDP (psf) TypeVapor 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 TdBuilt 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 D.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, U.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL36027-112 Certificate of Authorization #9503 67H EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modred Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26 rTRINITYIERD TABLE 1A-1: WOOD DECKS- NEW CONSTRUCTION OR REROOF (TE4R-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER .` System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 0.25-inch Dens 8-inch o.c. in 4- Deck, Dens Deck Prime, Polyglass G2 Base, 32 ga., 1-5/8- inch lap and 8- .(Optional) FBC SECUROCK Gypsum - Min. 19/32- CertainTeed Glasbase, inch diameter inch o.c. in Approved, Fiber Roof Board, Min. SBS-AA, W 1 inch plywood Firestone MB Base, JM tin caps with 11 three, equally ASTM C1289, HA 0.75-inch FescoBoard HA BP -AA (Optional) SBS-TA, -60.0 at max. 24- Perma-Ply 28, Tamko a. annular ring g g spaced, p a II of iso-(homogeneous).or y min. BP -AA APP-TA inch spans Glass Base or shank nails staggered cya nurate ya 0.5-inch Structodek GAFGLAS #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 SECU ROCK Gypsum- HA SBS-SA more SBS- SBS-TA or -60.0 inch spans Glass Base or ga. annular ring spaced, type II polyiso- Fiber Roof Board SA or APP-TA shank nails staggered cyanurate APP-TA GAFGLAS #75 center rows---- _6=incfi 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, W-3 inch plywood or Polyglass tin caps with 12 four, equally H-Shield, H- OSFA, atop Deck, Dens Deck Prime OB500, BP -AA (Optional) SBS-TA, 60.0 « at max. 24- Elastobase Poly ga. annular ring spaced, Shield CG, fastener or SECUROCK Gypsum- CR-20 or BP -AA APP-TA inch spans shank nails staggered Multi -Max FA3 rows, 7-inch Fiber Roof Board M-OSFA center rows orENRGY-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 ll, 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 at max. 24 or Polyglass tin caps with 12 four, equally Shield CG, fastener layers of base insulation CR-20 or SBS-SA more SBS- SBS-TA or -60.0' inch spans Elastobase Poly ga. annular ring spaced, Multi -Max FA3 rows, 7-inch M-OSFA SA or APP-TA shank nails staggered or ENRGY-3 oc APP TA center rows Exterior Research and Design, U.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 A42970.30.12-R2 for FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 4 of 26 \,�TRINITYIERD TABLE IA=2: WOOD DECKS- NEW CONSTRUCTION, REROOF (TeAR'OFF)`oR'RECOVER $YSTEMTYPEA=2: MECHANICALLYATTACHEDANCHOR-SHEET,BONDED;INSULATION,BONDED ROOFCOVER ' System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 0.25-inch Dens Deck, Polyglass 12-inch o.c. in 4- (Optional) FBC Dens Deck Prime, SECUROCK Min. 19/32- Elastobase or OMG Flat inch lap and 12- Approved, Gypsum -Fiber Roof Board, W-5 inch plywood Polyglass Bottom Plates inch o.c. in two, ASTM C1289, HA Min. 0.75-inch FescoBoard HA BP -AA (Optional) SBS-AA, SBS- -60.0 max. Elastobase (square) with equally spaced, type II polyiso- (homogeneous) or min. 0.5- BP -AA TA, APP-TA in inch spannss Poly Roofgrip q12 staggered center ryanurate inch Structodek High Density rows Fiberboard Roof Insulation Polyglass 12-inch o.c. in 4- (Optional) FBC (Optional) Min.19/32- Elastobase or OMG Flat inch lap and 12- Approved, Min. 0.25-inch Dens Deck, One or SBS-SA, APP- W-6 inch plywood Polyglass Bottom Plates inch o.c. in two, ASTM C1289, HA Dens Deck Prime, SECUROCK HA SBS-SA more SBS- SA, SBS-TA -60.0 at max. 24 Elastobase (square) with equally spaced, a II of lso- P y Gypsum -Fiber Roof Board YP SA or APP- or APP-TA inch spans Poly Roofgrip #12 staggered center cya nurate ya TA rows .TABLE IB:-WOOD_ DECKS- NEW CONSTRUCTION,11EROOF(TEAR-OFF).oRRECOVER ~- SYSTEM TYPE B. MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP I NSULATION,,BON DED ROOF COVER -• System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note 1) (psf) Type Fasteners Attach Type Attach Base Ply Ply Cap Ply Min.19/32-inch Min. 1.5-inch Dekfast Hex with Min.0.75-inch FescoBoard (Optional if (Optional if using W-7 plywood at max. 24-inch ENRGY 3, H-Shield Dekfast #12 or TruFast 1 per z (homogeneous) or min. 0.5-inch using AA Ply) AA Base) One or BP SBS-AA, SBS-TA, APP-TA -60.0 spans or Polytherm MP-3 with TruFast DP 1.33 ft StruHA odek High Density Fiberboard BP AA more -AA or Roof Roof Insulation APP-TA Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FU6027-RZ Certificate of Authorization #9503 6EDITION (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 ,l I RINITYIERD —TABLE IC:' WOOD DECKS— NEW CONSTRUCTION,, REROOF (TEAR=OEF) oe RECOVER = . = SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED_ ROOF COVER -" ` System Base Insulation To Insulation Layer P Y Roof Cover Note 15 ( ) MOP No. Deck (Note 1) Layer (Psf) Type Fasteners Attach Base Ply Ply Cap Ply Min. 19/32-inch (Optional) Min. 0.5-inch Structodek High Density Dekfast Galvalume (Optional if (Optional if using AA W-8 plywood at max. One more layers, Fiberboard Roof Insulation or min. 0.25- Steel Hex with 1 p .33 using AA Ply) Base) One or more BP -AA SBS-AA, SBS-TA, APP- -82 5 24-inch spans any combination, inch Dens Deck, Dens Deck Prime or Dekfast #12 DP t2 BP -AA or APP-TA TA loose laid SECU ROCK Gypsum -Fiber Roof Board Dekfast Galvalume W-9 Min.19/32-inch at max. (Optional) One or more layers, Min. 1.5-inch ENRGY 3, H-Shield or Steel Hex with Dekfast #12 DP or 1 perl .33 SBS-SA (Optional) One or more SBS-SA, APP-SA, SBS- 82 5 plywood 24-inch spans any combination, Polytherm TruFast MP-3 with ft SBS-SA or APP-TA TA or APP-TA loose laid TruFast DP TABLE 11)o- WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE Dr'PRELIMINARILYATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Insulation Layer(s) Base Sheet Roof Cover (Note 1S) MDP No. Deck (Note 1) Type Attach Base Fasteners Attach Base Ply Cap Ply (Psi Polyglass Elastobase,-Polyglass --- -OMG Flat Bottom Plates Min: 19/327inch— - Elastobase Poly, Polyglass G2 Base, (square) with Roofgrip 12-inch o:c. in flinch lap and 12- (Optional) One SBS-AA, W-10 plywood at max. One or more layers, Prelim. CertainTeed Glasbase, Firestone MB #14, Dekfast Hex with inch o.c. in two, equally spaced, or more BP -AA SBS-TA, -52.5 24-inch spans any combination Attached Base, JM Perma-Ply 28, Tamko Glass Dekfast #14 or TruFast staggered center rows or APP-TA APP-TA Base or GAFGLAS #75 MP-3 with TruFast HD Min. 19/32-inch One or more layers, Prelim. Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast 12-inch o.c. in 4-inch la P 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 twoequally aced, q y spaced, , astaggered or more BP -AA SBS-TA, -60.0 24-inch spans center rows or APP-TA APP-TA One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates 12-inch o.c. in 4-inch lap P 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, U.