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HomeMy WebLinkAboutPRODUCT APPROVALrifll lIva �,MI ,,, �Product Approval -.USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail film FL # FL16027-R2 Application Type Revision Code Version 2017 Application Status i Approved i I Comments Archived r� THEEH- PIJOIS AND ALL PROPOSED Wopj< ARE alJ ECT TO ANY COnRECTIONS REQUIRED BY MELD IPrSPECTOINS THAT ULAY BE NECFS, RY IN ORDEN TO C"hil"Lf WITH ALL APr'l. ABLE CMEG. Product Manufacturer Tri-Built Materials Group, LLC 009 Address/Phone/Email PO Box 70 G — Q2 Rutherford, NJ 07070 (800) 516-1485 ST. LUCIE COUNTY david.ruiz@tribuiltmg.com BUILDING DIVISION REVIEWED Authorized Signature David Ruiz FOR COMPLI david.ruiz@tribuiltmg.com REVIEWED BY DATE Technical Representative David Ruiz PLANS AND PE IT MUST Address/Phone/Email Route North BE KEPT ON JOB OR East Rutherford, East rd, N] 07073 NO INSPECTION WILL BE MADE (201)842-2449 david.ruiz@tribuiltmaterialsgroup.com Quality Assurance Representative C Richard Schurman CON I, FAB'FaV OR A�'�C�M S Address/Phone/Email 9050 Louisiana Street Merrillville, IN 46410 ME !fl � QQ(�IMM ITV OF THE rich.schurman@alliedbuilding.com HE RE /Sryvi�a Y�I/i1�eC�glll6 W�11111'IW VA OF I1G{I IM 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 Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By PE-59166 UL LLC 10/06/2018 John W. Knezevich, PE C-tr Validation Checklist - Hardcopy Received FL16027 R2 COI 2017 01 COI Nieminen.pdf Standard ASTM D6163 ASTM D6164 ASTM D6222 FM 4470 FM 4474 Year 2008 2011 2011 2012 2011 http ://www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgtFPmdYiND Wr... 2/26/2018 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 F# 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-R2.odf Impact Resistant: N/A Verified By: Robert Nieminen 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 FlA.6027 R2 AE 2017 09 FINAL- ER TRI•- and max, design pressures. 2.) Refer to ER Section 5 for BUILT MODBIT FL16027-R2.Ddf Limits of Use. I 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 mail to this entity. Instead, contact the office by phone or by traditional mail. 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 here_. Product Approval Accepts: Greet Card Safe . http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND Wr... 2/26/2018 ED FEB NIS ST, Lucle countyl January I, 2017 ti *\JTRINITY ' JERD Certificate of Authorization #9503 RE: Certification of Independence, Florida F.A.C. Rule 61 G20-3 To Whom It May Concern: This letter serves to document the following in accordance with Florida F.A.C. Rule 61 G20-3: I . 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 Trinityil 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. I 5. Building Code Evaluations issued by Trinity]ERD'and Robert Nieminen, P.E. are not, in anyway, to be construed to mean or imply that TrinityJERD or Robert Nieminen, P.E. are the Designer of Record for any project on which the Evaluation Report is/was used for permitting or design guidance unless retained specifically for that purpose on a given project. Please contact our office with any questions. Sincerely, Robert Nieminen, P.E. Florida Reg. No. 59166 Vice President Email: robertnieminen@trinityerd.com TRINETYIERD WA: 60 Yesler Nay, Suite 7.00 Seattle, vi'A 96104 P: (206) 467-0054 F: (206) 257-0272 CT: 353 Christian Street, Unit 13 Oxford, CT 06478 P: (203) 262-9245 F: f7.03) 262-9243 ' 5C: 10 MauneY Court Columbia, SC 29201 P: (803) 988-8133 F: (803) 988-8111 �m "1: 735 Bishop Street, Suite 430 Honolulu, HT 96813 P: (SOS) 5:35.3144 F: (808) 535-3147 �a QTRINIIY ERD EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800)516-1485 RECEIVED E ERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 FEB 12 2018 353 Christian Street Oxford, CT 06478 ST, LUCIP Cgunty, Permitting (203) 262-9245 Evaluation Report A42970.10.12-112 FL16027-R2 Date of Issuance:10/23/2012 Revision 2: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6ch Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus a 26-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 F �-��OPY LE "�11 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/25/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. 