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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online ,N, Page 1 of 2 `1 N. Fw7'0-s$--� a. a BCIS Home I Lo91n 1 User ReglsVatlon Ho[Topia Submit Surcharge Statsa FaU Pubilrabons FBC staff BCIS Site Map Unk ssarrh j �.FWda r Product Approval USER: Public user sl.i°.a,aw Proaact APoroval Mrnu> ProauR or Aoollcatien Search > Aoolira[ion List> pppliratlon Detail FL # Application Type Code Version Application Status SCANNED BY Comments St. Lucie County Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL16027-R2 Revision 2017 Approved BE ST. LUCIE COUNTY BUILpr]v ON REVIE11TD FOR COYIP 'C REV�{VEp BY DATE / PLANS AND PERMIT MUS BE KEPT ON JOB OP. NO INSPECTION WIL BE MADE. Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com David Ruiz david.rulz@tribuiltmg.com David Ruiz THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMP6Y WITH A6 APPWQAAA 00RAII East Roue Rutherford,t17North 07073 CONCFALEQ FASTENERS OR ATTACHMENTS (20 )842-2rbuiltma[erlalsgroup.com AAETHERESPONSI8ILMOFTHE daviCGNTRAOfQROF RECORD 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 Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/06/2018 Validated By John W. Knezevich, PE Certificate of Independence Referenced Standard and Year (of Standard) W, Validation Checklist- Hardcopy Received FL16027 R2 COI 2017 01 COI Niemin n odf Year ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 FM 4470 2012 FM 4474 2011 Equivalence of Product Standards Certified By FILE COPY https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtFPmdYiND... 3/13/2018 Florida Building Code Online Page 2 of 2 ie Sections from the Code Product Approval Method Date Submitted Date Validated I Date Pendingr F13C Approval , ( Date Approved Summarv-of.Produc'ts I, 7 1JT : N. (? T',1,1 Gl'. i r 1,T ;', 11COli; I 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 EL16027 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.) Th2 Design Pressure noted in this application Evaluation Reports refer3 to-olie 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 Cimits-of Use. 'r.tt+ Created by Independent Third Party: Yes l-WA-IT;'i%K;CiI„'qa Bark N¢zt Contact Us:: 2601 Blair Stone Road, Tallahassee FL 2399 Phone: 850-487-1824 ' The Stale of Florida is an WEED employer. Copvdeht 6007-2013 state of Florida.:: Ptivacv Statement :: A 'bil_5g.5 N Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response M a public -records request, do not send �. electronic mail to this entity. Instead, contact the office by phone or by tredltional mail. If you have any questions, please contact 850.487.1395.'P.muant to Sectlon 455.275(I), 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 emalls provided may be used for of uc al communication with the licensee. However email addresses are public record. If you do not wish M supply a personal address, please provide Me Department with an email address which can be made available to Me public To determine If you are a licensee under chapter 455, F.S., please click here . product Approval Accepts: PM WMEA, ® a® M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 3/13/2018 l-WA-IT;'i%K;CiI„'qa Bark N¢zt Contact Us:: 2601 Blair Stone Road, Tallahassee FL 2399 Phone: 850-487-1824 ' The Stale of Florida is an WEED employer. Copvdeht 6007-2013 state of Florida.:: Ptivacv Statement :: A 'bil_5g.5 N Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response M a public -records request, do not send �. electronic mail to this entity. Instead, contact the office by phone or by tredltional mail. If you have any questions, please contact 850.487.1395.'P.muant to Sectlon 455.275(I), 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 emalls provided may be used for of uc al communication with the licensee. However email addresses are public record. If you do not wish M supply a personal address, please provide Me Department with an email address which can be made available to Me public To determine If you are a licensee under chapter 455, F.S., please click here . product Approval Accepts: PM WMEA, ® a® M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 3/13/2018 .. TRINITY ERD APPENDIX 1: ATrACHMENTREQUIREMENTS FOR WIND UPLIFT 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 18 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 SD Wood New, Renoof (Tear -Oft) 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 Nan -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 20 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 30 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation. Bonded Roof Cover , _„. 3B structural concrete New or Reroof (Tear -Oft) 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 56 CWF New, nerooT I I ear-un) or Necover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 21 SC 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 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 68 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 Nan -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: D Wood: Minimum 0.75-inch penetration. ➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. D 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 QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Exterior Research and Design, U.C. d/b/a Trinity[I Evaluation Report A42970.30.12-112 for FL36027-R2 Certificate of Authorization 49503 67"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (8001 516-1485 Appendix 1, Page 1 of 26 \ TRINITY 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, banded 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). 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 25-30lbs/square. ➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to I -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 ox. ➢ 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. D OlyBond Classic (OB Classic): Full coverage at 1 gal/square. D 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 staggeredfrom layer -to -layer a distance ofone-half the ribbon spacing. ➢ Nate: 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 maybe substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to'increase the MOP listings In the tables; rather if MOP 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): MOP -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) ➢ DMG OlyBond 500(OB500): MOP -187.5 psf (Min. 0.5-inch thick ISO 95+GL) D OMG OlyBond 500 (OB500): MOP -315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OMG OlyBond 500 (OB500): MOP -487.5 psf (Min. 0.5-inch thick ACFoam II) D ICP Adhesive & Sealants CR-20: MOP -117.5 psf (Min. 1.0-inch thick) 8. Banded 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 WD3, 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 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 F%-1 or Testing Application Standard TA5105. 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 TA5124. 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 89503 6m EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (BD0) 516-1485 Appendix 1, Page 2 of 26 VTRINITYIERD TABLEIE-2: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEMTYPEE: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Base Sheet Roof Cover (Note 15) MDP No. Deck (Nate 1) Base Fasteners Attach Base Ply Cap Ply (Psf) Min. 19/32-Inch Polyglass Elastobase, Polyglass Elastobase OMG Fla[ 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, t Hex with Dekfas[ #14 o.c. in two, equally spaced, staggered more BP -AA or SBS-AA, SBS- -52.5 24-loth Spans Firestone MBe M Perma- -3 with or TruFast MP-3 with TruFast HD Center rows APP-TA TA, APP-TA Ply 28, T, or G Ply 28, Tamko Glass Base or GAFGLAS #75 Min. 19/32-Inch Polyglass Elastobase or Polyglass Dekfas[ Hex with Dekfast #14 orTruFast 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 I 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 TABLESF: 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- in.1' .15�32`-inc .pywood Opllooll AA D-41 ''- allon d585�A`"-" - -(Optonal):SBS;SA or= pAPP-T .SBS-SArAPP.SA,SeSTP.,— y a max. and span o APVTA 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 or APP-TA Exterior Research and Design, LLC. d/b/a Trinity) ERD Certificate of Authorization 09503 Prepared by: Robert Nieminen, PE-59166 0 EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-112 Revision 2: 09/25/2017 Appendix 1, Page 8 of 26 1 �.1 I RININ (ERD 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. .,_ ..I ,. ., N11,.... . •TABLE S;TRI-BUILT ROOF COVERS .'..... - .,. .... .. ,.... Reference Layer Material Application BP -AA (Base and Ply sheets, Asphalt -Applied) Base Ply FBC Approved ASTM D4601, Type II 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 -Applied) Cap Ply TriBuilt SBS Granular Torch -Applied SBS-SA (SBS, Self -Adhering) Base l lase Self-AdheringCap TrB.iAB APP-TA APP, Torch -Applied) ( PP- ) Base Ply or Ply TriBuil[ APP Smooth Torch -Applied Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular APP-SA (APP, Self -Adhering) Cap Ply TriBuilt SA APP Cap Self -Adhering g 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 BARKER OPTIONS; STRUCTURALCONCRETE DECK; ADHERED INSULATION PERTABLE 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 SeS Cap Self -Adhering Insta-Stik, 12-inch o.c. -75.0 VB-3. ASTM D41 TriBuilt SA SeS Cap Self -Adhering Millennium One Step Foamable Adhesive,12-inch o.c. -157.5 VB-4. ASTM D41 TriBuilt SA SeS 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 HERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Authorization#9503 6raEDITION (2017)FBC NON-HVH2 EVALUATION Revision 2: 09/25/2017 Z Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26 3/6/2018 Florida Building Code Online t t Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 09/30/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products 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 HVH2: No FL16027 R2_II_2017 09_FINAL Al ER TRI- Approved for use outside HVHZ: Yes BUILT _MODBI.T_EL16027-R2 Rdf 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 and EL16027_@2_6E_2017_0_FINAL_(;g_11I_ max. design pressures. 2.) Refer to ER Section 5 for Limits of BUILT _MODBIT_FL16027-R2.p f Use. Created by Independent Third Party: Yes Back Ne l Contact Us :: 2601 Blair Stone Road, Tallahassee R 32399 Phone: 850-487-1824 The State of Florida is an AA/Ee0 employer. 5ggyright 2007-2013 State of Florida.:: Pnvacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall 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 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 male available to the public To determine if you are a Ilcensee under Chapter 455, F.S., please dick bgrg_ Product Approval Accepts: Fag RW--q xl 157 SecuritymFCRICS' t V , http://www.faridabuilding.org/pr/pr_app_dd.aspx?param=wQEVXQwtDgtFPmdYit4DW6t(l9YUwv%2fLXRbpak6f2jJGiyowhthu4Qa/a3d%3d 2/2 3/6/2018 Florida Building Code Online Y Ky r 4r . Fl!,.. - EMS Home I Log in user Registration Hot Topics Submit Surcharge I Stags a Facts publications FBC staff I acts site Map Links I Search a_f bpr Product Approval USER: Public User Product Aooroval Menu > Product or Appl�atlon Search > 80A a ig—List> pppaoation Detail Dh' 1 FL 4 FL16027-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived =. Product Manufacturer Tri-Built Materials Group, LLC Address/Phone/Email PO Box 70 Rutherford, NJ 07070 (800)516-1485 david.ruiz@tribuilfmg.com Authorized Signature David Ruiz david.miz@tiibuiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 david. miz@tribui ltmaterialsgrou p. corp Quality Assurance Representative C Richard Schunnan Address/Phone/Email 9050 Louisiana Street Merrillville, IN 46410 rich.schuman@allledbuilding.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 Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/06/2018 Validated By John W. Knezevich, PE L Validation Checklist - Hardcopy Received Cert(Flcate of Independence FL16027 B2_C0_2017_g;_C0i Nieminen.pilf 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 hftp:lAvww.floddabuilding.org/prlpr app dd.aspx?parem=wGEVXQwtDgtFPmdYiNDWlxtft9YUwv%2f.XRbpak6f2jJGiyowhthu4Q°/a3dp/a3d 112 3/6/2018 Florida Building Code Online 'i 1 •. 1MMWae BCIS Home Log In _I User Registration Hot lbpics I Submit Surcharge Stabs & Facts Publications MC Stag BCIS Site Map Unks I Search -I Florida s (•,..1" Product Approval -I�) USER: Publl<User w 5 :.'vJ Caa, Product ARnroval Menu > product or ARolicatian Search > Application IJst Search Criteria Refine Search Code Version 2017 FL# 16027.