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-112 Certificate of Authorization #9503 67H EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 51671485 Appendix 1, Page 6 of 26 �I I RINI7Y J ERD TABLE 1E-1: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 1) (Psf) Base Fasteners Attach Base Ply Cap Ply W-14 Min. 15/32-inch plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 18-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS-TA -45.0' inch spans equally spaced, staggered center rows APP-TA or APP-TA W-15 Min. 15/32-inch plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 9-inch o.c. at 2-inch la and 12-frith o.c. in two, P (Optional) BP -AA or SBS-AA, SBS-TA -52.5 inch spans equally spaced, staggered center rows APP-TA or APP-TA Min. 19/32-inch Polyglass Elastobase, Polyglass Elastobase (Optional) One or 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 Ply 28, Tamko Glass Base or GAFGLAS #75 APP-TA 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. to three, (Optional) One or SBS-SA, APP- W-17 plywood at max. Elastobase Polywith of to surface poly P with 11 a. annular ring shank nails g g equally spaced, staggered center rows q y P gg more SBS-SA or SA, SBS-TA or -60.0 24-inch spans APP-TA APP-TA W-18 Min. 15/32-inch plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 6-inch o.c. at 2-inch la and 6-inch o.c. in two, P (Optional) BP -AA or SBS-TA -90.0 inch spans equally spaced, staggered center rows APP-TA or APP, or APP-TA 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 Polywith of to surface poly p with 11 a. annular ring shank nails. g g equally spaced, staggered center rows q y P gg more SBS-SA or SA, SBS-TA or 97.5 24-inch spans APP-TA APP-TA W-20 Min. 15/32-inch plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-inch o.c. in three, (Optional) BP -AA or SBS-AA, SBS-TA -105.0 inch spans equally spaced, staggered center rows APP-TA or APP-TA 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 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- W-22 plywood at max. Elastobase Polywith of to surface p y p Note: Tin caps are to be rimed with P P equally spaced, staggered center rows q Y P gg more APP-TA SA, SBS-TA or -112.5 24-inch spans ASTM D41 primer. APP-TA Exterior Research and Design, L-C. d/b/a Trinity[ERD Evaluation Report A42970.30.12-R2 for FL36027-112 Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modred Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 7 of 26 -I TRINITY I ERD TABLE 1E-2:-WOOD DECKS— NEW CONSTRUCTION; REROOF (TEEAR-OFF) oR RECDVER- SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER'. System ' Base Sheet Roof Cover (Note 1S) MDP No. Deck (Note 1) 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 Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast #14 or TruFast MP- 12-inch o.c. in 4-inch lap and 12-inch One or more SBS- SBS-SA, APP- W-2 plywood at max. Elastobase Poly with poly top surface 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 Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch (Optional) One or SBS-AA, SBS- W-3 plywood at max. Elastobase Poly Roofgrip #12 o.c. in two, equally spaced, staggered more BP -AA or TA, APP-TA -60.0 24-inch spans center rows APP-TA Min. 19/32-inch Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch One or more SBS- SBS-SA, APP- W-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 ' -=TABLE .IF: -WOOD DECKS= NEW CONSTRUCTION oR REROOF (TEAR -OFF) ` :,SYSTEM TYPE F: NON -INSULATED,, BONDED -ROOF COVER System Roof Cover (Note 15) MDP No. Deck Primer (Psf) Joint Treatment Base Ply Ply Cap Ply W 5 Min.15/32-inch plywood (Optional) ASTM D41 None SBS-SA (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA 90.0 at max. 24-inch spans APP-TA or APP-TA 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'S Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.30.12-112 for FL16027-RZ Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 8 of 26 \\,l TRINITY I ERD TABLE 2A:STEEL OR STRUCTURALCONCRETE DECKS" NEW CONSTRUCTION;.REROOF'(TEAR-OFF) OR RECOVER SYSTEM TYPE B 'MECHANICALLYATTACHEDBASE INSULATIONBONDEDTOPINSULATION;BONDED ROOF COVER`-' System Base Insulation Layer Top Insulation Layer Roof Cover (Note 25) 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 1 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 OMG 3-inch Galy Plate per Structodek High Density AA Ply) BP -AA more BP -AA or TA, APP-TA structrual concrete Polytherm with OMD HD Fiberboard Roof Insulation APP-TA Min. 22 ga., type B, Min. 2-inch Dekfast Hex with Min. 0.75-inch FescoBoard (Optional if using Grade 33 steel or ACFoam II, ENRGY Dekfast #14, Trufast z (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 MP-3 with Trufast HD or 1 per 4 ft Structodek High Density AA Ply) BP -AA more BP -AA or TA, APP-TA -45'0' structrual concrete Polytherm OMG 3-inch Galv Plate Fiberboard Roof Insulation APP-TA with OMD HD Min. 22 ga., type B, Min. 1.5-inch Dekfast Hex with Min. 0.75-inch FescoBoard (Optional if using Grade 33 steel or 1 per 1.33 (homogeneous) or min. 0.5-inch HA (Optional if using AA Base) One or SBS-AA, SBS- -90.0 SC-3. min. 2,500 psi ENRGY 3, H-Shield Dekfast #14 or TruFast ft2 Structodek High Density AA Ply) BP -AA more BP -AA or TA, APP-TA structrual concrete or Polytherm MP-3 with TruFast HD Fiberboard Roof Insulation APP-TA . Min. 22 ga., type B, Grade 33 steel or Min. 1.5-inch Dekfast Hex with -1-per- .33 Min. 0.75-inch FescoBoard _ _ ---- ---- - -(homogeneous) or min. 0.5-inch _- BP -AA (Top surface One or more SBS-SA, APP- SC 4. ENRGY 3, H=Shield- -Dekfast #14 or'TPuFast ft High Density HA primed with ASTM layers, SBS-SA or SA, SBS-TA -90.0 min. 2,500_on or Polytherm MP-3 with TruFast HD D41 primer) APP-TA or APP-TA structrual concrete Fiberboard Roof Insulation FiberStructodekand TABLE 26: STEEL,OR STRUCTURAL CONCRETE DECKS -NEW CONSTRUCTION, REROOF"(TEnR-OFE) ottRECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDEDROOF COVER. ' ' System Base Insulation Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note 1) Layer (Psf) Type Fasteners Attach Base Ply Ply Cap Ply Min. 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 ft, BP -AA AA or APP-TA TA, APP-TA structrual concrete laid Min. 0.5-inch Structodek High Min. 22 ga., type B, One or more layers, Density Fiberboard Roof Dekfast Galvalume Steel Hex with (Optional if (Optional if using AA SC-6. Grade 33 steel or any combination, Insulation or min. 0.25-inch Dens Dekfast #12 (steel only) or #14 or 1 per 1.33 using AA Ply) Base) One or more BP- SBS-AA, SBS- -82'5 min. 2,500 psi loose laid Deck, Dens Deck Prime or TruFast MP-3 with TruFast DP ft2 BP -AA AA or APP-TA TA, APP-TA structrual concrete SECU ROCK Gypsum -Fiber Roof (steel only) or HD Board Min. 22 ga., type B, (Optional) Dekfast Galvalume Steel Hex with SBS-AA, SBS- Grade 33 steel or One or more layers, Min. 1.5-inch ENRGY 3, H-Shield Dekfast #12 (steel only) or #14 or 1 per 1.33 SBS-SA (Optional) One or more TA, SBS-SA, 82 5 SC-7. min. 2,500 psi any combination, or Polytherm TruFast MP-3 with TruFast DP ft2 SBS-SA or APP-TA APP-TA, APP- structrual concrete loose laid (steel only) or HD SA Exterior Research and Design, U.C. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 e EDITION (2017) FBC NON-HVHZ EVALUATION - TRI-BUILT Modred Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for F1.16027-112 Revision 2: 09/25/2017 Appendix 1, Page 9 of 26 Q�TRINITYJERD TABLE 2C: STEEL OR STRUCTURAL CONCRETE DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER, - SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER - NOTE: INSULATION IS OPTIONAL FOR, RECOVER APPLICATIONS System Insulation Layer(s) Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 1) Type Attach Base Fasteners Attach Base Ply Cap Ply (Psf) Min. 22 ga., type B, One or more Polyglass Elastobase, Polyglass OMG Flat Bottom Plates (square) 12-inch o.c. in 4-inch lap (Optional) One or SC-8. Grade 33 steel or min. layersany Prelim. Elastobase Poly or JM Perma- with Roofgrip #14, Dekfast Hex and 18-inch o.c. in two, more BP -AA or APP- SBS-AA, SBS- 45.0 * 2,500 psi structrual Attached with Dekfast #14 or TruFast MP-3 equally spaced, staggered TA TA, APP-TA concrete combination Ply 28 with TruFast HD center rows Polyglass Elastobase, Polyglass Min. 22 ga., type B, Elastobase Poly, Polyglass G2 OMG Flat Bottom Plates (square) 12-inch o.c. in 4-inch lap (Optional) One or SC-9. Grade 33 steel or min. One or more layers, any Prelim. Base, CertainTeed Glasbase, with Roofgrip #14, Dekfast Hex and 12-inch o.c. in two, more BP -AA or APP- SBS-AA, SBS- -52.5 2,500 psi structrual Attached Firestone MB Base, JM Perma- with Dekfast #14 or TruFast MP-3 equally spaced, staggered TA TA, APP-TA concrete combination Ply 28, Tamko Glass Base or with TruFast HD center rows GAFGLAS #75 Min. 22 ga., type B, One or more Polyglass Elastobase or OMG Flat Bottom Plates (square) 12-inch o.c. in 4-inch lap SBS-SA, APP- SC-30. Grade 33 steel or min. layers, any Prelim. Polyglass Elastobase