The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEMSCANNED L Profess* nal Regulation By 10 BCIS Home I Login user Registration Hot Tc lcs I Submit Surcharge. Stats & Facts Publications F13C Staff BCIS Ste Map:,: Links Search b a r fei Product Approval f` y� USER: Public User E11== P Product Approval Menu > Product or Aoolic Search Criteria Code Version 2017 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Search Results - Aoolications >. Application -List Manufacturer fiance Method .y Assurance Entity Contract Expired ct Description ,ved for use outside HVHZ n Pressure Refine Search 16027 ALL ALL ALL ALL ALL ALL ALL EL# T M Manufacturer I Validated By St atu FL16027-R2 Revision Tri-Built Materials Group, LLC Category: Roofing Subcategory: Modified Bitum@n.Roof System John W. Knezevich, PE (954) 772-6224 Approved History Approyea by OBPR. Approvals by DBPR Shall be revievied.and ratified by the POC and/or the Commission if necessary. RECEIVED WIAR 16 2018 Pglttin9 Department St. Lucie County Contact Us ec 2602 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1024 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 rec mail to this entity. Instead, contact the office by (1), Florida Statutes,, effective October 1,.2012, emails provided may be used for official commun please provide the Department with an email ac THESE PLANS AND ALL PROPOSED WORK REQUIRED BY FIELD INSPECTORS MAY ELLTOCOMP BE NECESSARY AAPPLICABLECODES. ST. LUCIE COON REVIEWED FO IL IN REVI WE DATE g -� r PLANS AN PERMIT MUST 13 E KEPT ON ]OS SITE OR NO INSPECTIONS) WILL Be MADE f you do not want your e-mail address released in response to a public -records request, do not send electronic or by traditional mail. If you have any questions, please contact.850.487.1395. -Pursuant to Section 455.275 as- licensed .under Chapter 455, F.S. must provide the Department with an email address if they have one. The with the licensee. However email addresses are public record. If you do not wish to supply a personal address, Nhich can be made available to the public. To determine ifyou are a licensee under Chapter 455, F.S., please click here Product Approval Accepts: ®®® —®-- Credit Card Safe FILE 0 yif CONCEALED FASTENERS OR ATTACHMENTS ARETHE CONTRACTOR OR RECORD Y OF E ORD Florida Building Code Online Page 1 of 2 BCIS Home I Log In I User Registration I Hot Topics' qoFlonda Q.-J141Product Approval USER; Public User r; Product Approval Menu > Product or Application Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who del the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standarc Equivalence of Product Standards Certified By j Submit Surcharge i Stats & Facts I Publications I FBC Staff I BCIS Site Map Links i Search I Application List > Application Detail FL16027-R2 Revision 2017 Approved ■❑ Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com David Ruiz david.ruiz@tribuiltmg.com David Ruiz 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.ruiz@tribuiltmaterialsgroup.com C Richard Schurman 9050 Louisiana Street Merrillville, IN 46410 ,rich.schurman@alliedbuilding.com Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 10/06/2018 John W. Knezevich, PE ® Validation Checklist - Hardcopy Received FL16027 R2 COI 2017 01 COI Nieminen.odf Standard Year ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 FM 4470 2012 FM 4474 2011 https://floridabuilding.org/pr/pr_app_dtl.aspx =wGEVXQwtDgtFPmdYiND Wrxtft9... 3/20/2018 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 i 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-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 FL16027 R2 AE 2017 09 FINAL ER TRI- and max. design pressures. 