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Ac olications EL# Iyp-e Manufacturer Validated By- Status FL36027-R2 Revision Tri-Built Materials Group, LLC FL*: FL16027.1 John W. Knezevich, PE (954)772-6224 Approved Model: TRI-BUILT Modified Bitumen Roof Systems Description: SBS and APP modified bitumen roof systems Category: Roofing Subcategory: Modified Bitumen Roof System 'APpmvW by DBPR. Approvals by DBPR shall be reviewed and mUffed by the MC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employen,CRRy119ht 2007-2013 Stag of FloHda :: Privacy Statement:: Amesslbility Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released in response m a public -records request, do not send electronic mail to this entity. Inroad, contact the office by phone 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 45$ 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 am public record. If you do not wish to supply a personal address, please provide the Department with an email address which ran be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click hem . Product Approval Accepts: FFUq W, R� iCAerl fffl Credit Card Safe hltp:/Iwww.floridabuilding.org/pr/pr app_Ist.aspx 1/1 \J TRINITY i ERD APPENDIX I: ATrAcHmENT REQUIREMENTS FOR WIND UPLIFT REsismcf 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 IB Wood New, Reroof (Tear -OH) or Recover B Mech. Attached Base insulation, Bonded Top Insulation, Bonded Roof Cover 5 SC Wood New, Reroof (Tear -Oft) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6 3E-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7 IE-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8 t 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 38 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 53 CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor5heet, Bonded Insulation, Bonded Roof Cover 21 SD 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 68 Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor5heet, 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. D 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, partite, gypsum -based roof board or mineral -wool roof board that meets the OA 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-R2 Certificate of Authorization #9503 6r" EDITION (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 1 of 26 1 1 KININ 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). 6. Unless otherwise noted, insulationadhesiveapplication rates areas follows. Ribbon or bead width isat theiime of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ HA (HA): Full coverage at 25-30lbs/square. ➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. D Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ➢ OMG OlyBond 500 (OB50o): 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 (08 Classic): Full coverage at 1 gal/square. - D 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 Rat 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 MOP listings in the tables; rather if MOP 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): MOP -157.5 psf (Min. 0.5-Inch thick) ➢ OMG OlyBond 500 (08500): MOP 45.0 psf (Min. 0.5-Inch thick Multi -Max FA-3) ➢ OMG OlyBond 500 (OB500): MOP -187.5 psf (Min. 0.5-Inch thick ISO 95+GL) ➢ OMG OlyBond 500 (OB500): MOP -315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OMG OlyBond 500 (08500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II) ➢ ICP Adhesive & Sealants CR-20: MOP -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/SPRIWD1, 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-S or Testing Application Standard TAS 105. 12. For existing substrates Ina 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 appllcation. 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 l ERD Evaluation Report A42970.10.12-112 for FL16027-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 Modified Bitumen Roof Systems; (800) 516.1485 Appendix 1, Page 2 of 26 \\ TRINITY ERD 15. Unless otherwise noted, refer to the following references for bonded base, ply or tap sheet applications. TABLE 1: TRI-BUILT ROOF COVERS Reference Layer Material Application BP -AA Base Ply FBC Approved ASTM D4601, Type If HA at 20-0Olbs/square Ply FBC Approved ASTM D2178, Type IV orVl (Base and Ply sheets, Asphalt -Applied) SBS-AA Cap Ply TriBuilt SBS Granular HA at 20-40lbs/square (SBS, Asphalt -Applied) SBS-TA Cap Ply TriBullt SBS Granular Torch -Applied (SBS, Torch -Applied) SBS-SA Base Ply TriBullt SA SBS Base Self -Adhering (SBS, Self -Adhering) Cap Ply TriBuilt SA SBS Cap - APP-TA Base Ply or Ply TriBuilt APP Smooth Torch -Applied Cap Ply TJBuilt APP Smooth, TriBuilt APP Granular (APP, Torch -Applied) APP-SA Cap Ply TriBuilt SAAPP 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 MOP listings below vs. those in Table 3A applies: VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; ADHERED INSULATION PERTABLE 3A OptionP Primer Vapor Barrier Insulation Adhesive MOP (psf) Type Attach V13-1. ASTM D41 TriBuiIt SA SBS Base Self -Adhering Inta-Stik or CH-20,12-inch o.c. -60.0 VB2. ASTM-D41 TriBuittSA SBS Cap Self -Adhering Insta-Stik,12-inch oic -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-S. 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 PG300 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 H ERD Evaluation Report A42970.30.12-R2 for FL16027-RZ Certificate of Authorization #9503 67 EDITION (2017) FBCGNON.HVHZ EVALUATION Revision 2:09125/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26 �TRINITYJERD TABLE IA-1: WOOD DECKS— NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEMTYPEA-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor5heet Base Insulation Top Insulation Roof Cover (Note 15) MDP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (Psf) Min. 0.25-inch Dens Polyglass G2 Base, 8-Inch o.c. In 4- Deck, Dens Deck Prime, Min. 39/32- Certa(nTeed Glasbase, 32 ga., 1-5/8- inch lap and 8- (Optional) FBC SECUROCK Gypsum - inch plywood Firestone MB Base, JM inch diameter inch o.c. in Approved, Fiber Roof Board, Min. (Optional) SBS-AA, W 1 at max. 24- Perma-Ply 28, Tamko tin raps with 11 three, equally ASTM C3289, HA 0.75-inch FescoBoard HA BP -AA BP -AA SBS-TA, -60.0 Inch spans Glass Base or ga. annular ring spaced, type II polyiso- (homogeneous) or min. 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- 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, -inch diameter inch o.c. in Approved, Deck, Dens Deck Prime, One or APP-SA, W-2 Tamko PermGlass tin caps with 11 ring three, equally ASTM C1289, II HA Gypsum- SE UROCKFiber HA SBS-SA more SBS- SA or SBS-TA or -60.0 in h spans- inch spans or Glass Base or Base ga. annular g spaced, P type polyiso- Roof Fiber Roof Board APP TA • GAFGLAS#75 shank nails staggered cyanurate AP APP-TA center rows • 6-inch o.c. in 4- Min. 2-inch D-I5, OB500, Min.19/32- 32 ga.,1-5/8- inch lap and 6- ACFoam 11, III, CR-20 or M- Min. 0.25-inch Dens D-IS, Inch plywood Polyglass Elastobase inch diameter Inch o.c. in H-Shield, H- OSFA, atop Deck, Dens Deck Prime 08500, (Optional) 58S-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 OBSOD, 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 ar APP TA shank nails staggered AP P TA center rows or ENRGY-3 oc Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.30.12-R2 for FL36027-R2 Certificate of Authorization 49503 6'"EDITION (2017) FOCNON-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 4 of 26 �I TRINITY I ERD TABLE SA-2: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER 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) MOP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (Pso 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 in two, inchequally Approved, Gypsum -Fiber Roof Board, _ (Optional) SRS-AA;SBS- at max. 24 Polyglass (square) with lly equally spaced, ASTM C3289, HA min. HA BP -AA BP AA BP -AA TA APP TA -60.0 Inch spans Elastobase Roofgdp #12 staggered center cyan II polyiso- (homon. geneous) 0. eninch) or (homogeneous) or min. Poly - cyanurete Density inch Structodek High Density rows Fiberboard Roof Insulation Polyglass yg 12-Inch o.c. in 4- - (Optional) FBC , (Optional) - Elastobase or •OMG Flat inch lap and 12- Approved, Min. 0.25-inch Dens Deck, One or 5B5-SA,APP- W-6 inch plywood 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 in max. 24- inchspans Elastobase (square) with Roofgdp #12 equally spaced, red center type ll polyiso- Gypsum -Fiber Roof Board SA or APP- or APP-TA Poly cyanurate ,. TA rows rows TABLE IS: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDEDTOP INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation layer Roof Cover (Note 15)� _ MOP No. Deck (Note I) 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. 24inch p ENRGY 3, H-Shield Dekfast #12 or TrgFast Y per" - (homogeneous) or min. D:9-inch HA . using AA Ply), AA Base) One or - -AA,-AA,-SBS-TA, •60.0 spans or Polytherm MP-3 with TruFast DP 1.33 ftt Structodek High Density Fiberboard BP -AA more BP -AA or APP-TA Roof Insulation APP-TA Exterior Research and Design, U.C. d/b/a Trinity HERD Certificate of Authorization #9503 61 EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.30.12-R2 for FL36027-R2 Revision 2: 09/25/2017 Appendix 1, Page 5 of 26 \JTkINITY1 ERD TABLE IC: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEMTYPEC: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System ystm Base Insulation Top Insulation layer Roof Cover (Note 15) MDP Deck (Note 1) Layer (Psf) Type Fasteners Attach Base Ply Ply Cap Ply Min. Inch (Optional) Min. 0.5-inch Structodek High Density st .(Optional if (OptiBase) nal AA W-8 od at plywood a[ max. One or more layers, Fiberboard Roof Insulation or min. 0.25- Steel Steel Hex with Hex with 1 per 1.33 using AA Ply) One or more 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 U12 DP ttr BP -AA or APP-TA TA loose laid SECUROCK Gypsum -Fiber Roof Board (Optional) Dekfast Galvalume W-9 Min. 19Inch d at plywood at max. One or more 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 fe SBS-SA or APP-TA TA or APP-TA loose laid SmFast DP - •�� 'TABLE ID:'WOODDECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPED: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER ^ System Insulation'layer(s) Base Sheet - Roof Cover (Note 15) MDP No. Deck (Note i) Type Attach Base Fasteners Attach - Base Ply Cap Ply (pso Polyglass Elastobase, Polyglass • OMG Flat Bottom Plates - Min. 19/32-inch One or more layers,. Prelim. Elastobase Poly, Polyglass G2 Base, - - : (square) with Roofgrip - `#14, • 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 ' Dekfast Hex with - Inch o.c. In two, equally spaced, or more BP -AA 585-TA, -52.5 24-inch spans Base, JM Perma-Ply 28, Tamko Glass Dekfast#14 or TruFast staggered center rows or APP-TA APP-TA Base or GAFGLAS#75 MP-3 with TruFast HD Min.19/32-inch One or more layers,' Prelim. Polyglass-Elastobase or Polyglass. Dekfast Hex with-Dekfast 12-inch o.c. in4inch lap and _12- One or more SBS-SA, APPSA, 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• 241nch spans . TruFast HD- staggered center rows APP TA Min. 19/32-inch One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates 12-Inch o.c. in 4-Inch lap and 12- (Optional) One SBS-AA, W-12 plywood at max. any combination Attached - Elastobase Poly (square) with. Roofgrip#12 inch o.c. in two, equally spaced, ' or more BP -AA SBS-TA, -60.0 24-inch spans staggered center rows or APP-TA APP-TA Min. 19/32-inch 12-inch'ocin 4-inch lap and 12- . SBS-SA, W-13 plywood at max. One or more layers, Prelim. Polyglass Elastobase. Elastobase or Polyglass OMG Flat Bottom Plates inch o.t, in two, equally spaced, One or more APP-SA, -60.0' 24-inch spans any wmbination Attached Elastobase Poly with poly top surface • (square) with Roofgrip #12 staggered center rows .SBS-SA SBS-TA or ^ - APP-TA Exterior Research and Design, U.C. d/b/a Trinity]ERD Certificate of Authorization #9503 Prepared by. Robert Nieminen, PE-59166 Evaluation Report A42970.10.12-R2 for FL16027-R2 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 6 of 26 \ TRINITY ERD TABLE3E-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) Base Fasteners Attach Base Ply Cap Ply (Psf) Min. 15/32-inch 9-inch o.c. at 2-Inch la and 18-inch o.c. in two, p (Optional) BP -AA or 5B5-AA, 505-TA W-14 plywood at max. 24- Polyglass Elastobase SlmplerMA%%Cap equally spaced, staggered center rows APP-TA or APP-TA -05.0• Inch spans Min. 15/32-inch 9-inch o.c. at 2-inch lap and 12-Inch o.c. in two, (Optional) BP -AA or SBS-AA, SSS-TA W-15 plywood at max. 24- Polyglass Elastobase Simplex MA)0(Cap equally spaced, staggered center rows APP-TA or APP-TA -52.5 inch spans Min. inch Polyglass Elastobase, Polyglass Elastobase (Optional) One or Poly, Polyglass G2 Base, CertainTeed 32 ga., 1-5/8-inch diametertin caps 8-inch o.c. in flinch lap and 8-inch o.c, in three, 5B5-AA, SBS- W-16 od at 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 28Tamko Glass Base or GAFGIAS #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 iri three, (Optional) One or SBS-SA, APP- W-17 p4-inch Elastobase Poly with poly top surface with 11 ga. annular ring shank nails equally spaced, staggered center rows -SAor -SA, SBS-TA or -60.0 pans 24-inch spans - APP-TA 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 MAx%Cap equally spaced, staggered center rows APP-TA or APP-TA 90.0 inch spans Min. 19/32-inch - Polyglass Elastobase or Polyglass _ 32 ga., 1-5/8-inch diameter tin caps 4-Inch o.c. in flinch lap and 4-inch o.c. in four, (Optional) One or SBS-SA,APP- W-19 plywood at max. Elastobase Poly with poly top surface with 11 ga. annular ring shank nails. equally spaced, staggered center rows more SBS-SA or SA, SB5-TA or -97.5 24-inch spans APP-TA APP-TA Min. 6-inch D.C. at 2-inch lap and 6-inch o.c. in three, (Optional) BP -AA or S8S-AA, SBS-TA W-20 plywoodod at at max. 24- Polyglass Elastobase Simplex MAl(X Cap equally spaced, staggered center rows APP-TA orAPP-TA -105.0 inch spans Min. 19/32-Inch Polyglass Elastobase or Polyglass 32 ga., 1-5/8-inch diameter [in caps 6-inch o.c. in flinch 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 Min. inch 32 ga,-1-5/8-inch diameter tin ups SBS-SA, APP- W-22 od at 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 -1125 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, U.C. d/b/a Trinity H ERD Evaluation Report A42970.10.12-112 for FL36027-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; (890) 516-1485 Appendix 1, Page 7 of 26 `J TRINITY ERD TABLE 1E-2: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEMTYPEE: 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 