Poly with with Roofgrip #14, Dekfast Hex and 12-inch o.c. in two, One or more SBS-SA SA, 565-TA -52.5 2,500 psi structrual combination Attached poly top surface with Dekfast #14 or TruFast MP-3 equally spaced, staggered or APP-TA concrete with TruFast HD center rows. _ - Min. 22 ga., type B, One or more— — OMG Flat Bottom Plates (square) 12-inch o.c. in 4-inch lap (Optional) One or SC-11. Grade 33 steel -or --min— layersany Prelim. Polyglass Elastobase or with Roofgrip #12 (steel only) or and 12-inch o.c. in two, more BP -AA or APP- SBS-AA, SBS- 60.0 2,S00 psi structrual Attached Polyglass Elastobase Poly equally spaced, staggered TA TA, APP-TA concrete combination #14 center rows Min. 22 ga., type B, One or more Polyglass Elastobase or OMG Flat Bottom Plates (square)SBS-SA, 12-inch o.c. in 4-inch lap APP- SC-12. Grade 33 steel or min. layers, any Prelim. Polyglass Elastobase Poly with with Roofgrip #12 (steel only) or and 12-inch o.c. in two, One or more SBS-SA SA, SBS-TA -60.0' 2,500 psi structrual combination Attached poly top surface #14 equally spaced, staggered or APP-TA concrete center rows Min. 22 ga., type B, One or more SC-13. Grade 80 steel or min. layers, any Prelim. TriBuilt APP Smooth Dekfast isofast IF-2.375-AT Plates 12-inch o.c. in the 5-inch (Optional) APP-TA SBS-TA, APP- -82.5 2,500 psi structrual Attached with Dekfast #15 HS wide, heat -welded side lap TA concrete combination Min. 22 ga., type B, One or more SC-14. Grade 80 steel or min. layersany Prelim. TriBuilt APP Smooth Trufast 2.4 in. Barbed Seam 12-inch o.c. in the 6-inch (Optional) APP-TA SBS-TA, APP- 82.5 2,500 psi structrual Attached Plates with Trufast EHD Fasteners wide, heat -welded side lap TA concrete combination Min. 22 ga., type B, One or more Dekfast Hex with Dekfast #14 or 12-inch o.c. in the 4-inch SC-15. Grade 33 steel or min. layers, any Prelim. TriBuilt APP Smooth OMG Flat Bottom Plates with lap and 18-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS- -112.5 2,500 psi structrual combination Attached OMG Roofgrip #14 equally spaced, staggered APP-TA TA, APP-TA concrete center rows Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modred Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 10 of 26 � 1 TRINITY JERD TABLE 3Aa STRUCTURAL CONCRETE.DE&S= NEW CONSTRUCTION 6RREROOF'(TEAR-OFF) SYSTEM TYPE A-1 BONDED INSULATION,BONDED ROOF COVER. SEE NOTE-16 FOR VAPOR BARRIER;OPTIONS System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck Primer Type Attach Type Attach Base Ply Ply Cap Ply (Psf) .,5E6FADHERING,SYSTEMSWRH BASE INSULATION AND OPTIONAL TOP,INSULATION OFTHE SAME TYPE, r , ,-_;, �° ,„:•-- .`, w ,-,_�, - _ �, _ - Structural (Optional) Min.1.5-inch H-Shield or Multi -Max (Optional) additional layers(s) of D-IS SBS-SA (Optional) One or more SBS-SA, APP-SA, 67.5 C-1 concrete ASTM D41 FA3 D-IS base insulation SBS-SA or APP-TA SBS-TA or APP-TA Structural (Optional) (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C-2 concrete ASTM D41 Min. 1.5-inch ACFoam II or ENRGY 3 D-IS base insulation D-IS SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA 135.0 C-3 Structural None Min. 1.5-inch, min. 1.5 pcf Insulfoam D-IS (Optional) additional layers of base D-IS SBS-SA (Optional) One or more SBS-SA, APP-SA, -157.5 concrete insulation SBS-SA or APP-TA SBS-TA or APP-TA Structural (Optional) additional layers of base (Optional) One or more SBS-SA, APP-SA, C-4 concrete None Min. 1.5-inch, min. 2.0 pcf Insulfoam OB500 insulation OB500 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA 120.0 C-5 Structural None Min. 1.5-inch ENRGY 3 OB500 (Optional) additional layers(s) of OB500 SBS-SA (Optional) One or more SBS-SA, APP-SA, 127.5 concrete base insulation SBS-SA or APP-TA SBS-TA or APP-TA C-6 Structural None Min. 1.5-inch ACFoam II or H-Shield OB500 (Optional) additional layers(s) of OB500 SBS-SA (Optional) One or more SBS-SA, APP-SA, 150.0 concrete base insulation SBS-SA or APP-TA SBS-TA or APP-TA Structural Min. 1.5-inch ACFoam II, ENRGY-3, H- - NI-05FA -(Optional) additional-layers(s) of M-OSFA SBS-SA (Optional) One or more SBS-SA, APP-SA, 232.5 C-7 concrete— None -Shield-or Multi -Max FA3 base insulation SBS-SA or APP-TA SBS-TA or APP-TA C-8 Structural None Min. 1.5-inch, min. 2.0 pcf Insulfoam CR-20 (Optional) additional layers of base CR-20 SBS-SA (Optional) One or more SBS-SA, APP-SA, -240.0 concrete insulation SBS-SA or APP-TA SBS-TA or APP-TA Structural Min. 1.5-inch ACFoam II, ACFoam III, (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C-9 concrete None ENRGY 3, Shield, H-Shield CG ,Multi- CR-20 base insulation CR-20 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -270.0 r Max FA3 or ISO 95+ GL C-10 Structural None Min. 2-inch ACFoam II or H-Shield OB Classic (Optional) additional layers(s) of OB Classic SBS-SA (Optional) One or more SBS-SA, APP-SA, -270.0 concrete (FULL) base insulation (FULL) SBS-SA or APP-TA SBS-TA or APP-TA Structural Min. 1.5-inch ACFoam II, ACFoam III, (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C-11 concrete ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA base insulation HA SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -480.0 Multi -Max FA3 ��SEIF�ADHERING SYSTEMS WITH BASE INSULATION AND COVERBOARD.;� "S ._Nd ..,,.b.,.. .....,_ .. C-12 Structural None Min. 1.5-inch Multi -Max FA3 DAS Min. 0.25-inch SECUROCK Gypsum- D-IS SBS-SA (Optional) One or more SBS-SA, APP-SA, -67.5 concrete Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-TA Structural Min. 0.25-inch Dens Deck, Dens (Optional) One or more SBS-SA, APP-SA, C-13 concrete None Min. 1.5-inch, min. 2.0 pcf Insulfoam D-IS Deck Prime D-IS SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA 120.0 Structural Min. 2-inch ACFoam II, ENRGY-3 or H- D IS Min. 0.25-inch SECUROCK Gypsum- D-IS SBS-SA (Optional) One or more SBS-SA, APP-SA, 247 5 C-14 concrete None Shield Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-TA C-15 Structural None Min. 1.5-inch ENRGY 3 OB500 Min. 0.25-inch Dens Deck, Dens OB500 SBS-SA (Optional) One or more SBS-SA, APP-SA, -127.5 concrete Deck Prime SBS-SA or APP-TA SBS-TA or APP-TA Exterior Research and Design, U.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modred Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 11 of 26 ,l TRINITY I ERD TABLE 3A: STRUCTURAL CONCRETE DECKS- NEW, CONSTRUCTION 613 REROOF (TEAR -OFF) - ' SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER FOR SEE NOTE 16 R VAPOR BARRIER OPTIONS System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck Primer Type Attach Type Attach Base Ply . Ply Cap Ply (Psf) Structural Min. 1.5-inch ACFoam II, H-Shield or Min. 0.25-inch Dens Deck, Dens (Optional) One or more SBS-SA, APP-SA, C-16 concrete None ISO 95+GL OB500 Deck Prime OB500 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -150.0 Structural Min. 2-inch ACFoam li, ENRGY-3 or H- Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, C-17 concrete None Shield OB500 Fiber Roof Board OB500 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -247.5 Structural Min. 1.5-inch ACFoam II, ENRGY 3, H- Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, C-18 concrete None Shield or Multi -Max FA3 M-OSFA Fiber Roof Board' M-OSFA SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA 232.5 Structural Min. 2-inch ACFoam II, ENRGY-3 or H- Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, C-19 concrete None Shield M-OSFA Fiber Roof Board M-OSFA SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -247.5 C-20 Structural None Min. 1.5-inch, min. 2.0 pcf Insulfoam CR-20 Min.0.25-inch Dens Deck, Dens CR-20 . SBS-SA (Optional) One or more SBS-SA, APP-SA, 240.0 concrete Deck Prime SBS-SA or APP-TA SBS-TA or APP-TA Min. 1.5-inch Ultra -Max or Multi -Max Structural FA-3, min. 1.3-inch ACFoam III or min. CR-20 Min. 0.25-inch SECUROCK Gypsum- CR-20 SBS-SA (Optional) One or more SBS-SA, APP-SA, 240.0 C-21 concrete None 1.0-inch ISO 95+GL, H-Shield, H-Shield Fiber Roof Board