2.) Refer to ER Section 5 for BUILT MODBIT FL16027-R2 odf ' Limits of Use. Created by Independent Third Party: Yes Contact Us:: Zl The State of Florida is an AA/EEO employer. Coovric 1 Under Florida law, email addresses are public records. electronic mall to this entity. Instead, contact the office Section 455.275(1), Florida Statutes, effective October 1 they have one. The emails provided may be used for ofl supply a personal address, please provide the Department Back Next 9QQ7-Z013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement you do not want your e-mail address released in response to a public -records request, do not send phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to )12, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if it communication with the licensee. However email addresses are public record. If you do not wish to :h 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: eChei'' M Credit Card Safe bttps://floridabuilding.org/pr/pr._app_dtl.aspx QwtDgtFPmdYiND Wrxtft9... 3 /20/2018 1 RINIIY I ERD EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 5164485 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 (203) 262-9245 Evaluation Report A42970.10.12-R2 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 6a' Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Modified Bitumen Roof Sv LABELING: Labeling shall be in accordance with t herein. CONTINUED COMPLIANCE: This Evaluation Report is va Quality Assurance documentation changes, or prow this Evaluation Report by the named client consi changes or the referenced Quality Assurance docui Evaluation Report relative to updated Code require ADVERTISEMENT: The Evaluation Report number pre advertising literature. If any portion of the Evaluati INSPECTION: Upon request, a copy of this entire Eval its distributors and shall be available for inspection requirements the Accredited Quality Assurance Agency noted until such time as the named product(s) changes, the referenced )ns of the Code that relate to the product change. Acceptance of ites agreement to notify Robert Nieminen, P.E. if the product !ntation changes. Trinity) ERD requires a complete review of this ants with each Code Cycle. ded by the words "Trinity I ERD Evaluated" may be displayed in Report is displayed, then it shall be done in its entirety. tion Report shall be provided to the user by the manufacturer or the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through d, plus a 26-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida 6C4ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. an 09/25/2017. This does notserve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, I.I.C. 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 TrinityI 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. 1 ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Modified Bitun Compliance Statement: TRI-BUILT Modifie LLC, have demonstrated compliance with t through testing in accordance with the folio, and Limitations [Conditions of Use set forth 2. STANDARDS: i TRINITY I ERD ) n Roof Systems Bitumen Roof Systems, as produced by TRI-BUILT Materials Group, following sections of the 6th Edition (2017) Florida Building Code ng Standards. Compliance is subject to the Installation Requirements Section Pro a 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: Enftl 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 P30540.11.04-R1 11/30/2009 ERD (TST6049) FM 4470/4474 P30550.12.09 12/02/2009 ERD (TST6049) Physical Properties P33960.12.10 12/30/2010 ERD (TST6049) FM 4470/4474 P33970.03.11 03/15/2011 ERD (TST6049) Physical Properties P37590.03.13-3A 03/06/2013 ERD (TST6049) FM 4470/4474 P39680.03.13 013/04/2013 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.) FIVI 4470 20SA9.AM 06/22/1999 FM Approvals (TST1867) FM 4470 3006646 Oi/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) F(V1.4470 3006115 05/02/2001 FM Approvals (TST1867) FM 4470 3012321 07/29/2002 FM Approvals (TST1867) FM 4470 3014692 09/05/2003 FM Approvals (TST1867) FM 4470 8014751 08/27/2003 FM Approvals (TST1867) FM 4470 3007170 01/13/2004 FM Approvals (TST1867) FIVI 4470 3019317 06/30/2004 FM Approvals (TST1867) FM 4470 3020703 07/3b/2004 FM Approvals (TST1867) FM 4470/4474 3018332 01/31/2006 