Poly, Polyglass G2 Base, CertainTeed OMG .FIatBottam.Plates (square)with 12-inch o.c..in 4-inch lapandl27inch (Optional) One or SBS-AA, SBS- W-1 plywood at max. Glasbase, Firestone MB Base, JM Parma- Rooigrlp #14, Dekfast Hex with Dekfast #14 o.c. in two, equally spaced, staggered more BP -AA or TA APP TA -52.5 24-loch spans Ply 28Tamko Glass Base or GAFGLAS #75 or TruFast MP-3 with TruFast HD center rows APP-TA 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-5A, APP- W-2 plywood at max. Elastobase Poly with poly top surface 3with 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, 535 W-3 plywood at max. Elastobase Poly Roofgrip #12 in two, equally spaced, staggered more BP -AA or TA APP TATA -60.0 24spans center rows center APP-TA Min. 19/32-Inch -Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-inch o.c. in flinch lap and 12-inch One or more SBS- SBS-SA, APP- W-4 plywood at max. Elastobase Poly with poly top surface Rootgrip #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 Deck Primer Roof Cover (Note 25) MDP Joint Treatment - Base Ply Ply Cap Ply No. IPsf) W� Min. 15/32-inch.plywood ' None "585-5A (Optional)5B5-5A or I SB5-SA, APP-SA, 5BS-TA -90:0 at max. 24inch spans(Optfonal)ASTMD41 P 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 565 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 or APP TA Exterior Research and Design, LLC, d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 e EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-RZ for FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 8 of 26 1 1 KINITY ERD TABLE 2A: STEEL OR STRUCTURAL CONCRETE DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B: MECHAMCALLYATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation layer Roof Cover (Note 15) MOP No. Deck (Note 1) Type Fasteners Attach Type Attach Base Ply Ply Cap Ply (Psf) Min. 22 ga., typeB, Min.15 Dekfast Hex with Dekfast #14, Trufast .Min.D.75-inch. FescoBoard -(Optional. if, wing SC-1. Grade 33 steel or ACFoam II, ENRGY MP-3 with Trufast HD or 1 per 2 ftz (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 Daly Plate 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. 22ga.,type B, Min. 2-inch Dekfast Hex with Min. 0.75-inch FescoBoard (Optional if using - Grade 33 steel or ACFoam II, ENRGY � kf# Deast 14, Trufast z (homogeneous) or min. 0.5-inch (Optional if using AA Base) One or SBS-AA, SBS- -2' min. 2,500 psi 3, H-Shield or - MP-3 with Trufast HD or 1 per 4 ft Structodek High Density HA AA Ply) BP -AA more BP -AA or TA, APP-TA -45.0• structrual concrete Polytherm OMG 3-inch Galy 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 SC-3. Grade 33 steel or ENRGY 3, H-Shield -' Dekfast #14 or TruFast 1 per1:33 (homogeneous) or min: 0:5-inch HA (Optional if using AABase) "One or SOS -AA, SBS- '90.0 min. 2,500 psi or Polytheml MP-3 with TmFast HD ftz 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-loth Dekfast Hex with Min. 0.75-Inch FescoBoard BP -AA (Top surface One or more SBS-SA, APP- SC-0. 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 ASiM layers, SBS-SA or SA, SBS-TA -90.0 min. 2,500 psi or polythene MP-3 with TruFast HD itStructodek 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 (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 ftz TA APP TA structrual concrete laid - BP -AA AA or APP-TA. . - Min. 0.5-Inch Structodek High - Min. 22ga.,type B, One or more layers, Density Fiberboard Roof Dekfast Galvalume Steel Hex with - -j (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#14or 1 per 1.33 z using AA Ply) Base) One or more BP- SBS-AA,-TA SBS- -82.5 min. 2,500 psi Deck, Dens Deck Prime or TruFast MP-3 with TruFast DP ft TAAPP , structrual concrete loose laid - SECUROCK Gypsum -Fiber Roof (steel only) or HD BP -AA AA or APP-TA Board Min. 22 ga., type B, (Optional) Dekfast Galvalume Steel Hexwith '" SBS-AA,SBS- Grade 33 steel or One or more layers, Min. 1.5-inch ENRGY 3, H-Shield Dekfast #12 (steel only) or #14 or 1 per 1.33 (Optional) One or more TA, SBS-SA, SC-7. min. 2,500 psi any combination, or Polytherm TruFast MP-3 with TruFast DP - ;ftz SBS-SA SBS-SA or APP-TA APP-TA, APP- -82.5 structrual concrete loose laid "" - - (steel only) or HD - - - SA " Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6r" EDITION (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 9 of 26 -, TRINItY ERD • TABLE 2Q, STEEL OR STRUCTURAL CONCRETE DECKS -NEW CONSTRUCTION, REROOF(TPAR-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 3) Type Attach Base Fasteners Attach Base Ply Cap Ply (Psi) 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-S. Grade 33 steel or min. layersany , Prelim. Elastobase Poly orJM Perma- with Roofgrip #14, Dekfast Hex and 18-inch o.c. in two, more BP -AA or APP- SBS-AA, SBS- -45.0• psi structrual combination Attached P1y28 with Dekfast or TruFast MP-3 equally spaced, staggered - TA TA, APP-TA concr concrete with TruFast HD HD center rows 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 SC-9. Grade 33 steel or min. layers, any. Prelim. Base, CertainTeed Glasbase, with Roofgrip #14, Dekfast Hex and 12-inch o.c. in two, BP APP- SBS-AA, SBS- 2,500 psi structrual Attached Firestone MB Base, JM Perma- with Dekfast #14 or TmFast MP-3 equally spaced, staggered more -AA or TA,APP-TA -52.5 concrete' combination .Ply 28, Tamko Glass Base or with Tru6st HD center rows TA GAFGIAS #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 coin. 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 tap surface with Dekfast #14 or TruFas[ MP-3 equally spaced, staggered or APP-TA concrete with TwFast 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. layers, any Prelim.' Polyglass Elastobase or with Roofgrip #12 (steel only) or and 12-inch stag in two; more BP -AA or APP- SBS-AA,SBS- -60.0 2,500 psi structrual combination Attached Polyglass Elastobase Poly #14 equally spaced, staggered TA TA, APP-TA concrete center rows Min. 22ga., type B, One or more Polyglass Elastobase or OMG Flat Bottom Plates (square] 12-inch o.c. in 4-Inch lap SBS-SA, APP- Grade 33 steel or coin. layers, layers, any Prelim. .Polyglass-Elastobase -Roly.with -with Roofgrip #12 (steel onty).or and 12-Inch stag in two, -One or -more SBS-SA SA, SBS-TA -60.0• 2,500 psi stroctrual. combination Attached poly top surface #14- equally spaced, staggered or APP-TA concrete I center rows - Min. 22 ga., type B, One or more SC-13. Grade 80 steel or min. layers, any Prelim. TrlBullt 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 psi structrual combination Attached with Dekfast HS wide, heat -welded side lap TA concrete concrete Min. 22 ga., type B, One or more SC-14. Grade 80 steel or min. layers, any Prelim. TriBuilt APP Smooth Trufast 2A in. Barbed Seam 12-inch o.c. in the 6-inch (Optional) APP-TA SBS-TA, APP- -82.5 psi stmctrual combination Attached - Plates with Trufast EHD Fasteners wide, heat -welded side lap 7A concrete concrete � , . .. 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 layers, any Prelim. TriBull[APP Smooth OMG Flat Bottom Plates with lap and stag in two, (Optional) BP -AA or SBS-AA, SBS- -112.5 cumin. psi structrual combination Attached - OMGRoofgrip#14 spaced, equally spaced, staggered APP-TA TA, APP-TA TA concrete concrete center rows Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for F1.16027-112 Certificate of Authorization #9503 6' EDITION (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 10 of 26 \I TRINIT1( ERD ' TABLE3A: 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 [mutation layer Top Insulation layer Roof Cover (Note 15) MDP No. peck Primer Type I Attach Type Attach Base Ply Ply Cap Ply (Psf) SEu,ADHERW G SYSTEMS WDN BASE INSUTAnON AND OPnomi.TOP INSULATION OF THE SAME TYPE: Structural (Optional) Min. 1.5-inchH-Shield or Multi -Max (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C-1 concrete ASTM D41 FA3 0.15 base insulation 0.1S SBS-SA SBS-SAor APP-TA SBS-TAor 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 It or ENRGY 3 D-IS base insulation 0.15 SBS-SA SBS-SA or APP-TA SBS-TAor 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. l.S pcf lnsulfoam D-IS insulation D-IS SBS-SA SBS-SAor APP-TA SBS-TAor APP-TA -157.5 Structural (Optional) additional layers of base (Optional) One or more SBS-SA, APP-SA, C� None Min. 1.5-inch, min. 2.0 pcf lnsulfoam OB500 OB500 SBS-SA •120.0 concrete insulation SBS-SA or APP-TA SBS-TA or APP-TA Structural (Optional) additional layers(s) of - -(Optional) One or more 'SBS-SA, APP-SA, C-5 concrete None Min. 1.5-inch ENRGY3 OB500 base insulation OB500 SBS-SA SBS-SAor APP-TA SBS-TA or APP-TA -127.5 Structural (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C 6 concrete None Min. 1.5-inch ACFoam II or H-Shield OB500 base insulation OBSOO SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -150.0 Structural Min. 1.5-inch ACFoam II, ENRGY 3, H- (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C7 concrete None Shield or Multi -Max FA3 - M-0SFA base insulation M-0SFA SBS-SA SBS-SAor APP-TA SBS-TA or APP-TA -232.5 C-8 Structural None Min. 1.5-inch, min. 2.0 pcf lnsulfoam 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 Min. S.S-inch ACFoam II,,ACFoam III, (Optional) additional layers(s) of (Optional) One more SBS-SA, P-SA, C-9 concrete concrete None ENRGY 3, H-Shield, H-Shield CG, Multi- CR-20 base Insulation Cft-20 SBS-SA SB5-SA or APP-TA -SBS-TA or APP-TA -270.0 Max FA3or ISO95+GL f - Structural OR (Optional) additional layers(s) of OB (Optional) One or more SBS-SA, APP-SA, C-SO None Min. 2-Inch ACFoam ll or H-Shield Classic Classic SBS•SA -270.0 concrete (FULL) base insulation (FULL) SBS-SAor APP-TA SBS-TA or APP-TA ral Min. 1.5-inch ACFoam II, ACFoam III, (Optional) additional layers(s) of (Optional) One more SBS-SA, APP-SA, - C-11 concrete concre ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA - base Insulation HA SBS-SA SBS-SAor APP-TA 585-TA or APP-TA -080.0 Multi -Max FA3 SELF' -ADHERING SY5TEMS WRN BASE INSULATION AND COVERBOARD: Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA,APP-SA, C-12 None Min. 1.5-inch Multi -Max FA3 D-IS 0.15 S05-SA -67.5 concrete Fiber Roof Board _ SBS-SAOr APP-TA SBS-TAor APP-TA Structural Min. 0.25-Inch Dens Deck, Dens (Optional) One or more 5BS-SA,APP-SA, C-13 concrete None Min. 1.5-inch, min. 2.0 pcf lnsulfoam DAS Deck Prime D-IS _ SBS-SA SBS-SAor APP-TA S&S-TAor APP-TA -120.0 _ 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-14 concrete None Shield D-IS Fiber Roof Board D-IS SBS-SA 5BS-SAor 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-15 None Min. 1.5-Inch ENRGY3 08500 - OB500 SBS-SA -127.5 concrete Deck Prime - - SBS-SAor APP-TA SBS-TA 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 #9503 6'"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09125/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 11 of 26 \1 TRINITYERD TABLE3A:STRUCTURALCONCRETE DECKS- NEW CONSTRUCTION okREROOF(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) MOP 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 None OB500 0B500 SBS-SA -150.0 concrete IS095+GL _ Deck Prime SBS-SAor 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-17 None OB500 OB500 585-SA 247.5 concrete Shield Fiber Roof Board SBS-SAor APP-TA SBS-TA or APP-TA Structural Min. 1.5-inch ACFoam ll, 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-SAor APP-TA SBS-TA or APP-TA -232.5 Structural Min. 2-inch ACFoam II, ENRGY-3or H- Min. 0.25-inch SECUROCK Gypsum- (Optional)' One or more SBS-SA, APP-SA, C-19 None M-OSFA M-OSFA SBS-SA -247.5 concrete Shield Fiber Roof Board SBS-SA or APP-TA' SBS-TAor APP-TA -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-20 585-SA _240.0 concrete Deck Prime 5B5-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 SECUROCKGypsum- - (Optional) One or more SB5-SA, APP-SA, C-21 concrete None 1.0-inch ISO 95+GL, H-Shield, H-Shield CR-20 Fiber. Roof Board. CR-20 S85-SA SBS-SAor APP-TA SBS-TAor APP-TA -240.0 CG or ENRGY 3 - Structural Miri. 2-inch ACFoam II, ENRGY-3 or H- Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, C-22 concrete None Shield CR-20 Fiber Roof Board CR-20 SB5-SA SBS-SAor APP-TA SBS-TA or APP-TA -247.5 Structural ' OB Min. 0.25-inch SECUROCK Gypsum- OB (Optional) One or more SB5-SA, APP-SA, C-23 None Min. 2-inch ACFoam II or H-Shield - Classic Classic SBS-SA -350.0 concrete Fiber Roof Board SBS-SA or APP-TA SBS-TA or APP-TA (FULL) (FULL) Min. 1.5-inch ACFoam It, ACFoam III, Structuml Min. 0:25-inch SECUROCK Gypsum- (Optional)One or more SBS-SA, APP-SA, C 24 ASTM 041 ENRGY 3, H-Shield, H-Shield CG or HA HA SB5-SA -350.0 concrete Multi -Max FA3 Fiber Roof Board ,. SBS-SA or APP-TA SBS-TAor APP-TA ASPHALT AND/OR ToR[H APPHED SYSTEMS: I Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-25 None Min. 2-Inch ACFoam II or H-Shield 0.15 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 OB500 OB500 BNAA 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 It or H-Shield OB500 OB500 APP-TA APP-TA -232.5 concrete Fiber Roof Board I APP TA Structural Min..0.25-inch SECUROCK Gypsum- (Optional) One or more C 29 concrete None Min. 2-inch ACFoam If or H-Shield M-OSFA Fiber Roof Board M-OSFA BP -AA BP -AA SBS-AA -225.0 Structural Stru - Min. 0.25.4nch SECUROCK Gypsum= (Optional) One or more C-30 None None 2-inch ACFoam Min. m II or H-Shie PA-OSFA M-OSFA - APP-TA`' AP�P-TA -232.5 concrete - � - - - - - - Fiber Roof Board- � - � - - - -- APP-TA - - -I - Exterior Research and Design, U.