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. ' M ROOFING SYSTEMS EVALUATION:{ 1. SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: TRI-BUILT Modified Bitumen Roof Systems, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. STANDARDS: Section Property Standard Year 1504.3.1 Wind FM 4474 2011 1504.7 Impact FM 4470 2012 1507.11.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties P10490.10.08-2 10/30/2008 ERD (TST6049) FM 4470/4474 P13760.09.09 09/10/2009 ERD (TST6049) FM 4470/4474 P13770.09.09 09/10/2009 ERD (TST6049) FM 4470/4474 P30540.11.09-131 11/30/2009 ERD (TST6049) FM 4470/4474 P30550.12.09 12/02/2009 ERD (TST6049) Physical Properties P33960.12.10 12/30/2010 ERD (TST6049) FM 4470/4474 P33970.03.11 03/15/2011 ERD (TST6049) Physical Properties P37590.03.13-3A 03/06/2013 ERD (TST6049) FM 4470/4474 P39680.03.13 03/04/2013 ERD (TST6049) Physical Properties P37590.03.13-1-R1 06/26/2013 ERD (TST6049) Physical Properties P37590.03.13-2-R1 07/01/2013 ERD (TST6049) Physical Properties P37590.07.13-2 07/01/2013 ERD (TST6049) Physical Properties P37590.03.13-5-R1 07/01/2013 ERD (TST6049) Physical Properties P37590.07.13-1 07/02/2013 ERD (TST6049) Physical Properties P45940.09.13 09/04/2013 ERD (TST6049) Physical Properties P44370.10.13 10/04/2013 FM Approvals (TST1867) FM 4470 2W7A7.AM 08/04/1994 FM Approvals (TST1867) FM 4470 OD3A3.AM 04/04/1997 FM Approvals (TST1867) FM 4470 2DOAO.AM 12/23/1998 FM Approvals (TST1867) FM 4470 2D5A9.AM 06/22/1999 FM Approvals (TST1867) FM 4470 3006646 01/04/2000 FM Approvals (TST1867) FM 4470 3001334 01/25/2000 FM Approvals (TST1867) FM 4470 3001334 02/15/2000 FM Approvals (TST1867) FM 4470 3000857 01/12/2000 FM Approvals (TST1867) FM 4470 3004091 01/12/2000 FM Approvals (TST1867) FM 4470 3006115 05/02/2001 FM Approvals (TST1867) FM 4470 3012321 07/29/2002 FM Approvals (TST1867) FM 4470 3014692 08/05/2003 FM Approvals (TST1867) FM 4470 3014751 08/27/2003 FM Approvals (TST1867) FM 4470 3007170 01/13/2004 FIVI Approvals (TST1867) FM 4470 3019317 06/30/2004 FM Approvals (TST1867) FM 4470 3020703 07/30/2004 FM Approvals (TST1867) FM 4470/4474 3018332 01/31/2006 FM Approvals (TST1867) FM 4470/4474 3023368 03/20/2006 FM Approvals (TST1867) FM 4470/4474 3024594 05/23/2006 Exterior Research and Design, LLC. Evaluation Report A42970.30.12-R2 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVH2 EVALUATION FL16027-R2 TRI-BUILT Modified Bitumen Roof Systems; (800) S16-1485 Revision 2: 09/25/2017 Page 2 of 4 COPY LE TRINITYIERD gntfty Examination Reference Date FM Approvals(TST1867) FM 4470/4474 ` 3023458 07/18/2006 FM Approvals(TST1867) FM 4470/4474 3030668 09/12/2007 FM Approvals(TST1867) FM 4470/4474 3032172 06/12/2009 PRI (TST5878) Physical Properties PUSA-062-02-01 12/04/2007 PRI (TST5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI(TST5878) Physical Properties PUSA-064-02-02 02/27/2008 PRI (TST5878) Physical Properties PUSA-062-02-02 12/04/2008 Miami -Dade (CER1592) HVHZ Compliance Various. NOAs Various Miami -Dade (CER1592) Proposal for Review 10-0823 10/12/2010 UL LLC (QUA9625) Quality Control ML Agreement 02/27/2012 UL LLC (QUA9625) Quality Control