FM Approvals(TST1867) FM 4470/4474 3023368 03/20/2006 FM Approvals (TST1867) FIVI 4470/4474 3024594 05/23/2006 Exterior Research and Design, LLC. I Evaluation Report A42970.10.12-R2 Certificate of Authorization #9503 e" EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-R2 fill -BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017 Page 2 of 4 Q"TRINITYIERD EntitV 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 Propertie PUSA-062-02-01 12/04/2007 PRI (TST5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST5878) Physical Propertie I 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 sys,ems. table 1 Roll-Goodsf{ r TRI-BUILT-Modified Bitumen Roof'Systems � '• Type yP Product Specification Reference Grade Type SBS Membranes TriBuilt SA SBS Base', ASTM D6163, Table 2 S 1 TriBuilt SBS Granular ASTM D6164 G I TriBuilt SA SBS Cap I ASTM D6164 G I APP Membranes TriBuilt APP Smooth ASTM D6222 5 I I TriBuilt APP Granular ASTM D6222 G I TriBuilt SA APP Cap I ASTM D6222 G I 5. LIMITATIONS: 5.1 This is a building code evaluation. tither TrinitylERD nor Robert Nieminen, P.E. are, .in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose.. 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 orImembrane or strip -bonded, insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss. Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention. Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. Exterior Research and Design, LLC. I Evaluation Report A42970.10.12-R2 Certificate of Authorization a9503 6, EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-R2 TRI-BUILT Modifled Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017 Page 3 of 4 5.8 For assemblies with all components assembly shall meet or exceed. critica rational analysis is permitted forthesl 5.9 For mechanically attached insulation existing deck for withdrawal resistanc to the mini mum'requirements for th FX-1 or Testing Application Standard \I I RINITY I ERD illy bonded in place, the maximum design pressure for the selected design pressure determined in accordance with FBC Chapter 16. No systems. it membrane over existing roof decks, fasteners shall be tested in the A qualified design professional shall .review the data for comparison system. Testing and analysis shall be in accordance with ANSI/SPRI AS 105. 5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane) over existing substrates in a recover installation; the existing roof system shall .be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1); 1609.3(2) or 1609.3(3). 5.13 All products in the roof assembly shall 6. INSTALLATION: 6.1 TRI-BUILT Modified Bitumen Roof Sysi LLC published installation instructions, 6.2 System attachment requirements fore Design Pressure is the result of testing the ultimate passing pressure divided applied). Refer to FBC 1609 for determi BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authori, this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for requirements. 9. QUALITY ASSURANCE, ENTITY: UL LLC —QUA9625; (314) 578-3406, k.chancell - THE 26-PAGES THAT quality assurance in accordance with FAC Rule 61G20-3. !ms shall be installed in accordance with TRI-BUILT Materials Group, ibject to the Limitations / Conditions of Use noted below. nd load resistance are set forth in Appendix 1. "MDP" = Maximum or wind load resistance based on allowable wind loads, and reflects iy 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been ation of design wind loads. Having Jurisdiction in order to properly evaluate the installation of on product locations covered for F.A.C. Rule 61G20-3 QA ul.com I PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. IEvaluation Report A42970.10A2-112 Certificate ofAuthornation #9503 6'.EDIT)ON (2017) FBC NON-HVHZ EVALUATION FL16027-R2 TRI-BUILT Modified Bit i men Roof Systems; (800) 516-1485 Revision 2: 09/25/2027 Page 4 of 4 r10 ',J TRINITY I ERD APPENDIX I: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE ; -777 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 1B Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6 1E-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 _. IF __Wood:._ ----- -- _ = NeworReroof(Tear-Off)-._ ____v_ - _ __. __- F _:_ Non -Insulated; Bonded,Roof:Cover i.,_8�' 2A Steel or Structural concrete _ New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded RoofCover 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-orReroot-(Tear-Utt) A=2 Mech.