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization R9503 6r" 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 v I KINITY ERD 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) MOP No. Deck Primer Type Attach Type Attach Base Ply Ply Cap Ply (Pso Min. 1.5-inch Ultm-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-Shleld, 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. 1.3-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 ' Structural (Optional)Min. 2-inch ACFoam ll or H- OB Min. 0.25-inch SECUROCK Gypsum- OB (Optional) One or more C-33 .concrete None Shield Classic Fiber Roof Board Classic BP -AA BP -AA SBS-AA -225.0 (FULL) (FULL) 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. SECUROCK Gypsum- (Optional) One or more C-35 ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA HA BP -AA SBS-AA -225.0 comae concrete Multi -Max FA3 Fiber Roof Board Roof BP -AA Structural Min. 1.5-inch ACFoam II, ACFoam III, Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more C-36 ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA HA APP-TA APP-TA -232.5 concrete Multi -Max FA3 .Fiber Roof Board APP TA (Optional if (Optional if using AA C 37 Structural ASTM 041 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 APP-TA BP -AA AA or APP-TA ACFoam 11, ACFoam (Optional if ing AA onal lorsmor C-38 Structural ASTM D41 ENRGY 3,I H Shield, H-Shield CG ornch HA HA Min. 0.75-inch Fesco Board HA using AA Ply) Base) One more SBS-AA, SBS-TA, -290.0 concrete Muhi-Malt FA3 One or more AA or APP-TA APPTA BP -AA (Optional if Structural Min..0.5-Inch.Structodek.HighDensity .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 BP -AA AA or APP-TA APP TA Min. 1.5-inch ACFoam II, ACFoam III, (Optional if (Optional if using AA Structural Min. 0.5-inch Structodek High using AA Ply) 5B5-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 or Base) One or more BP- APP TA 480.0 Multi -Max FA3 - AAor APP- BPAA Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization 09503 6rx 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 ERD'\ TRINITY E TABLE 3A: STRUCTURAL CONCRETE DECKS— NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER SEE NOTE M 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 ACFoam II, ACFoam III, (Optional if (Optional if using AA Structural using AA Ply) SBS-AA, 5B5-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 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 313: STRUCTURAL CONCRETE DECKS— NEW CONSTRUCTION OR REROOF(TEAR-OFF) . SYSTEM TYPE F:NON-INSULATED, BONDED BASE SHEET, BONDED ROOF COVER - System No. Deck Primer Roof Cover (Note 15) MOP (PSQ Base Ply Ply Cap Ply C-43 Structural concrete ASTM D41• SBS-SA (Optional) SBS-SAorAPP-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) 8P-AA or APP-TA SBS-AA, SBS-TA, APP-TA -622.5 Exterior Research and Design, LLC. d/b/a Trinity]ERO 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 14 of 26 \J TRINITY ERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS— NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPEA-1: BONDED INSULATION, BONDED ROOF COVER System Deck Ughtweight 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) SELFADNERING SYSTEMS WITH BASE INSULATION AND OPnONALTOP INSULATION OF THE SAMETYPE: 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 ar 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 11, ACFoam III, ENRGY 3, (Optional) Addit lonal (Optional) One or SBS-SA, APP- LWC-0 concrete 2-inch Elastizell ISO 95+GL, H-Shield, H-Shield CG, Multi -Max LR-20 layers of base Insulation CR-20 SBS-SA more SBS-SA or SA, SBS-TA -180.0 FA3 APP TA- , or APP 7A Structural Min. 200 psi, min. (Optional) Additional (Optional) One or SBS-SA, APP- LWC-5 concrete Celcore or Min. 2.0 pcf Insulfoam CR-20 layers of base insulation CR-20 SBS-SA more SBS-SA SA -222.5 Meari earlcre[e - Structural Min. 200 psi, min. Min. 1.5-Inch ACFoam II, ACFoam III, ENRGY 3, (Optional) Additional (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 concrete Meadcrete 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 -Finer Roof Board APP-TA or APP-TA One or SBS-SA, APP- LWC-8 Structural Min. 200 psi, min 2- Min. 1.5-Inch ACFoam ll, ENRGY 3, ISO 95+GL OB500 Min. 0.25-Inch SECUROCK OB500 SBS-SA more SBS-SA or SA,585 -225.0 concrete inch Elastizell or H-Shield Gypsum -Fiber Roof Board APP-TA ' 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 ISO 95+GL, H-Shield, H-Shield CG, Multi -Max CR-20 CR-20 I • SBS-SA more SBS-SA or SA, SBS-TA -180.0 concrete 2-Inch Elastizell FA3 or min. 2.0 pcf Insulfoam Gypsum -Fiber Roof Board APP-TA or APP-TA Strultural 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-20 2-inch Celcore or ISO 95+GL, H-Shield, H-Shield CIS, Multi -Max CR-20 CR-20 SBS-SA more SBS-SA or SA, SBS-TA -2225 concrete Mearlcrete FA3 or min. 2.0 pcf Insulfoam Gypsum -Fiber Roof Board APP-TA, or APP-TA ASPHALT AND/OR TORrH APPLIED SYSTEMS: (Optional) One or LWC-11 Structural Min. 200 psi, min 2- Min.1.5-inch ACFoam II, ENRGY 3, 15095+GL OB500 Min. 0.25-inch SECUROCK 08500 BP -AA, more BP -AA or APP- SBS-AA,SBS- -225.0 concrete inch Elastizell or H-Shield Gypsum -Fiber Roof Board- APP-TA TA TA, APP-TA Structural Min. 200 psi, min. Min.1.5-Inch ACFoam 11, 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 FL16027.RZ Certificate of Authorization #9503 6r" 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 15 of 26 �l I JRJNIN I ERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION OR REROOF(TFAR-OFF) SYSTEMTYPEA-1: BONDED INSULATION, BONDED ROOF COVER System Deck Lightweight Base Insulation layer Coverboard Roof Cover (Note 15) MOP No. (Note 1) Concrete (Note 14) Type' Attach Type Attach Base Ply - .Ply Cap Ply (Psi) Structural Min. 200 psi, min. - Min. 1.5-Inch ACFoam II, ACFoam ill, ENRGY 3, Min.-inchSECUROCK DP.AA, (Optional) One or SBS-AA,SBS- LWC-13 concrete 2-Inch Celcore or 15095+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 Meadcrete FA3 or min. 2.0 pcf lnsulfoam TA TABLE 4B: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) I SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Lightweight Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MOP Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply No. (Note 3) Concrete(Note 14) (Psi) Min. 1.5-inch Min. 22 a., g 7-inch o.c. at (Optional)Min. Thermaroof Composite, (Optional if Type B, Min. psi , - flinch lap and 1.5-Inch Poly[herm Composite or (Optional using AA Base) " LWC-14 vented steel oved Approve GAFGLAS DMG [R 7-inch o.c. in ACFoam It, H- HA min. 0.5-Inch StruRodek HA using AA Ply) One or more SBS-AA, SBS- -45.0 at max. 5 R cellular LWC g75 BSF two, equally Shield, Multi- High Density Fiberboard BP -AA BP -AA orAPP- TA, APP-TA spaced center Max FA3 or Roof Insulation or min. spans rows Polythene 0.75-inchFescoBoard TA "(homogeneous) Min. 22 ga., 7-inch o.c. at Min. 1.5-inch Type B, 4P Min. 300 psi p 4-inch lap and ACFoam 11, H- (Optional) One APP- SBS-SA,TA LWC-15 vented steel Approved GAFGLAS -OMG CR 7-inch o.c. In Shield, Multi- HA N/A SBS-SA or more SBS-SA SA, SBS-TA -45.0 at max. 5 it cellular LWC #75 BSF two, equally Max FA3 or ,None or APP-TA or APP-TA Spam p spaced center PoI h ens rows - Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ Certificate of Authorization k9503 6r" 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 TRINITY ERD TABLE 4C: LIGHTWEIGHT CONCRETE DECKS— NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEMTYPEE: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER � Base Sheet (Note A below)' Roof Cover (Note 15) System • Deck Lightweight Concrete (Note 14) MOP (Psi) Type No. (Note 1)• (Note A) Fasteners Attach Base Ply tap Ply 'GENERIC CELLULAR LIGHTWEIGHT INSULATING CONCRETE: - 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 of53 lbfwhen field ofthesheet BP -AA tested per TAS 105 orAN51/SPRI FX-1 CELCORE CELLULAR LIGHTWEIGHT INSULATING CONCRETE: Min. 0.0179-inch " 7ensilform 5-75 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 o Min. 200 psi, min. 2-Inch thick Celcore BI, 92, 83 or 87 OMG CR BPF two, equally spaced, staggered rows in the BP AA SBS-AA -37.5 750.0205-Inch ft spans 75 at max.5ftspans or field of the sheet structural concrete Min. 22 ga., type B steel Trufast FM-90 or ]-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. -inch thick Celcore 2 B3 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 - Bl, B2, B3, 94, 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, Bll OMG OR BPF two, equally spaced, staggered rows in the BP AA SBS-AA -45.0 or structural concrete or 812 field of the sheet Min. 22 ga., type B steel BI, 82, 63, 04, 7-inch o.c. in a 3-inch lap and 14-inch o.c. in o One or more LWC-20 at max 6 ft spans or Min. 225_ psi, min.2-inch thick Celoci B7,B8,310,B11 OMG.CR.8PF .two, equallyspaced,.staggered rows in the Oneo SBS-AA -45.0 structural concrete or B12 field of the sheet Min. 22 ga., type S steel B3, B2, 83, B4, 9-Inch o.c. in a 3-Inch lap and 9-inch o.c. In One or more LWC-21 at max 6 it spans or Min. 225 psi, min. 2-inch thick Celcore MF B7, 88, 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 A, SBS- LWC-22 at max 5ftspans or MF Min. 225 psi, min. 2-Inch thick CelcoreTA B3 or B2 Nail two, equally spaced, staggered rows In the BP -AA or APP- TA or APP-TA or -05.0 structural concrete ' _ _ field of the sheet TA Min. 22 ga., type B steel 82 poly- Trufast Twin Loc- 9-Inch o.c. in a 4-Inch lap and 18-inch o.c. in One or more SBS-5A, APP- LWC-23 at max 5 ft spans or Min. 225 psi, min. 2-Inch thick Celcore MF top surface) film top Nail two, equally spaced, staggered rows In the SBS-SAor SA, Slil -45.0 structural concrete field ofthe 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 It 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- in a 4-inch lap and 8-inch 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 qu. center three equally spaced, staggered center rows SBS-SA or SA, 585 TA -60.0 structural concrete APP-TA - or APP-TA Exterior Research and Design, LLC, d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Authorization d9503 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 17 of 26 Q TRINITY ERD - I - TABLE4C: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION OR REROOF(TEAR-OFF) - • SYSTEMTYPEE: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Base Sheet (Note A below) Roof Cover (Note 35) System Deck Lightweight Concrete (Note 14) MDP Type - No. (Note 1) - Fasteners Attach Base Ply Cap Ply (Pro _ (Note A)_ 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 R spans or Min. 300 psi, min. 2-inch thick Celcore BI 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 30-inch o.c. in a 4-inch lap and SO -Inch o.c. in (Optional) BP- SBS-AA, SBS- LWC-27 at max 5 fir spans or structural concrete Min. 300 psi, min. 2-inch thick Celtore MF Elastobase Poly Trufast FM-260 - three equally spaced, staggered center rows AA or APP-TA _ TA, APP-TA _ A0.0 ELAsTizELL CELLULAR LIGHrwEiGHT INSULATING CONCRETE: Min. 0.0179-Inch - Tensilform S-75 or min. 0.0205-Inch Tensilform Mine psi, min. 2-inch thick Elastizell Bl�thiough Trufast FM-90 or 7.5-Inch o.c. in a 3-inch lap and 7.5-inch o.c. - in in One or more APP- 75 at max, 5 It spans or 11 Range I I Bl2 OMG CR BPF two, equally spaced, staggered rows the field of the sheet BP -AA or TA TA or APP-TA TA or -30.0 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 75-inch G.C. One or more SBS-SA, APP- LWC-29 0.0205-inch Tensilform Range 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 It 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 It spans or Range 11 8]through Bl 2 OMG CR BPF two, equally spaced, staggered rows in the BP -AA or APP- TAor APP-TA -45.0 structural concrete field of the sheet TA Min, 22 ga., type B steel Min. psi, min. 2-inch thick Elastizell B2 (with poly- Trufast FM-90 or 74ncii'o.c, in a 3-inch lap and 7-incho.c. in One or more SBS-SA, APP- LWC-31 at max 5 ftspans or a 11 Range 11 film top surface) OMG CR BPF two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -05.0 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 4-Inch lap and 6-inch o.c. In - SBS-AA, $BS- LWC-32 at max 5 R spans or with Zell -Crete Fibers, supple -mentally 82 Nails (min. 1.8- three, equally spaced, staggered rows in the One or more TA, SBS-SA, -60.0 structural concrete attached with Roofgrip g21 and 3-inch inch) field of the sheet BP AA APP-TA or plates at 1 per 8 ft2- APP SA Min. 350 psi, min: 2-inch thick Elastizell Min. 22 ga., type B steel with Zell -Crete Fibers, supple -mentally B2 (with Poly- Trufast Twin Loc- 6-inch o.c. in a 4-Inch lap and 6-Inch o.c. in SBS-SA or SBS-SA, APP- LWC-33 at max 5 ft spans or attached with Roofgrip q21 and 3-Inch film tap surface) Nails (min. 1.8- three, equally spaced, staggered rows in the- APP-TA SA, SBS-TA -60.0 structural concrete plates at l per 8 ft2 - inch) •. field of the sheet or APP-TA MFANLCRETE CELLULAR LIGHTWEIGHT INSULATING CONCRETE: Min. 24 ga., type B steel - Trufast FM-90 orOne 7.5-Inch o.c.