ML Correlation, R27202 08/20/2012 UL LLC (QUA9625) Quality Control Service Confirmation, R14571 Exp. 10/06/2018 4. PRODUCT DESCRIPTION: This Evaluation Report covers TRI-BUILT Modified Bitumen Roof Systems installed in accordance with TRI-BUILT Materials Group, LLC published installation instructions and the Limitations / Conditions of Use herein. The following membranes make up the subject systems. k Tabie 1:.Roll-Goods for TRI, BUILT Modified BitumeWRoof Systems 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 G I TriBuilt SA APP Cap ASTM D6222 G I LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511. 5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. Exterior Research and Design, U.C. Evaluation Report A42970.10.12-R2 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-R2 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017 Page 3 of 4 V", LE COP 'TTJRINITYIERD 5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or 1609.3(3). 1 5.13 All products in the roof assembly shall have,quality assurance in accordance with FAC Rule 61G20-3. 6. INSTALLATION: 6.1 TRI-BUILT Modified Bitumen Roof Systems shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation instructions, subject to the Limitations / Conditions of Use noted below. 6.2 System attachment requirements for wind'load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted CIA agency for information - on product locations covered for F.A.C. Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625; (314) 578-3406, k.chancellor@us.ul.com - THE 26-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A42970.10.12-R2 Certificate ofAuthorization #9503 C" EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-R2 TRI-BUILT Modified Bitumen Roof Systems; (800) S16-1485 Revision 2: 09/25/2017 Page 4 of 4 VrTRINITYERD L APPENDIX L ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE,' Table Deck Application Type Description Page 1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 1A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 iB 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 IM Wood New or Reroof (Tear -Off) Insu ate ff IUMZM25•o e 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 36 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-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 21 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22 SD CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 22 5E 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 66 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: IV ➢ 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 0,A 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 FL16027-112 Certificate of Authorization H9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 1 of 26 TTRINITY I` ERER®® 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ 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 loyers(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. 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: ➢ 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 (013500): MDP -187.5 psf . (Min. 0.5-inch thick ISO 9S+ GQ - ➢ 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) '�C 1 L PY 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' carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A42970.10.12-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 Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 2 of 26 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. . TdeE 1 TRI=BUILT F Couees Reference Layer Material Application BP -AA Base Ply FBC Approved ASTM D4601, Type II (Base and Ply sheets, Asphalt -Applied) HA at 20 40 Ibs/square Ply FBC Approved ASTM D2178, Type IV or VI SBS-AA (SBS, Asphalt -Applied) Cap Ply TriBuilt SBS Granular HA at 20-40 Ibs/square SBS-TA (SBS, Torch-Ap Ip ied)._ _ Cap Ply TriBuilt SBS Granular Torch -Applied 4_ �Eiase' Ply TriBw`It SA SBS Base (SBS Self -Adhering) `� " Self-Adherin g f 8' ��.