—Attached Anc>l or 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 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 TrinitylERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6n 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 \ITRINITYI 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. 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 lbs/square. ➢ Dow INSTA STIK Ctuik 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,l2-inch o.c. ➢ OMG OlyBond 500 (08500): 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. 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 fora particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: ➢ Millennium One Step Foa_mableAdhesive -(M=OSFA): MDP--157:5 psf— (Min; 0:5=Inch-thick) OMG OlyBond 500 (013500): 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 (08500): MDP -487.5 psf (Min: 0.5-Inch thick ACFoam 11) ➢ ICP Adhesive & Sealants CR-20: MDP -117.5 psf (Min.1.0-inch thick) 8. Bonded polyisocvanurate Insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDi, FM Loss Prevention Data Sheet'1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth In Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. Forfully bonded assemblies, the maximum design pressure for the selected assemblyshall meetor exceed critical design pressure determined in accordance with FBCChapter 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 1A-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 It 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, U.C. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 2 of 26 \.I TRINITY JERD 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap -sheet applications. TABLE irTRf BUILT°RooF.Coveas" Reference Layer Material Application BP -AA Base Ply FBC Approved ASTM D4601, Type 11 (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 TriBullt SBS Granular HA at 20-40 Ibs/square SBS-TA (SBS, Torch -Applied) Cap Ply TriBullt SBS Granular Torch -Applied SBS-SA Base Ply TriBuiltSA SBS Base (SBS, Self -Adhering) Self -Adhering Cap Ply TriBullt SA SBS Cap APP-TA Base Ply or Ply TriBullt APP Smooth (APP, Torch -Applied) Torch -Applied Cap Ply TriBullt APP Smooth, TriBUilt APP Granular APP-SA (APP,Self=Adhering) Cap Ply TriBulitSAAPP Cap Self -Adhering 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: .*PORBARPkR,bPTIONS,STRUCTUMCCONCRETEDECif'ADHEREUINSUTATION�PERTABLE;3A' Option # Primer Vapor Baffler Insulation Adhesive MDP (psf) Type Attach VB-1. ASTM D41 TriBullt SA SBS Base Self -Adhering Inta-Stik or CR-20, 12-inch o.c. -60.0 VB-2'. ASTM D41 'TriBullt SA SBS Cap Self -Adhering Insta-Stik,12-inch o.c. -75.0 VB-3. ASTM D41 TriBullt SA SBS Cap Self -Adhering Millennium One Step Foam able Adhesive, 12-inch o.c. -157.5: VB 4. ASTM D41 TriBullt SA SBS Cap Self -Adhering CR-20, 12-inch o.c. -270.0 VB-5. ASTM D41 TriBullt SA SBS Base Self -Adhering Millennium One Step Foamable_Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 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 IDad resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, LLC, d/b/a Trinity) ERD 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 Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26 (-)o �l TRINITY J ERD :. TABLE 1A=1:'WOOD DESKS 4- NEW CONSTRUCTION OR REROOF{TeAe OFF) SYSTEM'TYPEA-2 MECHANICALLYATTACHEDANCHOR SHEET;BONDED"INSULATION , BONDED`ROOF.COVER System Deck AnchorSheet Base Insulation Top Insulation Roof Cover (Note 15) MDP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (Pso