-In a 3-inch lap and 10-Inch o.C. or,more LWC-34 at mak5ftspans or Min. 200 psi, min. 2-inch thicKf4learkrete 81 through BlY- In two; equally spaced, staggered rows in the 5B5-AA -30.0 structural concrete OMG CR BPF field bf the sheet BP AA Exterior Research and Design, LLC. d/b/a TrinityI ERD Evaluation Report A42970.1012-112 for FL16027-R2 Certificate of Authorization R9503 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 18 of 26 �TRINITY ERD TABLE 4C: LIGHTWEIGHT CONCRETE 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 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 Trufast FM-90 or 7-Inch o.c. in a 4-inch lap and 7-Inch o.c. In One or more A, 585- LWC-35 at max 5 itspansor 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 (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 It spans spans or Min. 300 psi, min. 2-loth 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 III, 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 A, SBS- LWC-37 at max 5ftspans or Min. 300 psi, min. 2-Inch thick Mearlcrete gll OMG CR BPF two, equally spaced, staggered rows in the BP -AA or APP- -52.5 structural concrete field of the sheet TA TA or TA or APP-TA Min. 22 ga., type B steel B2 (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 tap surface) OMG CR BPF two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -52.5 structural concrete I I I field ofthe sheet APP-TA or APP-TA A. Base Sheets options are coded as follows: ➢ 131: Polyglass G2 Base;82: Polyglass Elastobase or Polyglass Elastobase Poly,83: GAFGLASN75;84: GAFCMSStratavent Mailable Venting Base Sheet;65: GAFGLASPly4;B6: GAFGLASFIexP1y6; B7:JM Perma Ply No. 28; 88: JM Vensalotion; B9: JM GlasPly IV; B30: JM GlasPly Premier, B31: Tomko Glass -Base; B12: Tamko Vapor -Chan Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL36027-112 Certificate of Authorization #9503 bra EDITION (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 19 of 26 \,JTRINITYI ERD TABLE SA: CEMENTITIOUS WOOD FIBER DECKS —NEW CONSTRUCTION OR 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 (Ps) Minnch ACFoam II, Min. 0.25-inch Dens Deck, Dens Deck Prime, (Optional) One or Min. 2.5-Inch Tectum D-IS or SECUROCK Gypsum -Fiber Roof Board or min. 0.5- D-IS or SBS-AA, 585-TA, CWF-1 Plank or Tectum LS Plank 95+GLH-Shield ISO 95+G, , OB500 inch Structodek High Density Fiberboard Roof OB500 BP -AA more BP -AA or APP- APP TA -45.0 Polytherm, ENRGY-3 TA 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 585-SA or (Optional) One or SBS-TA, SBS-SA, CWF 2 Plank or Tectum LS Plank ISO 95+GL, H-Shield, 08500 SECUROCK Gypsum -Fiber Roof Board OB500 APP-TA more SBS-SA or APP TA APP SA -45.0 Polytherm, ENRGY-3 APP-TA Min. 1.5-inch ACFoam 11, Min. 0.25-inch Dens Deck, Dens Deck Prime, O honal One or ( P ) Min. 2.5-inch Tectum SECUROCK Gypsum -Fiber Roof Board or min. 0.5- SBS-AA, SBS-TA, CWF-3 Plank or Tectum LS Plank ISO 95+GL, H-Shield, CR-20 Inch Structodek High Density Fiberboard Roof CR-20 BP -AA more BP -AA or APP- APP TA -52.5 Polytherm, ENRGY-3 Insulation TA 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 SBS-TA, SBS-SA, CWF-4 Plank orTectum LS Plank H_ShtENRG Cft-20 SECUROCK Gypsum -Fiber Roof Board CR-20 APP TA more 5BS-5A or APP TA APP SA -52.5 -; Poly[herm, ENRGY-3 therm, PolISOytherm, APP-TA Exterior Research and Design, U.C. d/b/a Trinity ) ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6P 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 20 of 26 `J I KIN1TY ERD TABLE SB: CEMENTITIOUS WOOD FIBER DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEMTYPEA-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 Fastener Attach Type Attach Type Attach Base Ply Ply Cap Ply (Psf) Min. 1.5-inch Min. 0.25-inch Dens Deck, Dens Mi Inch Polyglass 9-Inch o.c. in 4-inch ACFoam II,ACFoam Deck Prime, SECUROCK Gypsum - (Optional) Elastobase, Trufast lap and 12-inch o.c. Fiber Roof Board, Min. 0.75-Inch SBS-AA, CWF-5 Tecctt urnPlank Polyglass Inuldek in two, equally III, 15095+GL, H- HA FescoBoard (homogeneous) or HA BP -AA One or more SBS-TA, -30.0' or Tectum IS Elastobase Poly, Loc-Nail spaced, staggered Shield, ENRGY 3, min. 0.5-inch Structodek High BP -AA or APP-TA Plank Polyglass 62 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, 15095+GL, H- HA Deck Prime, SECUROCK Gypsum- HA or APP- One or more SBS-SA, _30.0' or Tectum LS Elastobase Poly, Loc-Nail spaced, staggered Shield, ENRGY 3, - Fiber Roof Board TA SBS-SA or APP-TA, Plank Polyglass G2 Base center rows Polythene or Multi- APP TA APP SA Max FA3 Min.1.5-Inch Min. 0.25-inch Dens Deck, Dens Min .2.5-inch Polyglass 9-Inch o.c. in 4-Inch ACFoam 11, ACFoam Deck Prime, SECUROCK Gypsum - (Optional) Tectum Plank Elastobase, Trufast lap and 18-inch o.c. III, ISO95+GL, H- Fiber Roof Board, Min. 0.75-inch One or more SBS-AA, CWF 7 or Tectum IS Polyglass Twin in two, equally Shield, ENRGY 3, HA FescoBoard (homogeneous) or HA BP -AA BP -AA or SOS -TA, -45.0' Plank Elastobase Poly, Loc-Nail spaced, staggered Poly[herm or Multi- min. 0.5-inch Stmctodek High APP-TA APP-TA Polyglass G2 Base center rows Max FA3 Density Fiberboard Roof - -- - 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) SOS -TA, CWF-8 Tectum Plank Polyglass Twin in two, equally III, 15095+GL, H- HA Deck Prime, SECUROCK Gypsum- HA or APP- One or more 585-5A, -45.0' or Tectum LS Elastobase Poly, Loc-Nall spaced, staggered Shield, ENRGY 3, Fiber Roof Board TA SBS-SA or APP-TA, Plank Polyglass G2 Base center rows Polytheism or Multi- APP-TA APP-SA Max FA3 Exterior Research and Design, U.C. d/b/a Trinity(ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ Certificate of Authorization #9503 6rR 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 21 of 26 `J I KINITY ERD TABLE SC: CEMENTITIOUS WOOD FIBER DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEMTYPEB: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Base Insulation layer Top Insulation layer I Roof Cover (Note 15) MOP No. Deck (Note 1) ryp a 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 I(Optional if using (Optional if using AA SBS-AA, CWF-9 Tectum Plank or Shield or with Polymer GypTec or TruFast I 1 per 4 it 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 I APP-TA TABLESD: CEMENTITIOUS WOOD FIBER DECKS— NEW CONSTRUCTION, REROOF (TFAR-OFF) OR RECOVER SYSTEMTYPEC: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note 1) Base Insulation layer (Psf) Type Fasteners Attach Base Ply Ply Cap Ply Min.turn inch (Optional) One or Min. 0.25-Inch Dens Deck, Dens Deck Prime (Optional if using SOS -AA, WF-10 Tectum Plank or more layers, any or SECUROCK Gypsum -Fiber Roof Board or Trufazt Twin Loc-Nails , 1 per 2 it' (Optional If using Base) One or more P-AA e B SBS-TA, -45.0 Tectum LS Plank combination, loose min. 0.5-Inch Stmctodek 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) SYSTEMTYPEE: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER - System Base Sheet Roof Cover (Note 15) MOP No. Deck (Nate 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 or Tectum 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 -45.0 Exterior Research and Design, U.C. d/b/a TrinityI ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Authorization 89503 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 526-1485 Appendix 1, Page 22 of 26 �t TRINITY ERD TABLE 6A: GYPSUM DECKS— REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation layer Top Insulation layer Roof Cover (Note 15) MOP No. Deck (Notes 1 & 12) (Pso Type Attach Type Attach Base Ply Ply Cap Ply G-1 Existing, sound poured gypsum Min. 2.0 pdInsulfoam OB500 (Optional) additional layers(s) of base - .08500 SRSSA (Optional) One SBSSA, APPSA ,112.5 or gypsum plank deck , Insulation or more SBS-SA Existing; sound poured gypsum Min.1.5-inch ACFoam II, ENRGY 3 or (Optional) additional layers(s) of base (Optional) One SBS-SA,APP-SA,-1125 G 2 or gypsum plank deck H-Shield OB500 Insulation OB500 SBS-SA or more SBS-SA SBS-TA or APP-TA-TA orAPP-TA Existing, sound ppured gypsum Min. 3.5-frith ACFoam II, ENRGY 3 or Min. SECUROCK Gypsum- (Optional) One SBS-SA, APP-SA, G-3 or gypsum plank deck H-Shield or min. 2.0 pcf, Insuifoam OB500 Roof Fiber Roof Board OB500 SBS-SA or more SBS-SA, SBS-TA or APP-TA -1125 - - - orAPP-TA Existing, sound poured gypsum Min.1.5-inch ACFoam Il, ENRGY 3, (Optional) additional layers(s) of base - (Optional) One SBS-SA, APP-SA, G-4 or gypsum plank deck - H-Shield or Multi -Max FA3 M-OSFA Insulation and/or min. 0.25-inch M-OSFA SBS-SA or more SBS-SA SBS-TA or APP-TA - -202.5 SECUROCK Gypsum -Fiber Roof Board 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 Existing,sound poured p gypsum Min. 0.25-inch SECUROCK Gypsum- ,(Optional) One SBS-SA, APP-SA, G-6 or gypsum. plank deck Min. 1.5-inch, 2.0 pd insulfoam CR-20 Fiber Roof Board CR-20 SBS-SA or more SBS-SA SBS-TA or APP-TA d40.0 orAPP-TA Min. 0.25-inch Dens Deck, Dens„ _ (Optional (Optional if using G-7 Existing, sound poured gypsum Deck Prime or SECUROCK Gypsum- CR-ZO - None N/A if using AA Base) One or SBS-AA, 5BS-TA, -245.0 or gypsum plank deck Fiber Roof Board AA Ply) more BP-AAor APP-TA - - - BP -AA APP-TA - I - Existing, sound poured gypsum Min.1.5-inch ACFoam ll,-ACFoam ill, (Optkmal) additional layers(s) of base (Optional) One SBS-SA, APP-SA, G-8 _ orgypsum plank ENRGY 3, H-Shield, H-Shield CG or CR-2D _ _insulation and/or min. 0.25-inch CR-20 SBS-SA _ or more 505-SA SBS'TA or APP-TA -257.5- Multi -Max FA3 SECUROCK Gypsum -Fiber Roof Board orAPP-TA Exterior Research and Design, LLC, d/b/a Trinity(ERD Evaluation Report A42970.10.12-112 for FL36027-R2 Certificate of Authorization 49503 hie 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 \ TRINITY ERD TABLE 6B: GYPSUM DECKS— REROOF(TEAR-OFF) ' SYSTEM TYPE A-2: MECHANICALLYATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP System Deck No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply Ipsf) (Note 11) 9-Inch o.c, in 4- Min. 1.5-Inch Min. 0.25-inch Dens Deck, Dens Existing, sound Polyglass Trufast FM- inch lap and 18- ACFoam II, ACFoam Deck Prime, SECUROCK Gypsum - (Optional) poured gypsum Elastobase, 75 or FM- Inch o.c. in two, III, IS095+GL, H- Fiber Roof Board, Min. 0.75-inch One or more SBS-AA, G-9 PolyglassHA 90 or Twin equally spaced, Shield, ENRGY 3, FescoBoard (homogeneous) or HA BP -AA BP-AAor SBS-TA -05.0• por lank deck plank deck Elastobase Poly, Loc-Nails staggered center Polytherm or Multi- min. High APP TA APP-TA Polyglass G2 Base rows Max FA3, Density Fiberboard Roof Den0.sity board Rook Fiberboard Insulation TABLE 6C: GYPSUM DECKS— REROOF(TEAR-OFF)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 (Optional) One or Min. 0.25-Inch Dens Deck, Dens Deck Existing sound more layers, any Prime or SECUROCK Gypsum -Fiber 0.5-inch Tndast Twin Loc- Nails 3-Inch 1 2 h x (Optional if AA Ply) (Optional if using AA Base) One SOS -AA, 585- 45.0' G-10 poured gypsum or combination, loose Roof Board or min. (min. per using or more BP -AA or APP-TA TA, APP-TA gypsum plank fleck laid Structodek High Density Fiberboard embedment) BP -AA Roof Insulation TABLE 60: GYPSUM DECKS —REROOF(TEAR-OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System . Base Sheet Roof Cover (Note 25) MDP No. Deck (Note 1) Base Fasteners (Note 11) Attach Base Ply I Cap Ply (PSI Existing sound poured Polyglass Elastobase, Polyglass Elastobase Tnifast 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, U.C. d/b/a TrinityI ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ -Certificate of Authorization 0503 6r" 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 \ TPJNITY I ERD TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation layer Roof Cover (Note 15) MDP No. Substrate Type Attach Type Attach Base Ply Ply Cap Ply (Psf) Existing (Optional) additional layers(s) of base Onenr more SBSSA,APPSA, R1 asphaltic roof Min. 1.5-inch Multi -Max FA3 D-IS InsulSECUROCK ion or D-IS SBS-SA SBS-SA or APP-TA 585-TA or APP-TA -67.5 Roof SECUROCK Gypsum -Fiber Roof Board R-2 Existing Min. 2.0 pcf Insulfoam D-IS (Optional) additional layers(s) of base D-IS SBS-SA (Optional) One or more SBS-SA, APP-SA -90.0 asphaltic roof insulation SBS-SA Existing Min.1.5-inch ACFoam II or ENRGY 3 or min. Min. 0.25-Inch SECUROCK Gypsum -Fiber D-15 SBS-SA (Optional) One or more SBS-SA, APP-SA, -90.0 R-3 asphaltic roof 2.0 pcf lnsulfoam D-IS Roof Board SBS-SAor APP-TA SBS-TAor APP-TA Existing (Optional) additional layers(s) of base (Optional) One or more SBS-SA, APP-SA, R-0 asphaltic roof Min.1.5-inch ACFoam II or ENRGY 3 D-IS insulation and/or min. fh D-IS SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -90.0 SECUROCK Gypsum -Fiber Roof Board R-5 Existing "Min. 1:5-inch, min. 2.0 pcf lnsulfoam OB500 ,(Optional) additional layers of base OB500 -SBS-SA (Optional) One or more SBS-SA, APPSA -120.0 asphaltic roof insulation SBS-SA R-6 Existing Min. 1.5-Inch, min. 2.0 pcF lnsulfoam OB500 Min. 0.25-inch SECUROCK Gypsum -Fiber OB500 SBS-SA (Optional) One or more SBS-SA, APP-SA, -120.0 asphaltic roof Roof Board SBS-SA or APP-TA SBS-TAor APP-TA Existing Min. 1.5-inch ACFoam II, ENRGY 3 or H- (Optional) additional layers(s) of base (Optional) One or more SBS-SA, R7 asphaltic roof Shield OB500 insulationand/orn-Fibern. OB500 SBS-SA SBS-SA orAPP-TA rP-SA, S65-TA or APP-TA -127.5 SECUROCK Gypwm-Fiber Roof Board Roof Existing Min. 1.5-inch ACFoam 11, ENRGY 3, H- M- (Optional) additional layers(s) of base M- (Optional)One or more SBS-SA, APP-SA, R•8 asphaltic roof Shield or Multi -Max FA3 05FA insulation and/or min. 0.2R Inch OSFA SBS-SA SBS-SAor APP-TA SBS-TA or APP-TA -157.5 SECUROCKGypsum-Fiber Roof Board R-9 Existing Min. 2.0 pcf lnsulfoam CR-20 "(Optional) additional layers(s) of base CR-20 SBS-SA (Optional)One or more SBS-SA, APP-SA -240.0 asphaltic roof insulation SBS-SA R-10 Existing Min. 2.0 pcf lnsulfoam CR-20 Min. 0.25-Inch SECUROCK Gypsum -Fiber CR-20 SBS-SA (Optional) One or more SBS-SA, APP-SA, -240.0 asphaltic roof Roof Board SBS-SA or APP-TA SBS-TA or APP-TA 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-SAor APP-TA SBS-TAor APP-TA 3 Existing (Optional) additional layefs(s) of base (Optional) One or more SBS-SA, APP-SA, R-12 asphaltic roof Min. 2-Inch ACFoam It, ENRGY-3 or H-Shield CR-20 insulation and/ormin.Roof CR-20 SBS-SA SBS-SAor APP-TA SBS-TAor APP-TA -2475 SECUROCK Gypsum -Fiber Roof Board Existing Min. 0.25-inch Dens Deck, Dens Deck 6-IS BP-AASBS- (Optional) more SBS-TA R-13 asphaltic roof Min. 1.5-inch Multi -Max FA3 D-IS Prime or SECUROCK Gypsum -Fiber Roof SA, APP-TA BP -AA or APP-TA orAPP-TA APP-SBS-AA, APP-TA -67.5 Board Existing Min. 1.5-inch ACFoam II or ENRGY 3 or min. Mi -inch Min. 0.25-Inch Dens Deck, Dens Deck BP -AA SBS- (Optional) One or more SBS-AA, SBS-TA or R-14 asphaltic roof pcf am 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, U.C. d/b/a Trinity I ERD Evaluation Report A42970.30.12-R2 for FL16027-R2 Certificate of Authorization 89503 61e EDITION (2017) FBC NON-HVH2 EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-2485 Appendix 1, Page 25 of 26 �TRINITYJERD TABLE 7A: RECOVER APPLICATIONS .. SYSTEM TYPE A-1:'BONDED INSULATION, BONDED ROOF COVER' System Base Insulation Layer Top Insulation layer Roof Cover (Note 15) ,.. MDP No. Substrate Type Attach Type Attach Base Ply Ply Cap Ply (Psf) Existing Min. 1-5-Inch ACFoam II,ENRGY3,.HShield Min. 0.25-inch Dens Deck, Dens Deck 9P_AASBS- (Optional) One or.mare SBS-AA,SRS-TAor R-15 asphaltic roof or ISO 95+GL OB500 Prime or SECUROCK Gypsum -Fiber Roof OB500 SA, APP-TA BP-AAor APP-TA APP-TA -2275 Board R-16 Existing Min.1.5-inch ACFoam 11, ENRGY 3, H-Shield M- Min. 0.25-Inch SECUROCK Gypsum -Fiber M- BP -AA SBS- (Optional) One or more SBS-AA, SBSTA or 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, R-17 Existing min.1.3-inch ACFoam 111 or min. 1.0-inch CR-20 Min. 0.25-inch SECUROCK Gypsum -Fiber CR-20 BP -AA (Optional) One or more SBS-AA -225.0 asphaltic roof ISO 95+GL, H-Shield, H-Shield CG or ENRGY Roof Board BP -AA 3 or min. 2.0 pcf Insulfoam Min. 1.5-inch Ultra -Max or Multi -Max FA-3, R-18 Existing min. 1.3-inch ACFoam 111 or min. 1.0-inch CR-20 Min. 0.25-inch SECUROCK Gypsum -Fiber CR-20 APP-TA (Optional) One or more APP-TA --232.5 asphaltic roof ISO 95+GL, H-Shield, H-Shield CG or ENRGY Roof Board APP-TA 3 or min. 2.0 pcf Insulfoam TABLE70: RECOVER APPLICATIONS SYSTEM TYPE F:NON-INSULATED, BONDED BASE SHEET, BONDED ROOF COVER System Deck Primer Roof Cover (Note 15) MOP Base Ply Ply - Cap Ply No. (pso R-19 Existing asphaltic roof ASTM'D41 BP -AA (Optional if using asphalt applied Ply) (Optional if using asphalt applied"Base)BP=AA o(APPTA SBS-AA, SBSTA,'APPTA -45.0 Exterior Research and Design, U.C. d/b/a TrinityI ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Authoriution d9503 6r" 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 3/6/2018 Certified By Florida Building Code Online 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_Qg_FINAL AS ER TRI- Approved for use outside WHIZ: Yes BUILT_MODBIT FL16027-R2 pdf 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 and FL16027 R2_6E_2017 QRFiNAL ER—M max. design pressures. 2.) Refer to ER Section 5 for Limits of BUILT _MOD51],'_FLi6027-R2 P.df Use. Created by Independent Third Party: Yes Back Next Contact Us ;: 2601 Blair Stone Read, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA(EEO employer. 54RY119ht 200]-2013 St p f R nd :: Pnyacv Statement :: Accessibility Statement :: Refund Statement Under Mende law, email addresses are public records. If you do not want your a -plait address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact Me office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. •Pursuant to Section 455.215(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 Smalls provided may be used for official communication with Me 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 an be matte available to the public. To determine if you are a licensee under Chapter 455, FS., Please dick bglg_. Product Approval Accepts: Credit Card Safe http://www.floridabuilding.org/pr/pr app dd.aspx?param=wGEVXQwtogtFPmdYiNDWrxgt9YUwv°/a2f-XRbpak6f2jJGiyowhtbu4Qe/a3d%3d 2/2 3/6/2018 Florida Building Code Online � mi-m-0111 M acls Home Log In user Registration Hot Topic Submit Surcharge Staffs & Facts Publications FBc Stall { BaS Site Map I Unks I Search I ar_.. bpr fj Product Approval lProdUSVR: Public User ,,,, f Product Approval Menu > Product or Agali; tipn Bearth > QRplicatlan Ust> Application Detail •.>- - FL # FL16027-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Trl-Built Materials Group; LLC Address/Phone/Email PO Box 70 Rutherford, NJ 07070 (800).516-1485 david.ruiz@tribuiltmg.com Authorized Signature David Ruiz david.miz@tr-ibuiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 david. m iz@tribu i Itmaterialsgroup. corn Quality Assurance Representative C Richard Schurman Address/Phone/Email 9050 Louisiana Street Merrillville, IN 46410 rich.schuman@alliedbuilding.com Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Robert Nieminen PE-59166 UL LLC 10/06/2018 John W. Knezevich, PE 16 Validation Checklist - Hardcopy Received FL16027 gZ-CO1 2017 U-=-Nleminen.PSlf Standard ASTM D6163 ASTM D6164 ASTM D6222 FM 4470 FM 4474 Year 2008 2011 2011 2012 2011 Equivalence of Product Standards http:lAvww.floridabuilding.org/prlpr app_d0.aspx7param=wOEVXOwtDgtFPmdYiNDWrxtftgYUwv°/p2fLXRbpak6f2jJGiyowhtbu4Q%3d%3d 1/2 3/6/2018 Florida Building Code Online Y wam.,a .11E BCIS Home Login User Reglsmatlon Hot Topics Submit Surdtarge Stats B Facts Publications FSC Stall BCIS Site Map Unks I Search dbpr aj. 3 Product Approval USER: Public User [a uer Product Approval Menu > P d ARRIj aC n -Search > Application list Riki Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other Search Results - ADDlications Refine Search 2017 FL# 16027.1 ALL Product Manufacturer ALL ALL Subcategory ALL ALL Compliance Method ALL ALL Quality Assurance Entity Contract Expired ALL ALL Product Description ALL ALL Approved for use outside HVHZ ALL ALL Design Pressure ALL ALL Fitt Ina Manufacturer Validated By Status FL16027-112 Revision Tri-Built Materials Group, LLC FL#: FL16027.1 John W. Knezevich, PE (954) 772-6224 Approved istory. Model: TRI-BUILT Modified Bitumen Roof Systems Description: SBS and APP modified bitumen roof systems Category: Roofing Subcategory: Modified Bitumen Roof System "Approved by DEM. Approvals by DBPR shall be reviewed and ratlfled by the POC and/or the Commtssion if necessary. Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone, 850-402-1824 The State of Florida Is an AA/EEO employer. fMynght 2007.2013 State of Florida.:: privacy Statement :: q¢essibllity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a publle-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. *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 emalls provided may be used for of cal communlcatlon 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 mate available to the public To determine If you are a licensee under Chapter 455, F.S., please dick here Product Approval Accepts: F;59 pw--1 Szt Credit Card Safe hftp://www.floddabuilding.org/pr/pr�_pppjst.aspx 1/1 \ TRINITY ERD APPENDIX S:ATrACHMENT REQUIREMENTS FOR WIND UPDFr RE51SfANCE 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 16 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 SD Wood - New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6 I&I 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 _+IF 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, 6onded 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-Offl 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 SB 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 Meth. 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 Wear-Off)or Recover E Non -insulated, Mich. Attached Base Sheet, Bonded Roof Cover 22 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 modified 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-R2 Certificate of Authorization #9503 bra 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 \1 I MNIN 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 Lass 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 manufacturers published instructions ➢ HA (HA): Full coverage at 25-30lbs/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 layersls) of insulation and/or coverboord 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 polylsocyanurate 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 MOP 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. 0.54nch thick) - ➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) ➢ OMG OlyBond 500 (08500): MDP -187.5 psf (Min. 0.5-inch thick I5O 9S* GL) ➢ OMG OlyBond 500 (013500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OMG OlyBond 500 (011500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II) D ICP Adhesive & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick) - 8. Bonded polyisocyanurete 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 WD3, 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 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 orTesting 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, U.C. d/b/a Trinity H ERD Evaluation Report A42970.10.12-112 for FL16027-R2 Certificate of Authorization #9503 6ra 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 TRINITY I ERD 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. TABLE 1: TRI-BUILT ROOF COVERS Reference Layer Material Application BP -AA (Base and Ply sheets, Asphalt -Applied) Base Ply FBC Approved ASTM D4601, Type 11 HA at 20-4016s/square Ply FBC Approved ASTM D2178, Type IV or VI SBS-AA (5BS, Asphalt -Applied) Cap Ply TriBuilt SBS Granular HA at 20-40lbs/square - SBS-TA (SBS, Torch -Applied) Cap Ply TdBuilt SBS Granular ' Torch -Applied SBS-SA (SBS, Self -Adhering) .Base Ply TnBui@SA SBS Base Self -Adhering Cap Ply TriBuilt SA SBS Cap APP-TA (APP, Torch -Applied) Base Ply or Ply TdBuilt APP Smooth 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 (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A annlirc• 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' 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, Olyeond 500 or CR-20, 12-Inch o.c. -290.0 17. Dens Deck shall be field -primed with PG10D priorto 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 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 Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26 \, TRINITY ERD TABLE 1A-1: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -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 (Psi) Min. 0.25-Inch Dens Polyglass G2 Base, 8-Inch o.c. in 4- Deck, Dens Deck Prime, Min. 19/32- CertalnTeed Glasbase, 32 ga., 1-5/8- Inch lap and 8- (Optional) FBC SECUROCK Gypsum - inch plywood Firestone MB Base, JM inch diameter Inch o.c. in Approved„ Fiber Roof Board, Min. (Optional) SRS-AA, W 1 at max. 24- Perma-Ply 28, Tamko tin caps with 11 three, equally ASTM C1289, HA 0.75-inch FescoBoard HA BP -AA BP -AA SBS-TA, -60.0 Inch spans Glass Base or a annular ringspaced; g ' a II I iso- Po y - - (homogeneous) or min. ( g ) APP-TA GAFGLAS 475 shank nails staggered cyanurate - 0.5-Inch Structodek center rows High Density Fiberboard Roof Insulation Polyglass G2 Base, 8-inch o.c. in 4 .. Min. 19/32- Certain7eed Gl, asbase 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 C3289, HA - SECUROCK Gypsum- HA SBS-SA more SBS- SBS-TA or -60.0 inch spans Glass Base or ga. annular ring. spaced, .type 11 polyiso- - Fiber Roof Board SA or APP-TA GAFGLAS p75 shank nails staggered cyanurate _ APP TA renter 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- Min. 0.25-inch Dens D-IS, Inch plywood Polyglass Elastobase inch diameter loch o.c. in - H-Shield, H- - OSFA,-atop Deck, Dens Deck Prime OB500, (Optional) SBS-AA, W-3 mnch:p,24- or Polyglass [in caps with l2 equally' Shield CG, fastener or SECUROCK Gypsum- CR-20 or BP -AA BP -AA 585-7A, -60,0' iat inch spans Elastobase Poly V ga. annular ring space 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, OBS00, Min. 19/32- 32 ga., 1-5/8- Inch lap and 6- ACFoam II, III, CR-20 or M- - D-15, (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- 565-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 NRG oc APP TA center rows . Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization 49503 6rx EDITION (20171 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 4 of 26 'mil TRINITY ERD TABLE LA-2: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER 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) MOP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (Psf) 12-inch ocin 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 in two, Approved, Gypsum -Fiber Roof Board, (Optional) SBS-AA, SBS- W 5 at max. 24 Polyglass (square) with equally spaced, l ASTM C3289, HA Min. 0.75-inch FescoBoard HA BP -AA BP -AA TA, APP-TA -60.0 inch spans Elastobase Roofgrip p12 staggered center type II polyiso- (homogeneous) or min. 0.5- Poly cyanurate Inch Structodek High Density rows Fiberboard Roof Insulation Polyglass 12-inch o.c. in 4- (Optional) FBC (Optional)inch Min. Elastobase or OMG Flat Inch laand 12- Approved, Min. 0.25-inch Dens Deck One or SBS-SA, APP- W-6 lywoo plywood Polyglass Bottom Plates Inch o.c. in two, o, ASTM C3289, HA Dens Deck Prime, SECUROCK HA SBS-SA more SBS- SA, SBS-TA -60.0 at max. 24 Elastobase (square)with equally spaced, type ll polyiso- Gypsum -Fiber Roof Board SA or APP- or APP-TA inch spans Poly Roofgrip H12 staggered center ganurate TA rows TABLE 1B: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) DR 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 i) Type Fasteners Attach Type Attach. Base Ply Ply cap Ply (Psf) Min. 19/32-inch Min. 1.5-Inch Dekfast Hex with Min. 75-Inch FescoBoard 0. (Optional if (Optional if using W-7 plywood at max. 24-inch ENRGY3, H-Shield Dekfast H32 or TruFast 1 per x (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 k High Density Fiberboard BP more BP -AA or APP-TA RoofStruInsulation Roof Insulation APP-TA Exterior Research and Design, LLC. d/b/a Trinity l ERD Evaluation Report A42970.10.12-R2 for F116027-112 Certificate of Authorization 99503 6r" 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 `J I KINITYI ERD TABLE IC: 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) MOP No. Deck (Note 1) layer (Psf) Type Fasteners Attach Base Ply Ply Cap Ply Mtn. inch (Optional) . Min. 0.5-inch Structodek High Density Dekfast Galvalume (Optional if (Optional if using AA W-8 o at plywood a[ max. One more layers, Fiberboard Roof Insulation or min. 0.25- Steel Hex with 1 Per 1.33 using AA Ply) Base) One or more BP -AA SBS-AA, SBS-TA, APP- -82.5 24-inch spans any coo mbination, 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. inch One or more layers, Min.1.5-Inch ENRGY 3, H-Shield or Steel Hex with 1 per 1.33 (Optional) One ,SBS- W-9 t max. plyw000dd at any combination, Polytherm Dekfast #12 DP or ft SBS-SA Amore SBS-SA or APP-TA TA orA, P-TA TA or APP-TA -82.5 24-inch spans TruFast MP-3 with loose laid TruFast DP ` TABLE 1D: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPED: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Insulation Layers) Base Sheet Roof Cover (Note 15) MOP No. Deck (Note i) Type Attach Base Fasteners Attach Base Ply Cap Ply (Psa Polyglass Elastobase, Polyglass OMG Flat Bottom Plates Min. 19/32-inch One or more layers, Prelim. Elastobase Poly, Polyglass G2 Base, (square) with Rootgrip 12-Inch o.c. In 4-inch lap and 12- (Optional) One SBS-AA, W-10 plywood at max. any combination - Attached CertainTeed Glasbase, Firestone MB #14, Dekfast Hex with inch o:c. in two, equally spaced, or more BP -AA SBS-TA, -52.5 24-Inch spans Base, JM Perma-Ply 28, Tamko Glass Dekfast #14 or TruFast staggered center rows or APP-TA APP-TA Base or GAFGLAS #75 MP-3 with TruFast HD Min. 19/32-inch 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 or TruFast MP-3 with inch o.c. in two, equally spaced, One or more APP-SA, -52.5 24spans any combination Attached Elastobase Poly with poly top surface Truinch 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 585-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 12-inch o.c. in 4-Inch lap and 12- SBS-SA, W-13 , plywood at max. One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates inch o.c. in two, equally spaced, One or more APP-SA, -60.0 24-inch spans any combination Attached Elastobase Poly with poly top surface (square) with Roofgrip #12 staggered center rows SOS -SA SBS-TA or APP TA Exterior Research and Design, LLC. 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 Modified Bitumen Roof Systems; (800) 526-1485 Appendix 1, Page 6 of 26 \ TRINITY ERD TABLEIE-1: WOOD DECKS— NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEMTYPEE: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER system Base Sheet Roof Cover (Note 15) MOP No. Deck (Note 1) Base Fasteners Attach Base Ply Cap Ply (Psf) Min. 15/32-inch 9-inch o.c. at 2-inch lap and 18-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS-TA W-14 plywood at max 24- Polyglass Elastobase Simplex MAXXCap equally spaced, staggered center rows APP-TA or APT -TA 45.0' inch spans Min. 15/32-inch 9-Inch ox. 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 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 Bal) mare BP -AA or TAo 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 Poly with poly top surface with 11 ga. annular ring shank nails equally spaced, staggered center rows more SBS-SA or SA, SBS-TA or -60.0 24-inch spans APP-TA _APP-TA Min. 15/32-inch 6-Inch o.c. at 2-Inch lap and 6-inch o.c. In two, (Optional) BP -AA or SBS-AA, SBS-TA W-18 plywood at max. 24- Polyglass Elastobase Simplex MAXXCap equalNspaced, staggered center rows APP-TA . orS-TA -90.0 inch spans Min. 19/32-inch Polyglass Elastobase or Polyglass 32 ga.,1-5/8-inch diameter tin caps 4-inch o.c. in 4-Inch lap and 4-inch o.c. in four, O (Optional) One or (Optional) - 505-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 SBSor SA, SBS-TA -97.5 24-inch spans APP-TA APP-TA Min. 1S/32-Inch 6-Inch me at 2-inch lap and 6-inch o.c. in three, (Optional) BP -AA or SBS-AA, SBS-TA W-20 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap equally spaced, staggered center rows APP-TA or APP-TA -105.0 inch spans Min. 19/32-inch Polyglass Elastobase or Polyglass 32 ga.,1-5/8-inch diameter [in caps 6-inch o.c. in 4-Inch lap and 6-inch o.c. in four, (Optional) One or SBS-AA, 585- 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 Min. 19/32-inch 32 ga, 1-5/8-inch diameter tin caps SOS -SA, APP- 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 W-22 pat max. Elastobase Poly with poly top surface Note: Tin caps are to be primed with equally spaced, staggered center rows more APP-TA 5A, SBS-TA or -1125 -inchh spans 24-inch ASTM D41 primer. APP-TA Exterior Research and Design, U.C. d/b/a Trinity HERD Evaluation Report A42970.10.12-R2 for FL16027-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 Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 7 of 26 \ I RINITY ERD TABLE IE-2: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Base Sheet Roof Cover (Note 15) Map Deck (Note 1) No. Base Fasteners Attach Base Ply Cap Ply (Psf) Min. 19/32-inch Polyglass Elastobase, Polyglass Elastobase Poly, Polyglass G2 Base, CertainTeed 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 Dekfast #14 in two, equally spaced, staggered more BP -AA or TA APP TA -52.5 24-fnch spans Ply 2g Tamko Glass Base or GAFGLAS#75 or TruFast MP-3 with TruFas[HD TruFast center tenter rows APP-TA Min. 19/32-inch Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast #14 orTruFast MP- 12-Inch o.c. in 4-Inch lap and 12-inch One or more SBS- SBS-SA, APP- W 2 plywood at Elastobase Poly with poly top surface 3 with TruFast HD in two, equally spaced, staggered SA SA, SBS-TA or -52:5• 24-inch spannss center rows center 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 24inch 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 maz. 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 I System peck Primer - Roof Cover (Note 15) MOP Joint Treatment Base Ply Ply Cap Ply No. (Psf) 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 or APP-TA Exterior Research and Design, I.I.C. 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 F1.36027-11:2 Revision 2: 09/25/2017 Appendix 1, Page 8 of 26 NTINITYIERD TABLE 2A: STEEL OR STRUCTURAL CONCRETE DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEMTYPEB: 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 (Psq 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 ENRGY MP-3 with Trufast HD or 1 per 2 ft' (homogeneous) or min. 0.5-Inch HA (Optional if using AA Base) One SBS-AA, SBS- -45.0• min. 2,500 psi 3, H-Shield ld or OMG 3-inch Galy Plate Structodek High Density AA Ply) BP -AA more BP -AA orr 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 x (homogeneous) or min. 0.5-inch (Optional if using AA Base) One or SBS-AA, SBS- SC-2. min. 2,500 psi 3, H-Shleld or with Trufast HD or 1 per k Structodek High Density HA AA Ply) BP -AA more BP -AA or TA, APP-TA -45.0• structrual concrete Polytherm OMG 3-inch Plate OMG Fiberboard Roof Insulation APP-TA with OMD HDO Min. 22 ga., type B, MiRGY3,inch Dekfast Hex with Min. 0.75-inch FescoBoard (Optional if using SC-3. Grade 33 steel or ENRGY Shield Dekfast #14 or Sper 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 h r or Poly[henn TruTruFast HD MP-3 with TruFast HD ftr 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 1per 1.33 r (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 HD it Structodek High Density D41 primer) APP-TA ar APP-TA structrual concrete Fiberboard Roof Insulation I TABLE 28. STEEL OR STRUCTURAL CONCRETE DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck (Nate 1) Base Insulation Top Insulation Layer Roof Cover (Note 15) MDP Type Fasteners Attach Base Ply Ply Cap Ply No. Layer (Psf) 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- SB -75.0 min. 2,500 psi combination, loose Fiber Roof Board Plate with OMG #14 HD ftr TA APP structrual concrete laid BP -AA AA or APP-TA Min. 0.5-inch Structodek High ' Min. 22 ga., type B, One or more layers, Density Fiberboard Roof Dekfast Galvalume Steel Hex with (Optional if (Optional if using AA 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 ftr BP -AA AA or APP-TA TA APP TA structrual concrete SECUROCK Gypsum -Fiber Roof (steel only) or HO Board Min. 22 ga., type B, (Optional) Dekfast Galvalume Steel Hex with SBS-AA, SBS- SC-7. Grade 33 steel or One or more layers, Min. 1.5-inch ENRGY 3, H-Shield Dekfast #12 (steel only) or or 1 per 1.33 (Optional) One or more TA, SBS-SA, min. 2,500 psi any combination, or.Polythef Trufast MP-3 with TruFast DP It SBS-SA SBS-SAor APP-TA APP-TA, APP- -82.5 structrual concrete loose laid (steel only) or HD SA Exterior Research and Design, U.C. d/b/a Trinity ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization 49503 6r" EDITION (2017) FBC NON-HVH2 EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-2485 Appendix 1, Page 9 of 26 �TRINITYJERD TABLE 2C: STEEL OR STRUCTURAL CONCRETE DECKS— NEW CONSTRUCTION, REROOF(TEAn-0FF)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) MOP No. Deck (Note 1) Type Attach - Base . Fasteners Attach Base Ply Cap Ply (Psi) 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 orlM Perma- with Roofgrip #14, Dekfast Hex and 18-inch o.c. in two, more BP -AA or APP- SBS-AA, SBS- - -45.0 psi structrual combination Attached - Ply 28 with Dekfast #14 or TruFast MP-3 equally spaced, staggered TA TA, APP-TA concrete concr with TruFast HD center rows Polyglass Elastabase, 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 SC-9. Grade 33 steel or min. 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 combination Attached Firestone MB Base,JM Perma- with Dekfast #14 or TruFastMP-3 equally spaced, staggered TA TA, APP-TA concrete 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-10. Grade33 or layers, any— Prelim. Polyglass Elastobase Poly with with Roofgrip#14,Dekfast Hex andllyspaed,'intwo, One or more SBS-SA SA, SBS-TA -52.5 rumin. sisteel psi structrual combination Attached poly top surface with Dekfast or TruFast MP-3 equally spaced, staggered or APP TA concrete concrete with TruFast HD 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. - layers, any 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 combination Attached Polyglass Elastobase Poly #14 equally spaced, staggered TA TA, APP-TA concrete center rows Min. 22 ga., type B, One or more - Polyglass Elastobase or OMG Fiat Bottom Plates (square) 12-Inch o.c. In 4-Inch lap 585-SA, APP- SC-12. Grade 33 steel or min. a 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 combinatiti on combi 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. any Prelim. TriBuiItAPP Smooth Dekfast isofast IF-2.375-AT Plates 12-Inch o.c. in the 5-Inch (Optional) APP-TA SBS-TA, APP- -92.5 2,500 psi structrual ,layers, combination Attached with Dekfast #15 HS wide, heat -welded side lap TA concrete Min. 22 ga., type B, One or more SC-14. Grade 80 steel or min. layers, any Prelim. TriBuih 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 combination Attached Plates with Trufast EHDFasteners wide, heat -welded side lap TA concrete - Min. 22 ga., type B, One or more Dekfast Hex with Dekfast #14 or 12-inch o.c. in the flinch SC-15. Grade 33 steel layers, any Prelim. TriBuil[APP Smooth OMG FlatBottomgrip#1 Plates with lap and 18-Inch o.c. In two, (Optional) BP -AA or SBS-AA, SBS- -112.5 cumin. 