SBS-SA or APP-TA SBS-TA orAPP-TA CG or ENRGY 3 _ -- - - - - "-- Structural -None ACFoam il,-ENRGY-3 or H- Min. 0.25-inch SECUROCK Gypsum- CR-20 SBS-SA (Optional) One or more SBS-SA, APP-SA, C-22 concrete None Shield CR-20 Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-TA -247.5 Structural OB Min. 0.25-inch SECUROCK Gypsum- OB (Optional) One or more SBS-SA, APP-SA, C-23 concrete None Min. 2-inch ACFoam II or H-Shield Classic Fiber Roof Board Classic SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -350.0 (FULL) (FULL) Structural Min. 1.5-inch ACFoam II, ACFoam III, Min. 0 inch SECUROCK Gypsum- (Optional) One more SBS-SA, APP-SA, C 24 concrete ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Fiber RoofoofBoard HA SBS-SA SBS-SA or APP-TA . SBS-TA or APP-TA -350.0 Multi -Max FA3 FASPHALTAND/ORTORCHAPPUtD-SYST,EMS: Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-25 None Min. 2-inch ACFoam II or H-Shield D-IS D IS BP AA SBS-AA -225.0 concrete Fiber Roof Board BP -AA Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-26" None Min. 2-inch ACFoam II or H-Shield D-IS D-IS APP-TA APP-TA -232.5 concrete Fiber Roof Board APP-TA Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-27 None Min. 2-inch ACFoam II or H-Shield 08500 OB500 BP -AA SBS-AA -225.0 concrete Fiber Roof Board BP AA Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-28 None Min. 2-inch ACFoam II or H-Shield OB500 OB500 APP-TA APP-TA 232.5 concrete Fiber Roof Board APP TA Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-29 None Min. 2-inch ACFoam II or H-Shield M-OSFA M-OSFA BP -AA BP AA SBS-AA -225.0 concrete Fiber Roof Board Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-30 None Min. 2-inch ACFoam II or H-Shield M-OSFA Fiber Roof Board M-OSFA APP-TA APP-TA APP-TA 232.5 concrete Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 CH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 12 of 26 NTINITYIERD TABLE 3A: STRUCTURAL CONCRETE DECKS— NEW CONSTRUCTION OR REROOF{TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER - - SEE NOTE.16 FOR VAPOR BARRIER OPTIONS •. . - System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck Primer Type Attach Type Attach Base Ply Ply Cap Ply (psf) Min.1.5-inch Ultra -Max or Multi -Max C-31 Structural None FA-3, min. 1.3-inch ACFoam III or min. CR-20 Min. 0.25-inch SECUROCK Gypsum- CR-20 BP -AA (Optional) One or more SBS-AA -225.0 concrete 1.0-inch ISO 95+GL, H-Shield, H-Shield Fiber Roof Board BP AA CG or ENRGY 3 Min. 1.5-inch Ultra -Max or Multi -Max C-32 Structural None FA-3, min. 1.3-inch ACFoam III or min. CR-20 Min..0.25-inch SECUROCK Gypsum- CR-20 APP-TA (Optional) One or more APP-TA 232.5 concrete 1.0-inch ISO 95+GL, H-Shield, H-Shield Fiber Roof Board APP-TA CG or ENRGY 3 Structural None (Optional) Min. 2-inch ACFoam II or H- Olassic Min. 0.25-inch SECUROCK Gypsum- Olassic BP -AA (Optional) One or more SBS-AA 225.0 C-33 concrete Shield (FULL) . Fiber Roof Board (FULL) BP AA Structural None (Optional) Min. 2-inch ACFoam II or H- OB Classic Min.0.25-inch SECUROCK Gypsum- OB Classic APP-TA (Optional) One or more APP-TA -232.5 C-34 concrete Shield (FULL) Fiber Roof Board - (FULL)- ---- APP-TA Structural — -ASTM Min. 1.5-inch ACFoam-II; ACFoam III, — Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-35 concrete D41 ENRGY 3, H-Shield, H-Shield CG or HA Fiber Roof Board HA BP AA BP -AA SBS-AA 225.0 Multi -Max FA3. Structural Min. 1.5-inch ACFoam ll, ACFoam III, Min.0.25-inch SECUROCK Gypsum- (Optional) One or more C-36 concrete ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Fiber Roof Board HA APP-TA APP TA APP-TA -232.5 Multi -Max FA3. (Optional if (Optional if using AA C-37 Structural ASTM D41 Min. 0.75-inch FescoBoard HA None N/A using AA Ply) Base) One or more BP- SBS-AA, SBS-TA, -277 5 concrete (homogeneous) One or more AA or APP-TA APP-TA BP -AA Structural Min. 1.5-inch ACFoam II, ACFoam III, (Optional if using AA Ply) (Optional if using AA SBS-TA, C-38 ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Min. 0.75-inch Fesco Board HA Base) One or more BP- -290.0 concrete Multi -Max FA3 One or more O AA or APP-TA APP TASBS-AA, (Optional if (Optional if using AA C-39 Structural ASTM D41 Min. 0.5-inch Structodek High Density HA None N/A using AA Ply) Base) One or more BP- SBS-AA, SBS-TA, -285.0 concrete Fiberboard Roof Insulation One or more AA or APP-TA APP TA BP AA (Optional if Structural Min.1.5-inch ACFoam Il, ACFoam III, Min. 0.5-inch Structodek High using AA Ply) (Optional if using AA SBS-AA, SBS-TA, C-40 concrete ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Density Fiberboard Roof Insulation HA One or more Base) One or more BP- APP-TA -480.0 Multi -Max FA3 BP -AA AA or APP-TA Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization 99503 67 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 13 of 26 ",,�TRINITYIERD TABLE 3A:Q STRUCTURAL CONCRETE DECKS —:NEW CONSTRUCTION -OR REROOF (TEAR=OFF) - r - ilROOF SYSTEM3YPEA-1: BONDED INSULATION, BONDED COVER f" SEE NOTET6 FOR VAPOR BARRIER OPTIONS System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck Primer Type Attach Type Attach Base Ply Ply Cap Ply (pso Structural Min. 1.5-inch ACFoam II, ACFoam III, (Optional if using AA Ply) (Optional if using AA SBS-AA, SBS-TA, C-41 ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Min. 0.25-inch Dens Deck Prime HA One or more O Base) One or more BP- APP-TA -480.0 concrete Multi -Max FA3 AA or APP-TA (Optional if (Optional if using AA C-42 Structural ASTM D41 Min. 0.25-inch Dens Deck Prime HA None N/A using AA Ply) Base) One or more BP- SBS-AA, SBS-TA, -510.0 concrete One or more AA or APP-TA APP-TA BP -AA = TABLE'36: 'STRUCTURAL CONCRETE DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) - SYSTEM TYPE F: NON -INSULATED, BONDED BASE SHEET, BONDED'ROOFCOVER. System No. Deck Primer ___ Roof Cover (Note 15) MOP (Psf) Ply Cap_ Ply C-43 Structural concrete ASTM D41 SBS-SA (Optional) SBS-SA or APP-TA SBS-SA, APP-SA, SBS-TA or APP-TA -315.0 C-44 Structural concrete ASTM D41 BP -AA (Optional if using asphalt applied Ply) (Optional if using asphalt applied Base) BP -AA or APP-TA SBS-AA, SBS-TA, APP-TA -622.5 Exterior Research and Design, LLC. d/b/a Trinity( ERD Certificate of Authorization N9503 Prepared by: Robert Nieminen, PE-59166 e EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modred Bitumeri Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-RZ Revision 2: 09/25/2017 Appendix 1, Page 14 of 26 �I TRINITY I ERD TABLE 4k LIGHTWEIGHT CONCRETE DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPEA-1: BONDED INSULATION, BONDED ROOF COVER System Deck Lightweight Base Insulation Layer Coverboard Roof Cover (Note 15) MDP Type Attach Type Attach Base Ply Ply Cap Ply No. (Note 1) Concrete (Note 14) (Psi • SELF -ADHERING SYSTEMSWRH BASE INSULATION AND-OPTIONALTOP INSULATIONOFTHi SAME TYPE:- • - "' - Structural Min. 200 psi, min 2- (Optional) Additional (Optional) One or SBS-SA, APP- LWC-1 concrete inch Elastizell Min.1.5-inch, min. 2.0 pcf Insulfoam OB500 layers of base insulation OB500 SBS-SA more SBS-SA SA 120.0 (Optional) One or SBS-SA, APP- LWC-2 Structural Min. 200 psi, min 2- Min. 1.5-inch ACFoam II, ENRGY 3, ISO 95+ GL OB500 (Optional) Additional OB500 SBS-SA more SBS-SA or SA, SBS-TA -225.0 concrete inch Elastizell or H-Shield layers of base insulation APP-TA or APP-TA LWC-3 Structural Min. 200 psi, min. Min. 2.0 pcf Insulfoam CR-20 (Optional) Additional CR-20 SBS-SA (Optional) One or SBS-SA, APP- _180.0 concrete 2-inch Elastizell layers of base insulation more SBS-SA SA Structural Min. 200 psi, min. Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3, (Optional) Additional (Optional) One or SBS-SA, APP- LWC-4 concrete 2-inch Elastizell ISO 95+ GL, H-Shield, H-Shield CIS, Multi -Max CR-20 layers of base insulation CR-20 SBS-SA more SBS-SA or SA, SBS-TA -180.0 FA3 APP-TA or APP-TA Structural Min. 200 psi, min. (Optional) Additional (Optional) One or ( P ) SBS-SA, APP- LWC-5 concrete 2-inch Celcore or Min. 2.0 pcf Insulfoam CR-20 layers of base insulation CR-20 SBS-SA more SBS-SA SA -222.5 Mearlcrete Structural Min. 200 psi, min. Min. 1.5-inch ACFoam II, ACFoam III, ENRG.Y_3, - _ _ _ - - ---- _ (Optional) Additional (Optional) One or SBS-SA, APP- LWC-6 2_inch Celcore-or- -150 95+ GC; H=Shield, H-Shield CG, Muki-Max CR-20 layers of base insulation CR-20 SBS-SA more SBS-SA or SA, SBS-TA -222.5 concrete- Mearlcrete FA3 APP-TA or APP-TA ;SELF -ADHERING SYSTEMS WITH BASE INSULATION AND COVERBOARD:: (Optional) One or SBS-SA, APP- LWC-7 Structural Min. 200 psi, min 2- Min. 1.5-inch, min. 2.0 pcf Insulfoam OB500 Min. 0.25-inch SECUROCK OB500 SBS-SA more SBS-SA or SA, SBS-TA -120.0 concrete inch Elastizell Gypsum -Fiber Roof Board APP-TA or APP-TA (Optional) One or SBS-SA, APP- LWC-8 Structural Min. 200 psi, min 2- Min. 1.5-inch ACFoam II, ENRGY 3, ISO 9S+GL OB500 Min. 0.25-inch SECUROCK OB500 SBS-SA more SBS-SA or SA, SBS-TA -225.0 concrete inch Elastizell or H-Shield Gypsum -Fiber Roof Board APP-TA or APP-TA Structural Min. 200 psi, min. Min.1.5-inch ACFoam 11, ACFoam III, ENRGY 3, Min. 0.25-inch SECUROCK (Optional) One or SBS-SA, APP- LWC-9 concrete 2-inch Elastizell ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max CR-20 Gypsum -Fiber Roof Board CR-20 SBS-SA more SBS-SA or SA, SBS-TA -180.0 FA3 or min. 2.0 pcf Insulfoam APP-TA or APP-TA Structural Min. 200 psi, min. Min. 1.5-inch ACFoam 11, ACFoam III, ENRGY 3, Min. 0.25-inch SECUROCK (Optional) One or SBS-SA, APP- LWC-10 2-inch Celcore or ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max CR-20 Gypsum -Fiber Roof Board CR-20 SBS-SA more SBS-SA or SA, SBS-TA -222.5 concrete Mearlcrete FA3 or min. 2.0 pcf Insulfoam APP-TA or APP-TA ASPHALT AND/OR TORCH APPLIED SYSTEMS:- . • - • _ - - - _ - (Optional) One or LWC-11 Structural Min. 200 psi, min 2- Min.1.5-inch ACFoam II, ENRGY 3,150 95+ GL OB500 Min. 0.25-inch SECUROCK OB500 BP -AA, BP -AA or APP- SBS-AA, SBS- -225.0 concrete inch Elastizell or H-Shield Gypsum -Fiber Roof Board APP-TA Are TA, APP-TA Structural Min. 200 psi, min. Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3, Min. 0.25-inch SECUROCK BP -AA (Optional) One or SBS-AA, SBS- LWC-12 concrete 2-inch Elastizell ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max CR-20 Gypsum -Fiber Roof Board CR-20 APP-TA more BP -AA or APP- TA, APP-TA -180.0 FA3 or min. 2.0 pcf Insulfoam TA Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL36027-112 Certificate of Authorization ##9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modred Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 15 of 26 �I TRINITY ERD _TABLE.4A: LIGHTWEIGH CONCRETE'DECKS-NEW.CONSTRUCTIONORREROOF(TEAR-OFF) SYSTEM TYPEA-1 BONDED INSULATION, BONDED ROOF COVER, . _. .., System Deck Lightweight Base Insulation Layer Coverboard Roof Cover (Note IS) MDP Type Attach Type Attach Base Ply Ply Cap Ply No. (Note 1) Concrete (Note 14) (Psfl Structural Min. 200 psi, min. Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3, Min. 0.25-inch SECUROCK BP -AA, (Optional) One or SBS-AA, SBS- LWC-13 concrete 2-inch Celcore or ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max CR-20 Gypsum-Fiber Roof Board CR-20 APP-TA more BP -AA or APP- TA, APP-TA -222.5 Mearlcrete " FA3 or min. 2.0 pcf Insulfoam TA TABLE46: LIGHTWEIGHT CONCRETE DECKS -NEW CO NSTRUCTIONORAEROOF(TEAR-OFF) SYSTEMTYPE A-2: MECHANICALLYATTACHEDRNCHOR SHEET, BONDED INSULATION,,BONDED ROOF COVER Lightweight Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) System Deck . MDP Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply No. (Note 1) ' Concrete (Note 14) (Psfl Min. 1.5-inch - Min. 22 ga., 7-inch o.c. at (Optional) Min. Thermaroof Composite, (Optional if Type B, Min. 300 psi 4-inch lap and 1.5-inch Polytherm Composite or (Optional if using AA Base). LWC-14 vented steel Approved GAFGLAS OMG CR 7-inch o.c. in ACFoam II, H- HA min. 0.5-inch Structodek -WA- using AA Ply) One or more SBS-AA, SBS- -45.0 #75 BSF two, equally _Shield, -Multi--- High Density Fiberboard TA, APP-TA at max. 5 ft cellular LWC �— __�- spcenter aced Max FA3 or Roof Insulation or min. BP -AA orAPP- spans rows Polytherm 0.75-inch FescoBoard TA. TA (homogeneous) Min. 22 ga., 7-inch o.c. at Min. 1.5-inch Type B, Min. 300 psi 4-inch lap and ACFoam II, H- (Optional) One SBS-SA, APP- LWC-15 vented steel Approved GAFGLAS CR o.c. y Shield, Multi- HA None N/A SBS-SA or more SBS-SA SA, SBS-TA -45.0 #75 BSF BSF two, equally two a at max.5 ft cellular LWC spaced center Max FA3 or or APP-TA or APP-TA spans Polytherm rows Exterior Research and Design, U.C. d/b/a Trinity ) ERD Evaluation Report A42970.30.12-112 for FL16027-R2 Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 16 of 26 ��TRINITYJ ERD _- TABLE'4C:•LIGHTWEIGHTCONCRETE DECKS ='NEW'CONSTRUCTION,OR•REROOF(TEAR-OFF),,. SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Base Sheet (Note A below) Roof Cover (Note 15) System DeckT Lightweight Concrete (Note 14) MDP (Psf) Type No. (Note 1) Fasteners Attach Base Ply Cap Ply (Note A) `GENERIC,'CELLULARLIGHTWEIGHTINSULATING,CONCRErE:. Min. 300 psi, min. 2-inch thick cellular Min. 22 ga., type B steel LWC. Note: To qualify the LWIC under this 7-inch o.c. in a 3-inch lap and 7-inch o.c. in (Optional) SBS-AA, APP- LWC-16 at max 5 ft spans or assembly, an OMG CR BPF shall achieve B3 OMG CR BPF two, equally spaced, staggered rows in the One or more TA 45.0 structural concrete an average withdrawal of 53lbf when field of the sheet BP -AA tested per TAS 105 or ANSI/SPRI FX-1 CELCORECELWI-ARLIGHTWEIGHT INSULATING CONCRETE: Min. 0.0179-inch Tensilform S-75 or min. Trufast FM-90 or 8-inch o.c. in a 3-inch lap and 16-inch o.c. in One or more WC-17 0.0205-inch Tensilform Min. 200 psi, min. 2-inch thick Celcore B1, B2, B3 or B7 two, equally spaced, staggered rows in the BP AA SBS-AA -37.5 I 75 at max. 5 ft spans or OMG CR BPF field of the sheet structural concrete Min. 22 ga., type B steel Trufast FM-90 or 7-inch o.c. in a 3-inch lap and 7-inch o.c. in One or more LWC-18 at max 5 ft spans or Min. 200 psi, min. 2-inch thick Celcore BS through B12 OMG CR BPF— -- two, equally spaced, staggered rows in the BP -AA SBS-AA 45.0 structural concrete field of the sheet Min. 26 ga., type HF 131, B2, B3, B4, 9-inch o.c. in a 3-inch lap and 9-inch o.c. in One or more LWC-19 steel at max 5 ft spans Min. 225 psi, min. 2-inch thick Celcore MF B7, B8, B10, B11 OMG CR BPF two, equally spaced,.staggered rows in the BP AA SBS-AA -45.0 or structural concrete or B12 field of the sheet Min. 22 ga., type B steel B1, B2, B3, B4, 7-inch o.c. in a 3-inch lap and 14-inch o.c. in One or more LWC-20 at max 6 ft spans or Min. 225 psi, min. 2-inch thick Celcore MF B7, B8, B10, B31 OMG CR BPF two, equally spaced, staggered rows in the BP AA SBS-AA -45.0 structural concrete or B12 field of the sheet Min. 22 ga., type B steel B1, B2, B3, B4, 9-Inch o.c. in a 3-inch lap and 9-inch o.c. in One or more LWC-21 at max 6 ft spans or Min. 225 psi, min. 2-inch thick Celcore MF B7, B8, B30, B11 OMG CR BPF two, equally spaced, staggered rows in the BP AA SBS-AA -45.0 structural concrete or B12 field of the sheet Min. 22 ga., type B steel Trufast Twin Loc- 9-inch o.c. in a 4-inch lap and 18-inch o.c. in One or more SBS-AA, SBS- LWC-22 at max 5 ft spans or Min. 225 psi, min. 2-inch thick Celcore MF B3 or B2 Nail two, equally spaced, staggered rows in the BP -AA or APP- TA or APP-TA -45.0 structural concrete field of the sheet TA Min. 22 ga., type B steel B2 (with poly- Trufast Twin Loc- 9-inch o.c. in a 4-inch lap and 18-inch o.c. in One or more SBS-SA, APP- LWC-23 at max 5 ft spans or Min. 225 psi, min. 2-inch thick Celcore MF film top surface) Nail two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -45.0 structural concrete field of the sheet APP-TA or APP-TA Min. 22 ga., type B steel 8-inch o.c. in a 4-inch lap and 8-inch o.c. in BP -AA or APP- SBS-AA, SBS- LWC-24 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Celcore