Min. 0.25-inch Dens Polyglass G2 Base, 8-Inch o.c. In 4- Deck, Dens Deck Prime, Min.19/32- CertainTeed Glasbase, 32 go., 1-5/8- inch lap and•8- (Optional).FBC SECU ROCK Gypsum - inch plywood Firestone MB Base, JM inch diameter inch o.c. in Approved, Fiber Roof Board, Min. (Optional) SBS-AA, W-1 max. Tamko tin caps with 11 three, equally ASTM C1289, HA 0.75-inch FescoBoard HA BP -AA BP SBS-TA, -60.0 Inch spans In spans Glass Base or Glass BPerma-ase or, a annular ring g ' g s aced, P a II of lso type P y (homogeneous) or min. ( g ) APP-TA GAFGLAS #75 shank nails staggered cyanurate 0.5-inch Structodek center rows High Density Fiberboard Roof Insulation Polyglass G2 Base, 8-inch. o.c. in 4- i�lin.19/32- CertainTeed Glasbase, 32 ga.,1-5/8- inch Iap.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- -AA -SBS-TA-or- -60.0 -inchspans— -Glass-Base or GAFGLAS #75 ga.. annular ring_ spaced, �yanurpolyiso = canurate Fiber Roof Board - APPTA APP TA shank nails staggered center rows 6-inch o.c, in 4- Min. 2-Inch D-IS, OB500, Min. 19/32- 32 go., 1-5/8- inch lap and 6- ACFoam II, III, CR-20 orM- Min.0.25-inch Dens D-IS; inch plywood Polyglass Elastobase inch diameter inch o.c. in H-Shield, H- OSFA, atop Deck, Dens Prime OB500, (Optional) SBS-AA , W-3 at max. 24 or Polyglass tin caps with 12 four,. equally Shield CG, fastener ,Oeck or SECU ROCK Gypsum- CR-20 or BP -AA BP -AA SBS-TA, -60.0* Inch spans Elastobase Poly ga, annular ring spaced, Multl-Max FA3 rows, 7-inch Fiber Roof Board M-OSFA APP TA shank nails staggered orENRGY-3 oc center rows 6-inch o.c. in 4- Min. 2-inch D-IS, OB500, Min.19/32- 32 go., 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 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, I.I.C. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6TM EDITION (2017) FBC NON-HVH2 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 4 of 26 V TRINITYIERD TABUAA 2 : WOOD DECKS,-.NEW:CONSTRUCTION; REROOF (TeAR'OFF) oR RECOVER, `, SYST,EIVITYPE A 2.' IVIECHANICALLYATTACWEDANCHOR SHEET; BONDED INSULATION; SONDED 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 W 5 Inch plywood Elastobase or Polyglass Bottom Plates inch o.c, in two, Approved; Gypsum -Fiber Roof Board, (Optional) SBS-AA, SBS- at max. 24- Elastobase s uare with (square) equally spaced, q Y P ASTM C1289, HA Min. 0.75-inch FescoBoard HA BP -AA BP -AA TA, APP-TA -60,0 inch spans Roofgrip #12 staggered center type ll polyiso- (homogeneous)`ormin. 0.5- Poly cyanurate inch Structodek High Density rows ' Fiberboard Roof Insulation Min.19/32- Polyglass OMG Flat 12-inch o.c. in 4- inch lap and 12- (Optional) FBC (Optional) Inch plywood Elastobase or Bottom Plates inch•o.c. in two Approved, Min. 0.25-inch Dens Deck, One or SBS-SA, APP- W-6 at max. 24- Polyglass (square)'with equally spaced, ASTM C1289, HA Dens Deck Prime, SECUROCK HA SBS-SA more SBS- SA, SBS-TA -60.0 inch spans Elastobase Roofgrip #12 staggered center lyiso- type II f G ypsum-Fiber Roof Board SA or APP- orAPPTA Poly yanurato TA rows " TABLE 18 WOOD DECKS=NEW CONSTRUCTION; REROOF'(TEAR OFF)+oB RECOVER SYSTEM TYPE'Bi iVIECHANICALLTATTACHED BASE INSULATION, BONDED TOP,INSULATION; BONDED ROOF COVER System Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note15) 1V1DP No. Type Fasteners Attach Type Attach Base Ply Ply Cap Ply (Psf) 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 P � ENRGY 3, H-Shield Dekfast#12 or 1 per : (homogeneous) or min. 0.5-inch HA using AA Ply) AA Base) One or SBS-AA, SBS-TA, -60.0 spans or Polytherm MP-3 with TruFast DP 1.33 ft Structodek High Density.Fiberboard BP -AA more BP -AA or APP TA Roof Insulation I APP-TA Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL16027-112 Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 5 of 26 3 TRINITY I ERD TABLE 1 C:,WOOD DECKS— NEW CONSTRUCTION; REROpF (T9AR C(F. f )AR RECOVER SYSTEM TYPE C:MECHANICALLY ATTACHED INSULATION ,$ONDEDROOF COVER System Deck (Note 1) Base Insulation Top Insulation