-_._ Cap Ply TriBuilt APP-TA - Ba e . y or Ply Tit PPS oof�h`'- —— APP, Torch -Applied) ( lied pP � ) Torch -Applied Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular APP-SA (APP, Self -Adhering) Cap Ply TriBuilt SA APP Cap Self -Adhering 16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design-Pressure_(MDR) limitations. -The lesser of the MDP listings bel6w vs. those in Table 3A applies: — - - ----------- - ----- -- - ---- .�VAPORBARRIEROPTI0N5,,- TRUC-fURALGflNCRETf-DECK, ADHERED INSULATION FERTABLE 3A ,': , v,= a Option # Primer Vapor Barrier Insulation Adhesive MDP (psf) Type Attach VB-1. ASTM D41 TriBuilt SA SBS Base Self -Adhering Inta-Stik or CR-20, 12-inch o.c. -60.0 VB-2. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Insta-Stik, 12-inch o.c. -75.0 VB-3. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Millennium One Step Foamable Adhesive, 12-inch o.c. -157.5 VB-4. ASTM D41 TriBuilt SA SBS Cap Self -Adhering CR-20, 12-inch o.c. -270.0 VB-5. ASTM 041 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, LLC. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 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 3 of 26 tn� ,,J TRINITY I ERD TABLE 1E-2 WOOD DECKS NEW CONSTRUCTION, REROOF{TEAR OFF) OR �iEtOVER r S'STEMvTYPEE NON INSULATED, IU1E`CH,NICAL�YATTdCEIEDBASE'SHEET�BONDEf `f3i10t CQVER 6 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 SBS-AA, SBS- 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 TA, APP-TA 52.5 24-inch spans Glasbase, Firestone MB Base, JM Perma- or TruFast MP-3 with TruFast HD center rows 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 o.c. in two, equally spaced, staggered One or more SBS- SBS-SA, APP- SA, SBS-TA or -52.5* W-2 plywood at max. Elastobase Poly with poly top surface 3 with TruFast HD SA APP-TA 24-inch spans center rows 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. o.c. in two, equally spaced, staggered more BP -AA or TA, APP-TA -60.0 24-inch spans Elastobase Poly Roofgrip #12 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 o.c. in two, equally spaced, staggered One or more SBS- SBS-SA, APP- SA, SBS-TA or -60.0* W-4 plywood at max. Elastobase Poly with poly top surface Roofgrip #12 SA APP-TA 24-inch spans I I I center rows I I .... .... .i .. .„ . . ...:. Y,S .... +.- :» :.'/'�. 3r .• .-4 . Y,,, \}•� :,.y S ..... :,., a..§u.:X. , . WOODSY ION OR RE 'O(�f fEA OFF ABLE 1� :WOOD DECKS -NEW CON RUCT R R ) ,, _ 3 *� '`, , •. � n5 . ,. kr� :y '..,na �� i :::�^ ? �". .>3:f`�` A?•:'"$�<:�,gg.. 'i� 3.. 1 x x .E A ::5.". 4 $ a".. w:: � '� ry :Z:'.�L P,�., $n. r �` .�..,.G .G.p f i„\: r.±+ •,� .`,� wf"'1 � fP4 t� ,.T �;4.4' *mom r `� � a^ � - °s a._av .y T *TYPE_°F N_=INSUL�Li7ED BOh117EU O3f•G U�li;,, � � k t ° �. x� •�: �4 ar ..a �z,� .. System Roof Cover (Note 15) MDP No. Deck Primer joint reatitTent None Base Ply SBS SA (Optional) SBS-SA or apes (psf) W-5 EMT. 15 2-inch plywood (Optional) ASTM D41 SBS-SA, A P-SA, SBS- PP -TA ®� 90.0 at max. 24-inch spans -TA Min. 1 3 -inc p ywood P ywoo joints ar c ed erWIT-4-inch wideriB strips of Tuilt SA (Optional) or SBS-S SBS-SA, APP-SA, SBS-TA W-6 at max. 24-inch spans (Optional) ASTM D41 SBS Base, rolled into place to create continuous bond. TriBuilt SA SBS Base APP-TA or APP-TA 97.5 Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FL16027-112 Certificate of Authorization #9503 6TF' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 8 of 26 �11