MF B2 Trufast FM-90 three equally spaced, staggered center rows TA TA or APP-TA -60.0 structural concrete Min. 22 ga., type B steel B2 (with poly- 8-inch o.c. in a 4-inch lap and 8-inch o.c. in One or more SBS-SA, APP- LWC-25 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Celcore MF film top surface) Trufast FM-90 three equally spaced, staggered center rows SBS-SA or SA, SBS-TA -60.0 structural concrete I I APP-TA or APP-TA Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-112 for FL16027-RZ Certificate of Authorization #9503 67N EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 17 of 26 �j��JIN ERD - TABLE4C LIGHTWEIGHT•CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE EC MECHANICALLY ATTACHED BASE SHEET,':BONDED.ROOF COVER Base Sheet (Note A below) Roof Cover (Note 15) System Deck Lightweight Concrete (Note 14) MDP (Psf) Type No. (Note 1) (Note A) Fasteners Attach Base Ply Cap Ply Min. 22 ga., type B steel Trufast FM-90 or 7-inch o.c. in a 3-inch lap and 7-inch o.c. in One or more LWC-26 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Celcore B1 through B12 OMG CR BPF two, equally spaced, staggered rows in the BP AA SBS-AA -75.0 structural concrete field of the sheet Min. 22 ga., type B steel Polyglass 10-inch o.c. in a 4-inch lap and 10-inch o.c. in (Optional) BP- SBS-AA, SBS- LWC-27 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Celcore MF Elastobase Poly Trufast FM-260 three equally spaced, staggered center rows AA or APP-TA TA, APP-TA -90.0 structural concrete ELAST zELL CELLULAR LIGHTWEIGHT INSULATING' CONCRETE: ^ ' ^�- - - - - - _ ., - - - . _ • _, - - - _ Min. 0.0179-inch Tensilform S-75 or min. Min. 200 psi, min. 2-inch thick Elastizell Trufast FM-90 or 7.5-inch o.c. in a 3-inch lap and 7.5-inch o.c. One or more SBS-AA, SBS- LWC-28 0.0205-inch Tensilform Range II BS through B12 OMG CR BPF in two, equally spaced, staggered rows in the BP -AA or APP- TA or APP-TA -30.0 75 at max. 5 ftspans or field of the sheet TA structural concrete Min. 0.0179-inch Tensilform S-75 or min. 200 Psi, min. 2-inch thick Elastizell_ _62.(with-poly-- — TrufasYFM=90 or —7-.5-inch mc.-in-a-3=inch lap and 7.5-inch o.c. One or more SBS-SA, APP- LWC-29 0.0205-inch Tensilform -RangMin. e 11 film top surface) OMG CR BPF in two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -30.0 75 at max. 5 ft spans or field of the sheet APP-TA or APP-TA structural concrete Min. 22 ga., type B steel Min. 200 psi, min. 2-inch thick Elastizell Trufast FM-90 or 7-inch o.c. in a 3-inch lap and 7-inch o.c. in One or more SBS-AA, SBS- LWC-30 at max 5 ft spans or Range II B1 through B12 OMG CR BPF two, equally spaced, staggered rows in the BP -AA or APP- TA or APP-TA -45.0 structural concrete field of the sheet TA Min. 22 ga., type B steel Min. 200 psi, min. 2-inch thick Elastizell 62 (with poly- Trufast FM-90 orLWC-31 7-inch o.c. in a 3-inch lap and 7-inch o.c. in One or more SBS-SA, APP- at max 5 ft spans or Range II film top surface) OMG CR BPF two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -45.0 structural concrete field of the sheet APP-TA or APP-TA Min. 22 ga., type B steel Min. 350 psi, min. 2-inch thick Elastizell Trufast Twin Loc- 6-inch o.c. in a 4-inch lap and 6-inch o.c. in SBS-AA, SBS- LWC-32 at max 5 ft spans or with Zell -Crete Fibers, supple -mentally B2 Nails (min. 1.8- three, equally spaced, staggered rows in the One or more TA, SBS-SA, -60.0 structural concrete attached with Roofgrip #21 and 3-inch inch) field of the sheet BP -AA APP-TA or plates at 1 per 8 ft2 APP-SA Min. 22 ga., type B steel Min. 350 psi, min. 2-inch thick Elastizell Trufast Twin Loc- 6-inch o.c. in a 4-inch lap and 6-inch o.c. in SBS-SA, APP- LWC-33 at max 5 ft spans or with Zell -Crete Fibers, supple -mentally B2 (with poly- Nails (min.1.8- three, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -60.0 structural concrete attached with Roofgrip #21 and 3-inch film top surface) inch) field of the sheet APP TA or APP-TA plates at 1 per 8 ft2 •MEARLCRETE CELLULAR LIGHTWEIGHT INSULATING CONCRETE' Min. 24 ga., type B steel Trufast FM-90 or 7.5-inch o.c. in a 3-inch lap and 10-inch o.c. One or more LWC-34 at max 5 ft spans or Min. 200 psi, min. 2-inch thick Mearlcrete BS through B12 OMG CR BPF in two, equally spaced, staggered rows in the BP SBS-AA 30.0 structural concrete field of the sheet Exterior Research and Design, L-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 18 of 26 �I TRINITY I ERD TABLE 4C:-LIGHTWEIGHT CONCRETE DECKS— NEW CONSTRUCTION ORAEROOF (TEAR -OFF) SYSTEM TYPEE: MECHANICALLYATTACHEDBASE SHEET; BONDED ROOF COVER_ Base Sheet (Note A below) Roof Cover (Note 15) System Deck Lightweight Concrete (Note 14) MDP Type No. (Note i) Fasteners Attach Base Ply Cap Ply (PSf) (Note A) Min. 22 ga., type B steel Trufast FM-90 or 7-inch o.c. in a 4-inch lap and 7-inch o.c. in One or more SBS-AA, SBS- LWC-35 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Mearlcrete B3, B2 or B12 . OMG CR BPF two, equally spaced, staggered rows in the BP -AA or APP- TA or APP-TA -45.0 structural concrete field of the sheet TA Min. 22 ga., type B steel 62 (with poly- Trufast FM-90 or 7-inch o.c. in a 4-inch lap and 7-inch o.c. in One or more SBS-SA, APP- LWC-36 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Mearlcrete film top surface) OMG CR BPF two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -45.0 structural concrete field of the sheet APP-TA or APP-TA Min. 22 ga., type B steel 81, B2, 83, B7 or Trufast FM-90 or 7-inch o.c. in a 4-inch lap and 7-inch o.c. in One or more SBS-AA, SBS- LWC-37 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Mearlcrete g11 OMG CR BPF two, equally spaced, staggered rows in the BP -AA or APP- TA or APP-TA -52.5 structural concrete field of the sheet TA Min. 22 ga., type B steel 7-inch o.c. In a 4-inch lap and 7-inch o.c. in One or more SBS-SA, APP- at max 5 ft spans or Min. 300 psi, min. 2-inch thick Mearlcrete (with poly- B2LWC-38 film top surface) Trufast FM-90 or OMMGGC CR BPF two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -52.5 structural concrete field of the sheet I APP-TA I or APP-TA Base Sheets options are coded as follows: ____— - ----- ➢ Bl: Polyglass G2 Bose; B2:-Polyglass-Elastobase-or-Polyglass Elastobase Poly; 133: GAFGLAS #75; 134: GAFGLAS Stratovent Nailable Venting Base Sheet; B5: GAFGLAS Ply 4; 136: GAFGLAS FlexPly 6; B7: JM Perma Ply No. 28; 138: JM Vensulation; 139: JM GlasPly IV, B10: JM GlasPly Premier, B11: Tamko Glass -Base; B12: Tamko Vapor -Chan Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A42970.30.12-R2 for FL16027-RZ Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modred Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 19 of 26 ��TRINITYJ ERD TABLE 5A: CEMENTITIOUS WOOD FIBER DECKS —NEW CONSTRUCTION On REROOF'(TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. (Note 1) Type Attach Type Attach Base Ply Ply Cap Ply (Psf) Min. 1.5-inch ACFoam II, Min. 0.25-inch Dens Deck, Dens Deck Prime, (Optional) One or CWF-1 Min. 2.5-inch Tectum ISO 95+GL, H-Shield, D-IS or SECUROCK Gypsum -Fiber Roof Board or min. 0.5- D-IS or BP -AA more BP -AA or APP- SBS-AA, SBS-TA, 45.0 Plank or Tectum LS Plank OB500 inch Structodek High Density Fiberboard Roof OB500 TA APP TA Polytherm, ENRGY-3 Insulation Min. 2.5-inch Tectum Min.1.5-inch ACFoam II, D-IS or Min. 0.25-inch Dens Deck, Dens Deck Prime, D-IS or SBS-SA or (Optional) One or SBS-TA, SBS-SA, CWF-2 Plank orTectum LS Plank ISO H-ShiENRG ld, OB500 SECUROCK Gypsum -Fiber Roof Board OB500 APP-TA more SBS-SA or APP TA, APP SA 45.0 therm, Polytherm, ENRGY-3 APP-TA Min. 1.5-inch ACFoam II, Min. 0.25-inch Dens Deck, Dens Deck Prime, (Optional) One or CWF-3 Min. 2.5-inch Tectum ISO 95+GL, H-Shield, CR-20 SECUROCK Gypsum -Fiber Roof Board or min. 0.5- CR-20 BP -AA more BP -AA or APP= SBS-AA, SBS-TA, -52.5 Plank orTectum LS Plank inch Structodek High Density Fiberboard Roof TA APP TA Polytherm, ENRGY-3 Insulation Min. 