Layer Roof Cover (Note 15) MDP Type Fasteners Attach Base Ply Ply Cap Ply No. Layer (psf) Min.19/32-inch (Optional) Min. 0.5-inch Structodek High Density Dekfast Galvalume (Optional if (Optional if using AA W-8 I ood at max. P Y+N One or more layers, Fiberboard Roof Insulation or min. 0.25- Steel Hex with 1 per 1.33 2 using AA Ply) Base), One ormore BP AA SBS-AA, SBS-TA, APP- 82:5 24-inch spans any combination, inch Dens Deck, Dens Deck Prime Dekfast #12 DP ft BP -AA or APP-TA TA loose laid SECUROCK Gypsum -Fiber Roof Board (Optional) Dekfast Galvalume W 9 Min.19/32-inch plywood at max. One ormore layers, Min. 1.5-inch ENRGY 3, H-Shield or Steel Hex with Dekfast #12 DP or 1 per 1.33 SBS-SA (Optional) One or more SBS-SA APP-SA, SBS- -82.5 24-inch spans any combination, Polytherm TruFast MP-3 with ft2 SBS-SA or APP-TA TA or APP-TA loose laid TruFast DP , . . ,. I I , „. „ TABLEc1D WOUD DECKS NEIIU CONSTRUCTION, REROOF(TEAa-OFF) oR RECOVER `SYSTEMTYPED,P,RELIMINARILYATTACHEDINSULATION, MECHANICALLY ATTACHED _BASESHEET,BONDEDROOFCOVER . System Deck 1) Insulation Layer(s) Base -Sheet Roof Cover (Note 15) MDP No. _ Type-- Attach Base Fasteners Attach Base Ply Cap Ply (psfl Polyglass Elastobase, Polyglass OMG Flat Bottom Plates Min. 19/32-inch One or more layers, Prelim. Elastobase Poly, Polyglass G2 Base, (square) with Roofgrip. 12-inch o.c. in 4-inch lap and 12- (Optional) One SBS-AA, W-10 plywood at max. any combination Attached CertainTeed Glasbase, Firestone MB #14, Dekfast Hex with inch o.c. in two, equally spaced, or more BP -AA SBS-TA, -52.5 24-inch spans Base, JM Perma-Ply 28, Tamko Glass Dekfast #14 or TruFast staggered center rows or APP-TA APP TA Base orGAFGLAS #75 MP-3 with TruFast HD Min. 19/32-Inch One or more layers, Prelim. Polyglass Elastobase.or Polyglass Dekfast Hex with Dekfast 12-inch o.c. in 4-Inch lap and 12- One or more SBS-SA, APP-SA, W-11 plywood at max. any combination Attached Elastobase Poly with poly top surface #14 or TruFast MP-3 with Inch o.c. in two, equally spaced, SBS-SA SBS-TA or 52.50 24-Inch spans P TruFast HD staggered center rows APP-TA W-12 Min. 19/32-inch at max. 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, plywood 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 P staggered center rows or APP-TA APP-TA W-13 Min. 19 32-Inch / plywood at max. One or more layers, Prelim. Polyglass Elastobase or Polyglass CMG Flat Bottom Plates 12-inch o.c. in 4-inch lap and ].2- inch o:c: in two, equally spaced, One or more SBS-SA, APP-SA, 60.0° 24-inch spans an combination Y Attached Elastobase Poly with of to surface Y poly P (square} with Roofgrip #12 staggered center rows SBS SA SBS-TA or 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 #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems, (800) 516-1485 Appendix 1, Page 6 of 26 �-J'TRINITYJERD TABLE SE-1:.WOOD DECKS- NEW CONSTRUCTION oR RERC16F,(TeaR Oi F) SYSTEMTYPE E: NON -INSULATED; iV1ECHANICALLY,AT7ACHED BASE SHEET,BONDED ROOF COVER System Deck Base Sheet Roof Cover (Note 15) MDP No. (Note 1) Base Fasteners Attach Base Ply Cap Ply (psf) W-14 Min.15/32-inch plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 9-inch o.c. at 2-inch la and 18-inch o.c. in two, p (Optional) BP -AA or SBS-AA, SBS•TA -45.0* Inch spans equally spaced, staggered center rows APP-TA orAPPTA W=15 Min. 15/32-inch plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 9-inch o.c. at 2-inch lap and'12-inch o.c, in two;, (Optional) BP -AA or SOS -AA, SBS TA -52.5 Inch spans equally spaced, staggered center rows APP-TA or APP TA 32-inch Min.19 / Polyglass Elastobase, Polyglass Elastobase (Optional) One or W-16 plywood at max. Poly, Polyglass G2 Base, CertainTeed 32 ga.,1-5/8-inch diameter tin caps 8-inch o.c, in 4-inch lap and.8-inch o.c. in three; more BP -AA or SBS-AA, SBS- -60.0 24-inch spans Glasbase, Firestone MB Base, JM Perma- with 11 ga. annular ring shank nails equally spaced, staggered center rows APP TA TA, APP-TA Ply 28, Tamko Glass Base or GAFGLAS #75 Min.19/32-inch Polyglass Elastobase or Polyglass 3.2 ga.,1-5/8-inch.diameter tin caps 8-inch o.c..in 4-inch lap and 8-inch o.c. in three, (Optional) One or SBS-SA, APP- W-17 plywood at max. Elastobase Poly with poly top surface with 11 ga. annular ring shank nails equally spaced, staggered center rows more SBS-SA or SA, SBS-TA or -60.0 24-inch spans APP-TA APP-TA -W=18— 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 -90.0. plywood at max. 24- Polyglass.Elastobase Simplex,MAXX Cap inch spans equally spaced, staggeredcenter rows APP-TA or APP-TA W-19 Min.19/32-inch at plywood at max. 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 more SBS-SA or more S SBS-SA, APP- SA, SBS-TA or -97.5 Z4-incod s Elastobase Poly with poly top surface with 11 ga. annular ring shank -nails. equally spaced, staggered center rows APP TA W-20 Min. 15/32-Inch plywood at max. 24- Polyglass Elastobase Simplex iVIAXX 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 W-21 Min.19/32-Inch plywood at max. Polyglass Elastobase or Polyglass 32 ga.,1-5/8-inch diameter tin caps 6-inch o.c. In 4-inch lap and 5-inch o.c. in four, (Optional) One or more BP -AA or SBS-AA, SBS- -112.5 24-inch spans Elastobase Poly with 11 ga. annular ring shank nails equally spaced, staggered center rows APP TA TA,.APP-TA Min. 2-Inch 32 ga., 1-5/8-Inch diameter tin caps $BS-SA, APP- W-Z2 wood plywood at max. 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 SA; SBS TA or -112.5 24-inch spans Elastobase Poly with poly top surface Note: Tin caps are to be primed with equally spaced, staggered center rows more APP TA App-TA ASTM D41 primer. Exterior Research and Design, I.I.C. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6Tn 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 7 of 26 \T�RINITY I ERD TABLE AE-4; WOOD DECKS '" NEW CONSTRUCTION; ;REROUF `(Teas F bWRECOVER, STEM TYPE E;'.NON'INSULATEO, MECHANICALLY ,'AtTAClH1EDBA:S 0 ' ESAEkt,"B NPEDIRO FCOVER,� system Deck 1) Base Sheet Roof.Cover (Note 15) IVIDP No. (Note Base Fasteners Attach Base Ply Cap Ply (psi) Min. 19/32-Inch Polyglass Elastobase; Polyglass Elastobase Poly, Polyglass G2 Base, CutainTeed 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. Glasbase, Firestone MB Base, JM Perma- 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 Ply 28, Tamko Glass Base or GAFGLAS #75 or Trul'ast MP-3 with TruFast HD center rows APP-TA Min. 19/32-Inch Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast#14 orTruF-ast 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 Polwith oltosurface y pyp 3 ith TruFast HD w O.C. In two, equally spaced, staggered SA SA, SBS-TA or -52.5* 24-Inch spans center rows APP-TA Min. 19/32-lnch 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. Intwo, equally spaced, staggered more BP -AA or TA,.APPzTA -60.0 24-inch spans center rows APP-TA W-4 Min. 19/32-Inch plywood at max. Polygl;ms 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-SAi.APP- SA, SBS-TA or -60.0* _,_24--ifich —spans tosurface — _-Eintobase.Poly-with.polyp- -Roofgrjp-#,12 I SA TABLE 40ii'WOOL) DECKS NEW CONSTRUCTION oa kkdqF�(Tea4-OFF) SYSTEM TYPE F:NON-INSULATEb, BONDED ROOFCOVtR System Deck Primer Roof Cover (Note 15) MDP Joint Treatment Base Ply Ply Cap Ply No. (psf) Min . .1573 i-'l n ai,'plywo odi.. _T _i� - 4 - (0, tiona TSfi�Z417� _ ��; -SA-- i{Optwnal)'SBS SA fl. _:SbS-SA_,AlR_P=SA SBS-TA - - I kKiL 4,inch.spqns -None �AP 'TA__ F7 or - 7�kp P_f _TO_C_ w- 7 6 Min. 15/32-inch plywood (Optional) ASTIVI D41 . Plywood joints are.covered with 4-inch wide strips of TriBuilt SA TrlBuilt SA SBS Base (Optional) SBS-SA or SBS_SA, APPLSA, SBSTA -97.5 1 at max. 24-Inch spans I SBS Base, rolled into place to create continuous bond. APP-TA orAPP-TA Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FLI6027-RZ Certificate of Authorization #9503 6 TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Niemfnen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 8 of 26