2.5-inch Tectum Min.1.5-inch ACFoam II, . Min. 0.25-inch Dens Deck, Dens Deck Prime, SBS-SA or (Optional) One or 565-TA, SBS-SA, CWF-4 Plank or Tectum LS Plank ISO 95+GL, H-Shield, CR-20 SECUROCK Gypsum -Fiber Roof Board CR-20 APP-TA more SBS-SA or APP-TA, APP-SA 52.5 Polytherm, ENRGY-3 APP-TA 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 k9503 6EDITION (2017) FBC NON-HVH2 EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 20 of 26 \I TRINITY I ERD TABLE 5B: CEMENTITIOUS WOOD FIBER DECKS —NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEMTYPEA2: MECHANICALLY ATTACHED'ANCHORSHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP Type Fastener Attach Type Attach Type Attach Base Ply Ply Cap Ply No. (Note 1) (Psfl Min. 0.25-inch Dens Deck, Dens Polyglass 9-inch o.c. in 4-inch Min. 1.5-inch Deck Prime, SECUROCK Gypsum - Min. 2.5-inch Trufast lap and 12-inch o.c. ACFoam II, ACFoam Fiber Roof Board, Min. 0.75-inch (Optional) SBS-AA, CWF-5 TecturElastobase, Plank Polyglass Inuldek in two, equally III, H- HA FescoBoard (homogeneous) or HA BP -AA One more SBS-TA, -30.0* orTect orTectum LS Elastobase Poly, Loc-Nail spaced, staggered ENRGY Shield, ENRGY 3, ShieISOld, min. 0.5-inch Structodek High BP -AA or A APP-TA Plank Polyglass G2 Base center rows Polytherm or Multi- Density Fiberboard Roof APP-TA Max FA3 Insulation Polyglass 9-inch o.c. in 4-inch Min. 1.5-inch Min. 2.5-inch Elastobase, Trufast lap and 12-inch o.c. ACFoam II, ACFoam Min. 0.25-inch Dens Deck, Dens SBS-SA (Optional) SBS-TA, CWF-6 Tectum Plank Polyglass Inuldek in two, equally III, ISO95+GL, H- HA Deck Prime, SECUROCK Gypsum- HA or APP- One or more SBS-SA, -30.0* orTectum LS Elastobase Poly, Loc-Nail spaced, staggered Shield, ENRGY 3, Fiber Roof Board TA SBS-SA or APP-TA, Plank Polytherm or Multi- APP-TA APP-SA Polyglass G2 Base center rows Max FA3 Min. 0.25-inch Dens Deck, Dens Min. 2.5-inch Polyglass 9-inch o.c. in 4-inch _ Min.1.5-inch -ACFoam II, ACFoam � --- - Deck Prime, SECUROCK Gypsum - (Optional) Elastobase, Trufast-- -lap-and-18-inch o:c- Fiber Roof Board, Min. 0.75-inch SBS-AA, CWF-7 Tectum Plank - �-- -Polyglass — Twin in two, equally III, IS095+GL, H- HA FescoBoard (homogeneous) or HA BP -AA One or more SBS-TA, -45.0* orTectum LS Elastobase Poly, Lac -Nail spaced, staggered Shield, ENRGY 3, min. 0.5-inch Structodek High BP -AA or APP-TA Plank Polyglass G2 Base center rows Polytherm or Multi- Density Fiberboard Roof APP-TA Max F Max FA3 Insulation Polyglass 9-inch o.c. in 4-inch Min. 1.5-inch Min. 2.5-inch Elastobase, Trufast lap and 18-inch o.c. ACFoam II, ACFoam Min. 0.25-inch Dens Deck, Dens SBS-SA (Optional) SBS-TA, CWF-8 Tectum Plank Polyglass Twin in two, equally III, ISC95+GL, H- HA Deck Prime, SECUROCK Gypsum- HA or APP- One or more SBS-SA, -45.0* orTectum LS Elastobase Poly, Loc-Nail spaced, staggered Shield, ENRGY 3, Fiber Roof Board TA SBS-SA or APP-TA, Plank Polytherm or Multi- APP-TA APP-SA Polyglass G2 Base center rows Max FA3 Exterior Research and Design, LLC. d/b/a Trinity( ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 e EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL36027-R2 Revision 2: 09/25/2017 Appendix 1, Page 21 of 26 \l TRINITY J ERD TABLE SC:, CEMENTITIOUS WOOD FIBER DEC KS CONSTRUCTION, REROOF (Tens -OFF) oR RECOVER SYSTEM TYPE.B:'MECHANICALLY ATTACHED BASE INSULATION; BONDED TOP INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note 1) Type Fasteners Attach Type Attach Base Ply Ply Cap Ply (Psf) Min. 2.5-inch Min. 2-inch H- OMG Polymer GypTec Plate Min. 0.5-inch Structodek (Optional if using (Optional if using AA SBS-AA, CWF-9 Tectum Plank or Shield or with Polymer GypTec or Trufast z 1 per 4 ft High Density Fiberboard HA AA Ply) BP AA Base) One or more BP -AA SBS-TA, -45.0• Tectum LS Plank Polytherm TL 3 in. Plate with TL Fastener Roof Insulation or APP-TA APP-TA TABLE SD: CEMENTITIOUS WOOD FIBER DECKS a —NEW CONSTRUCTION ;"REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note 1) Base Insulation Layer 1psf) Type Fasteners Attach Base Ply Ply Cap Ply Min. 2.5-inch (Optional) One or Min. 0.25-inch Dens Deck, Dens Deck Prime (Optional if using AA SBS-AA, F-10 Tectum Plank or more layers, any or SECUROCK Gypsum -Fiber Roof Board or Trufast Twin Loc-Nails z 1 per 2 ft (Optional if using Base) One or more BP -AA SBS-TA, -45.0• Tectum LS Plank combination, loose min. 0.5-inch Structodek High Density (min. 1-inch embedment) AA Ply) BP -AA or APP-TA APP-TA laid Fiberboard Roof Insulation TABLE:SE:_CEMENTITIOUS WOOD FIBER DECKS —NEW CONSTRUCTION OR,REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLYATTACHED BASE SHEET;.BONDED ROOF COVER System Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 1) (psf) Base ' Fasteners Attach Base Ply Cap Ply Min. 2.5-inch Tectum Plank Polyglass Elastobase, Polyglass Elastobase Trufast Inuldek 9-inch o.c. in 4-inch lap and 12-inch o.c. in two, (Optional) One or SBS-AA, SBS-TA, CWF-11 orTectum LS Plank Poly, Polyglass G2 Base Loc-Nail equally spaced, staggered center rows more BP -AA or APP-TA APP-TA 30.0 * Min. 2.5-inch Tectum Plank Polyglass Elastobase, Polyglass Elastobase Trufast Twin Loc- 9-inch o.c. in 4-inch lap and 18-inch o.c. in two, (Optional) One or ' SBS-AA, SBS-TA, CWF-12 or Tectum LS Plank Poly, Polyglass G2 Base Nails equally spaced, staggered center rows more BP -AA or APP-TA APP-TA , Exterior Research and Design, U.C. d/b/a Trinity( ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6rH EDITION (7017) 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 22 of 26 v I RINITY I ERD TABLE 6A: GYPSUM DECKS = REROOF (TEAR -OFF) SYSTEM TYPEA-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Notes 18e 12) (Psf) Type Attach Type Attach Base Ply Ply Cap Ply Existing, sound poured gypsum (Optional) additional layers(s) of base (Optional) One G-1 or gypsum plank deck Min. 2.0 pcf, Insulfoam OB500 insulation OB500 SBS-SA or more SBS-SA SBS-SA, APP-SA 112.5 (Optional) One G-2 Existing, sound poured gypsum Min. 1.5-inch ACFoam II, ENRGY 3 or OB500 (Optional) additional layers(s) of base OB500 565-SA or more SBS-SA SBS-SA, APP-SA, _112.5 or gypsum plank deck H-Shield insulation or APP-TA SBS-TA or APP-TA (Optional) One G-3 Existing, sound poured gypsum Min.1.5-inch ACFoam II, ENRGY 3 or 06500 Min. 0.25-inch SECUROCK Gypsum- OB500 SBS-SA or more SBS-SA SBS-SA, APP-SA, -112.5 or gypsum plank deck H-Shield or min. 2.0 pcf, Insulfoam Fiber Roof Board or APP-TA SBS-TA or APP-TA (Optional) additional layers(s) of base (Optional) One G-4 Existing, sound poured gypsum Min.1.5-inch ACFoam II, ENRGY 3, M-OSFA insulation and/or min. 0.25-inch M-OSFA SB5-5A or more SBS-SA SBS-SA, APP-SA, -202.5 ' or gypsum plank deck H-Shield or Multi -Max FA3 SECUROCK Gypsum -Fiber Roof Board or APP-TA SBS-TA or APP-TA G-5 Existing, sound poured gypsum Min. 1.5-inch, min. 2.0 pcf Insulfoam CR-20 (Optional) additional layers of base CR-20 SBS-SA (Optional) One SBS-SA, APP-SA 240.0 or gypsum plank deck insulation or more SBS-SA (Optional) One G-6 Existing, sound poured gypsum Min. 1.5-inch, min. 2.0 pcf- -CR-20-- -Min. 0.25-inch SECUROCK Gypsum- CR-20 SBS-SA or more SBS-SA SBS-SA, APP-SA, 240.0 or gypsum plank deck Fiber Roof Board or APP-TA SBS-TA or APP-TA (Optional (Optional if using Existing, sound poured gypsum Min. 0.25-inch Dens Deck, Dens CR-20 None N/A if using AA Base) One or SBS-AA, SBS-TA, G 7 or gypsum plank deck Deck Prime or SECUROCK Gypsum- AA Ply) more BP -AA or APP-TA -245.0 Fiber Roof Board BP -AA APP-TA Min. 1.5-inch ACFoam II, ACFoam III, (Optional) additional layers(s) of base (Optional) One G 8 Existing, sound poured gypsum ENRGY 3, H-Shield, H-Shield CG or CR-20 insulation and/or min. 0.25-inch CR-20 SBS-SA or more SBS-SA SBS-SA, APP-SA, _257.5 or gypsum plank deck Multi -Max FA3 SECUROCK Gypsum -Fiber Roof Board or APP-TA SBS-TA or APP-TA Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-112 for F1.16027-112 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 23 of 26 \I TRINITY I ERD TABLE 613: GYPSUM DECKS-REROOF (TEAR -OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER ' Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) System Deck MDP Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply No. (Note 1) (Psf) (Note 11) Min. 0.25-inch Dens Deck, Dens Polyglass 9-inch o.c. in 4- Min. 1.5-inch Deck Prime, SECUROCK Gypsum - Existing, sound Elastobase, Trufast FM- inch lap and 18- ACFoam II, ACFoam Fiber Roof Board, Min. 0.75-inch (Optional) SBS-AA, G-9 poured gypsum Polyglass 75 or FM- inch o.c. in two, III, IS095+GL, H- HA FescoBoard (homogeneous) or HA BP -AA One or more SBS-TA, -45.0 " or gypsum Elastobase Poly, 90 or Twin equally spaced, Shield, ENRGY 3, min. High BP -AA or APP-TA plank deck Polyglass G2 Base Loc-Nails staggered center Polytherm or Multi- Fibernch board Roofodek Density Fiberboard Roof Den0.sity APP-TA rows Max FA3, Insulation TABLE 6C GYPSUM DECKSOFF ,-h REROOF (TEAR=) OR RECOVER" SYSTEMTYPEC: MECHANICALLY -ATTACHED INSULATION; BONDED, ROOF COVER , System Base Insulation Top Insulation Layer _ _ Roof Cover (Note 15) MDP No. Deck (Note 1) Layer (Psf) Type --Fasteners (Note 11)— Attach Base Ply Ply Cap Ply -Min..-0:25-inch Dens Deck, Dens Deck - -Existing sound -(Optional)-One or more layers, any Prime or SECUROCK Gypsum -Fiber Board 0.5-inch . Trufast Twin Loc- Nails 1-inch z 1 2 ft (Optional if AA Ply) (Optional if using AA Base) One SBS-AA, SBS- G-10 poured gypsum or combination, loose Roof or min. (min. per using or more BP -AA or APP-TA TA, APP-TA -45.0" gypsum plank deck laid Structodek High Density Fiberboard embedment) BP -AA Roof Insulation TABLE 6D: GYPSSUM DECKS- REROOF"(TEAR-OFF) ' . SYSTEM TYPE E: NON>IN$ULATED, MECHANICALLY ATTACHED BASE SHEET; BONDED ROOF COVER System Base Sheet Roof Cover (Note 15) MDP No. Deck (Note i) Base Fasteners (Note 11) Attach Base Ply Cap Ply (PA Existing sound poured Polyglass Elastobase, Polyglass Elastobase Trufast FM-75 or FM-90 or 9-inch o.c. in 4-inch lap and 18-inch o.c. in (Optional) One or more SBS-AA, SBS-TA, G-11 gypsum or gypsum Poly, Polyglass G2 Base Twin Loc-Nails two, equally spaced, staggered center rows BP -AA or APP-TA APP-TA -45.0" plank deck Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A42970.10.12-112 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 24 of 26 �I TRINITY ERD TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover (Note 1S) MDP No. Substrate Type Attach Type Attach Base Ply Ply Cap Ply (psf) Existing (Optional) additional layers(s) of base (Optional) One or more SBS-SA, APP-SA, R-1 Min. 1.5-inch Multi -Max FA3 D-IS insulation and/or min. 0.25-inch D-IS SBS-SA -67.5 asphaltic roof SECUROCK Gypsum -Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-TA Existing (Optional) additional layers(s) of base (Optional) One or more R 2 asphaltic roof Min. 2.0 pcf Insulfoam D-IS insulation D-IS SBS-SA SBS-SA SBS-SA, APP-SA -90.0 Existing Min. 1.5-inch ACFoam II or ENRGY 3 or min. Min. 0.25-inch SECUROCK Gypsum -Fiber (Optional) One or more SBS-SA, APP-SA, R-3 asphaltic roof 2.0 pcf Insulfoam D IS Roof Board D-IS SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -90.0 Existing (Optional) additional layers(s) of base (Optional) One or more 5B5-SA, APP-SA, R-4 asphaltic roof Min. 1.5-inch ACFoam II or ENRGY 3 D-IS insulation and/or min. 0.25-inch D-IS SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -90.0 SECUROCK Gypsum -Fiber Roof Board Existing (Optional) additional layers of base (Optional) One or more R-5 asphaltic roof Min. 1.5-inch, min. 2.0 pcf Insulfoam OB500 insulation OB500 SBS-SA SBS-SA SBS-SA, APP-SA -120.0 Existing Min. 0.25-inch SECUROCK Gypsum -Fiber (Optional) One or more SBS-SA, ARP -SA, R-6 asphaltic roof Min. 1.5-inch, min. 2.0 pcf Insulfoam OB500 Roof Board ------ OB500 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA 120.0 Existing Min. 1.5-inch ACFoam-II,-ENRGY 3 or H- - - -(Optional) additional layers(s) of base (Optional) One or more SBS-SA, APP-SA, R-7 asphaltic roof- Shield OB500 insulation and/or min. 0.25-inch OB500 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -127.5 SECUROCK Gypsum -Fiber Roof Board Existing Min.1.5-inch ACFoam Il, ENRGY 3, H- M- (Optional) additional layers(s) of base M- (Optional) One or more SBS-SA, APP-SA, R-8 insulation and/or min. 0.25-inch SBS-SA 157.5 asphaltic roof Shield or Multi -Max FA3 OSFA SECUROCK Gypsum -Fiber Roof Board OSFA SBS-SA or APP-TA SBS-TA or APP-TA Existing (Optional) additional layers(s) of base (Optional) One or more R-g asphaltic roof Min. 2.0 pcf Insulfoam CR-20 insulation CR-20 SBS-SA SBS-SA SBS-SA, APP-SA -240.0 Existing Min. 0.25-inch SECUROCK Gypsum -Fiber (Optional) One or more SBS-SA, APP-SA, R-10 asphaltic roof Min. 2.0 pcf Insulfoam CR-20 Roof Board CR-20 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA _240.0 Min. 1.5-inch Ultra -Max or Multi -Max FA-3, (Optional) additional layers(s) of base R-11 Existing min. 1.3-inch ACFoam III or min. 1.0-inch CR-20 insulation and/or min. 0.25-inch CR-20 SBS-SA (Optional) One or more SBS-SA, APP-SA, -240.0 asphaltic roof ISO 95+GL, H-Shield, H-Shield CG or ENRGY SECUROCK Gypsum -Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-TA 3 Existing (Optional) additional layers(s) of base (Optional) One or more SBS-SA, APP-SA, R-12 asphaltic roof Min. 2-inch ACFoam II, ENRGY-3 or H-Shield CR-20 insulation and/or min. 0.25-inch CR-20 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -247.5 SECUROCK Gypsum -Fiber Roof Board Existing Min. 0.25-inch Dens Deck, Dens Deck BP -AA SBS- (Optional) One more SBS-AA, SBS-TA or R-13 asphaltic roof Min. 1.5-inch Multi -Max FA3 D-IS Prime or SECUROCK Gypsum -Fiber Roof D-IS SA, APP-TA BP -AA or APP-TA APP-TA -67.5 Board Existing Min. 1.5-inch ACFoam II or ENRGY 3 or min. Min. 0.25-inch Dens Deck, Dens Deck BP -AA SBS- (Optional) One or more SBS-AA, SBS-TA or R-14 asphaltic roof 2.0 pcf Insulfoam D-IS Prime or SECUROCK Gypsum -Fiber Roof D-IS SA, APP-TA. BP -AA or APP-TA APP-TA 90.0 Board Exterior Research and Design, LLC.-d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL16027-RZ Certificate of Authorization #9503 67H EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 25 of 26 �l TRINITY I ERD ' t• TABLE 7A RECOVER APPLICATIONS SYSTE(VI TYPE A-1: BONDED INSULATION, BONDED ROOF COVER - - - - System Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Substrate (Psf) Type Attach Type Attach Base Ply Ply Cap Ply Existing Min. 1.5-inch ACFoam II, ENRGY 3, H-Shield Min. 0.25-inch Dens Deck, Dens Deck BP -AA SBS- (Optional) One or more SBS-AA, SBS-TA or R-15 asphaltic roof or ISO 95+GL OB500 Prime or SECUROCK Gypsum -Fiber Roof OB500 SA, APP-TA BP -AA or APP-TA APP-TA _127.5 Board Existing Min. 1.5-inch ACFoam II, ENRGY 3, H-Shield M- Min. 0.25-inch SECUROCK Gypsum -Fiber M- BP -AA SBS- (Optional) One or more SBS-AA, SBS-TA or R-16 asphaltic roof or Multi -Max FA3 OSFA Roof Board OSFA SA, APP-TA BP -AA or APP-TA APP_TA -157.5 Min. 1.5-inch Ultra -Max or Multi -Max FA-3, Existing min. 1.3-inch ACFoam III or min. 1.0-inch Min. 0.25-inch SECUROCK Gypsum -Fiber (Optional) One or more R-17 asphaltic roof ISO 95+GL, H-Shield, H-Shield CG or ENRGY CR-20 Roof Board CR-20 BP -AA BP AA SBS-AA 225.0 3 or min. 2.0 pcf Insulfoam Min. 1.5-inch Ultra -Max or Multi -Max FA-3, Existing min.1.3-inch ACFoam III or min.1.0-inch Min. 0.25-inch SECUROCK Gypsum -Fiber (Optional) One or more R-18 asphaltic roof ISO 95+GL, H-Shield, H-Shield CG or ENRGY CR-20 Roof Board CR-20 APP-TA APP TA APP-TA 232.5 3 or min. 2.0 pcf Insulfoam :_.TABLE76 RE000ERAPPLICATIONS� _. SYSTEM -TYPE F. NON' -INSULATED, BONDED -BASE SHEET, BONDED ROOF.COVER System Roof Cover (Note 15) MDP . No. Deck Primer (Psfl Base Ply Ply Cap Ply R-19 Existing ASTM D41 BP -AA (Optional if using asphalt applied Ply) (Optional if using asphalt applied Base) BP -AA or APP-TA SBS-AA, SBS-TA, APP-TA -45.0 asphaltic roof Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 26 of 26