2,500 psi structrual i combination Attached. OMG Roofgrip #14 : equally spaced, staggered APP-TA TA, APP-TA concrete center 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 6ry EDITION (2017) RIC 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 10 of 26 , I KINITY ERD 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) MOP No. Deck Primer Type I Attach Type Attach Base Ply Ply Cap Ply (Psf) SELF -ADHERING SYSTEMS WITH BASE INSULATION AND OPNONALToP INSULATION OF THE SAMETYPE: Structural (Optional) Min. 1.5-Inch H-Shield or Multi -Max (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, concrete ASTMD41 FA3 D-IS baseinsulation D-IS 5B5-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, concrete ASTM D41 Min. 1.5-inch ACFoam II or ENRGY 3 D-IS base Insulation D-IS SBS-SA SBS-SAorAPP-TA SBS-TA or APP-TA -135.0 FC-2 Structural (Optional) additional layers of base (Optional) One or more SBS-SA, APP-SA, concrete None Min.1.S-inch, min. 1.5 pcf lnsulfoam D-IS _insulation D-IS SBS-SA SBS-SAor APP-TA SB5-TA or APP-TA -157.5 Structural None Min.1.5-inch, min. 2.0 pcf lnsulfoam OB500 (Optional) additional layers of base OB500 SBS-SA (Optional) One or more SBS-SA, APP-SA, -120.0 concrete insulation SBS-SAor APP-TA SBS-TAor APP-TA Structural (Optional) additional layers(s) of (Optional) One or more SBS-SA,APP-SA, C-5 concrete None Min. 1.5-inch ENRGY3 OB500 base Insulation OB500 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -127.5 Structural (Optional) additional layers(s) of (Optional) One or more SBS-SA, APP-SA, C-6 concrete None Min. 1.5-inch ACFoam ll or H-Shield OB500 base insulation OB500 SBS-SA SBS-SAor APP-TA SBS-TA or APP-TA -150.0 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-TAor APP-TA -232.5 Structural (Optional) additional layers of base (Optional) One or more SBS-SA, APP-SA, C8 None Min. 1.5-Inch.min. 2.0 prf lnsulfoam , CR-20 CR-20 SBS ,SA -240.0 concrete Insulation SBS-SAor APP-TA SBS-TAor 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-TAor APP-TA -270.0 Max FA3 orr ISO 95+ GL Structural OB (Optional) additional layers(s) of OB (Optional) One or more SBS-SA, APP-SA, C-10 None Min. 2-inch ACFoam ll or H-Shield Classic Classic SBS-SA -270.0 concrete -- (FULL) base insulation (FULL) SBS-SA or APP-TA SBS-TAor 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 concrete ASTM 041 ENRGY 3, H-Shield, H-Shield CIS or HA base insulation HA SBS-SA SBS-SA or APP-TA SBS-TAor APP-TA _480 0 Multi -Max FA3 SELF-ADHERNG SYSTEMS WITH BASE INSULATION AND COVERBOARD: Structural Min. 0.25-inch SECUROCK Gypsum- (Optional) One or more SBS-SA, APP-SA, C-12 concrete- None Min. 1.5-inch Multi -Max FA3 D-IS Fiber Roof Board D-IS 595-SA SBS-SAor APP-TA SBS-TA or APP-TA -67.5 Structural Min. 0.2S-inch Dens Deck, Dens (Optional) One or more SBS-5A, APP-SA, C-13 concrete None Min. 1.5-Inch, min. 2.0 pcf lnsulfoam D-IS Deck Prime D-IS S85-SA SBS-SA or APP-TA SBS-TA or APP-TA _320,0 Structural Min. 2-inch ACFoam 11, 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 Structural Min. 0.25-inch Dens Deck, Dens (Optional) One or more SBS-SA, APP-SA, C-15 concrete None Min. 1.5-Inch ENRGY _ _- OB500 Deck Prime - OBS00. SBS-SA SBS-SAor APP-TA - SBS-TAor APP-TA -127.5 Exterior Research and Design, U.C. d/b/a TrinityI ERD Evaluation Report A42970.30.12-R2 for FL16027-R2 Certificate of Authorization #9503 (in" 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 11 of 26 '\I I KINITY ERD 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) 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 150 95+GL 0B500 Deck Prime OB500 SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -150.0 Structural Min. 2-inch ACFoam It, 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-16 concrete None Shield or Multi -Max FA3 M-OSFA Fiber Roof Board M-OSFA SBS-SA 5BS-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 2475 Structural Min. 0.25-inch Dens Deck, Dens (Optional) One or more SBS-SA, APP-SA, C-20 concrete None Min. 1.5-Inch, min. 2.0 pcf Insulfoam CR-20 Deck Prime CR-20 SBS-SA SBS-SAor APP-TA SBS-TA or APP-TA -240.0 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-Shleld, H-Shield CR-20 Fiber Roof Board CR-20 SBS-SA SBS-SAor APP-TA SBS-TAor APP-TA -240.0 CG or ENRGY 3 Structural Min. 2-inch ACFoam 11, ENRGY-3 or H- Min. 0.25-Inch SECUROCKGypsum- (Optional) One or more SBS-SA, APP-SA, C-22 concrete None Shield CR-20 Fiber Roof Board CR-20 585-SA SRS-SAor APP-TA SBS-TA or APP-TA -247'S Structural OB Min. 0.25-Inch SECUROCK Gypsum- OB (Optional) One or more 5BS-SA, APP-SA, C-23 concrete None Min. 2-inch ACFoam ll or H-Shield Classic Fiber Roof Board Classic 5BS-SA SBS-SA or APP-TA SBS-TAor 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-TAor APP-TA -350.0 Multi -Max FA3 I ASPMTAND/ORTORCH APPLIED SYSTEMS: • C-25 Structural None Min. 2-Inch ACFoam II or H-Shield D-IS Min. 0.25-inch SECUROCK Gypsum- D-IS BP -AA (Optional) One or more SBS-AA -22Sr.0 concrete Fiber Roof Board BP AA Structural 0.25-inch SECUROCK Gypsum- (Optional) One or more C-26 None 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 concrete None Min. 2-inch ACFoam II or H-Shield OBSOO Fiber Roof Board OB500 BP -AA BP -AA SBS-AA -225.0 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 OBS00 APP=TA APP TA APP-TA -2325 C 29 Structural None Min. 2-inch ACFDam II or H-Shield M-OSFA Min. 0.25-inch SECUROCK Gypsum- M-OSFA BP AA (Optional) One or more SBS-AA -225.0 concrete Fiber Roof Board BP -AA C-30 Structural None Min.2-inch ACFoam tI or H-Shield M-OSFA Min. 0.25-inch SECUROCK Gypsum- M-OSFA APP-TA (Optional) One or more APP-TA -232.5 concrete Fiber Roof Board _ APP TA Exterior Research and Design, I.I.C. d/b/a Trinity)ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-2485 Appendix 1, Page 12 of 26 �t I RINITY `ERD I 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 151 MDP No. Deck Primer Type Attach Type Attach Base Ply Ply Cap Ply (Psi 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 -2325 concrete 1.0-inch ISO 95+GL, H-Shield, H-Shield Fiber Roof Board APP TA CG or ENRGY 3 C-33 Structural None (Optional) Min. 2-inch ACFoam II or H- OR Classic Min. 0.25-Inch SECUROCK Gypsum- OR Classic BP -AA (Optional) One or more SBS-AA -225.0 concrete Shield (FULL) Fiber Roof Board (FULL) BP -AA C-34 Structural None (Optional) Min. 2-Inch ACFoam II or H- OB Classic Min. 0.25-inch SECUROCK Gypsum- 08 Classic APP-TA (Optional) One or more APP-TA -232.5 concrete Shield (FULL) Fiber Roof Board (FULL) APP TA Structural Min. 1.5-Inch ACFoam 11, ACFoam III, Min. 0.25-Inch SECUROCK Gypsum- (Optional) One or more C-35 concrete ASTM D41 ENRGY 3, H-Shleld, H-Shleld 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 041 ENRGY 3, H-Shield, H-Shield CG or HA Fiber Roof Board HA APP-TA APP-TA APP-TA -232.5 Multi-MaKFA3- (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 APP TA BP -AA AA or APP-TA Min. 1.5-inch ACFoam II, ACFoam 111, (Optional if (Optional if using AA Structural using AA Ply) SBS-AA, 585-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 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 Structural Min. 0.5-inch Structodek High using AA Ply) 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,: LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 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 13 of 26 �! TRINITY I ERD TABLE3A: STRUCTURAL CONCRETE DECKS —NEW CONSTRUCTION OR REROOF(TEAR-OFF) . SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER SEE NOTE16 FOR VAPOR BARRIER OPNONs { ' System Base Insulation layer Top Insulation layer Roof Cover (Note 15) MOP No. Deck Primer Type Attach Type Attach Base Ply Ply Cap Ply (pso Min. 1.5-inch ACFoam 11, ACFoam ill, (Optional if (Optional if using AA C-01 Structural ASTM D41 ENRGY 3, H-Shield, H-Shield CG or HA Min. 0.25-inch Dens Deck Prime HA using AA Ply) Base) One or more BP- SBS-AA, 565-TA, -480.0 concrete Multi -Max FA3 One or more AA or APP-TA APP TA BP -AA, (Optional if (Optional if using AA C-42 Structural Min. 0.25-inch Dens Deck Prime HA None N/A using AA Ply) usingD41 Base) One or more BP- SBS-AA, SBS-TA, -510.0 concrete One more AA or APP TA APP-TA ' BP -AAA TABLE3B: STRUCTURAL CONCRETE DECKS- NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE F: NON -INSULATED, BONDED BASE SHEET, BONDED ROOF COVER ` System No. Deck Primer Roof Cover (Note 151 MDP (psf) Base Ply Ply Cap Ply ' C43 Structural concrete A5TM 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-AAor APP-TA SBS-AA,SSS-TA,APP-TA -6225 Exterior Research and Design, U.C. d/b/a Trinity I 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 Modified Bitumen Roof Systems; (BDO) 516-1485 Appendix 1, Page 14 of 26 \I TRERDINITY i TABLE 4A: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Lightweight Base Insulation Layer Coverboard Roof Cover (Note 15) MOP Type Attach Type Attach Base Ply Ply cap Ply No. (Note 1) Concrete (Note 14) (Psfl SELF -ADHERING SYMMS WITH BASE INSUTATION AND OPTIONAL TOP INSULATION OF THE SAME TYPE: Structural Min. 2DO 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 (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 OBSOO 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 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 -I80.0 Soncete MIn.200ps1, min. Min. 1.5-Inch ACFoam II, ACFoam III, ENRGY 3, (Opt(Optional) One or SBS-SA, APP- LWC-4 concrete 2-Inch Elastizell ISO 95+GL, H-Shield, H-Shield CG, Multi -Max CR-20 insulation layers of base insulation layers of base 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 2-inch Celcore or Min. 2.0 pd Insulfoam CR-20 layers of base insulation CR-20 SBS-SA more SBS-SA SA -222.5 Meadcrete Structural Min. 200 psi, min. Min.1.5-Inch ACFoam 11, ACFoam III, ENRGY 3, (Optional) Additional (Optional) One or SBS-SA, APP- APP- LWC-6 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 Meadcrete FA3 APP-TA, orAPP-TA SEL ADHERING SYSTEMS W(rH 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 05500 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- Structural Min. 200 psi, min 2- Min. 1.5-inch ACFoam II, ENRGY 3, ISO 95+GL Min. 0.25-Inch SECUROCK LWC-8 concrete _ Elastizell or H-Shield OB500 Gypsum -Fiber Roof Board 08500 SBS-SA more SBS-SA or SA, SBS-TA -225.0 _ ,inch APP-TA ar APP-TA - Min. 1.5-inch ACFoam 11, ACFoam III, ENRGY 3, (Optional) One or SBS-SA, APP- Structural Min. 200 psi, min. Min. 0.25-inch SECUROCK 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 pd Insulfoam APP-TA or APP-TA Min. 200 psi, min. Min. 1.5-inch ACFoam II, ACFoam 111, ENRGY 3, (Optional) One or SBS-SA, APP- Structural CK LWC-10 concrete 2-inch Celcore or ISO 95+GL, H-Shield, H-Shield CG, Multi -Max CR-20 -Fibernch RoofSECBoard Gypsun. m-Fiber Gypsum -Fiber Roof Board CR-20 SBS-SA more SBS-SA or SA, SBS-TA -222.5 Mearcrete FA3 or min. 2.0 pcf Insulfoam - APP-TA or APP-TA ASPHALTAND/OR TOREH APPLIED SYSTEMS: (Optional) One or Structural Min. 200 psi, min 2- Min. 1.5-inch ACFoam 11, ENRGY 3, ISO 95+GL Min. 0.25-inch SECUROCK BP -AA, SBS-AA, SBS- LWC-11 concrete Inch�Elastizell or H-Shield : - OBSoo Gypsum -Fiber Roof Board- OB500 APP-TA more BP -AA or APP- TA, APP-TA -225.0 _ _ TA _ Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3, (Optional) One or Structural Min. 200 psi, min. Mipsum--inchS BP -AA, SBS- SBS-AA,TA LWC-12 -concrete 2-inch Elastizell I50 95+GL, H-Shield, H-Shield CG, Multi -Max CR-20 Roof Gypsum -Fiber Roof Board CR-20 APP-TA more BP -AA or APP- TA, APP-TA -180.0 FA3 or min. 2.0 pd Insulfoam TA Exterior Research and DesignJI.C. d/b/a TrinitVI ERD Evaluation Report A42970.10.12-RZ for FL36027-R2 Certificate of Authorization 49503 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 15 of 26 �l TRINITY ERD TABLE4A: LIGHTWEIGHT CONCRETE DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) - - SYSTEM TYPEA-1: BONDED INSULATION, BONDED ROOF COVER -- System Deck Lightweight Base Insulation Layer -'" '''Coverboaid Roof Cover (Note 15) - MOP No. (Note 1j Concrete (Note 14) Type Attach Type Attach Base Ply Ply - Cap Ply (Psf) . -. Structural Min. 200 psi, min. Min. 1.5-inch ACFoam II, ACFoam 111, ENRGY 3, Min. 0.25-Inch .BP -AA, (Optional) One or SBS-AA,SBS- LWC-13 concrete 2-id[BCelcore or 15095r 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 Meadcrete FA3 or min. 2.0 pd lnsulfoam TA - TABLE 411: LIGHTWEIGHT CONCRETE DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE'A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION, BONDED ROOF COVER 'I - System Deck Lightweight Anchor5heet Base Insulation - ' Top Insulation Roof Cover (Note 15) MOP Type _ Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply No. (Note 1) Concrete (Note 14) (Psf) - Min: 1.5-inch 7-inch o.c. at (Optional) Min. 'Thermaroof Composite, Min. 22 ga., 4-Inch lap and 1.5-Inch Polytherm Composite or (Optional if Type B,, Min. 300 psi GAFGIAS CR ACFoam IL H- min. 0.eni (Optional if using AA Rase) 565-AA, SBS- LWC-14 vented steel Approved g75 BSF BSF two, equally two, a ual y Shield, Multi- HA Fiberbdekoard High Density Fiberboard Density HA using AA Ply) One TA TA, APP-TA -45.0 at max. 5ft cellular LWC spaced center Max FA3 or Roof Insulation or min. - BP -AA -AAormom BP-AAorAPP- spans rows Polythemt 0.75-inch Fescolloard TA -- (homogeneous) Min. 22 ga„ 7-Inch o.c. at Min.1.5-Inch " Type B, Min. 300 psi GAFGLAS OMG CR 4-inch lap and 7-inch o.c. in ACFoam II, H-- _ (Optional) One SBS-SA, APP- LWC-15 vented steel Approved g75 BSF two, equally Shield, Multi- HA None N/A SBS-SA or more SBS-SA SA, SBS-TA -45.0 at maz.5ft cellular LWC spaced center Max FA3 or -, or APP-TA or APP-TA Spam Polytherm rows Exterior Research and Design, U.C. d/b/a Trinity ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ Certificate of Authorization N9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems;.(800) 516-1495 Appendix 1, Page 16 of 26 \1 TRINITY I ERD TABLE4C: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION On REROOF(TEAR-OFF) - SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER - Base Sheet (NoteA below) Roof Cover (Note 15) System Deck Lightweight Concrete (Note 14) MDP (Psi) Type No. .(Note 1) - I (Note A) Fasteners - Attach Base Ply Cap Ply 'GENEWe CELLULAR LIGHTWEIGHT INSULATING CONCRETE: [ - min. 300 psi, min. 2-inch thick cellular Min. 22 ga., type B steel LWC. Note: To qualms 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 h spans or assembly, an OMG CR BPFsholl achieve B3 OMG CR BPF two, equally spaced, staggered rows in the One or more TA -45.0 structural concrete on average withdrawalaf 53 lbf when field of the sheet .. BP -AA tested per TAS 105 arANSI/SPRI FX-1 CEWORE CELLULAR LIGHTWEIGHT INSULATING CONCRETE: Min. 0.0179-Inch LWC-17 Tensilform S-75 or min. 0.0205-Inch Tensilform Min. 200 psi, min. 2-inch thick Celcore Bi, B2, B3 or B7 Trufast FM-90 or 8-inch o.c. in a 3-inch lap and 16-inch o.c. in a two,.equally spaced, staggered rows In the -One more SBS-AA -37.5 75 at max.5 it spans or OMG CR BPF field of the sheet BP -AAA structural concrete Min. 22 ga., type 8 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 it spans or Min. 200 psi, min. 2-inch thick Celcore 61 through B32 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 B1, 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 it spans Min. 225 psi, min. 2-Inch thick Celcore MF B7, B8, B30, B31 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 111, 02, 63, 64, 7-'Inch o.c. in a 3-inch lap and 14-inch o.c. in One or more LWC-20 at max 6 it spans or Min. 225 psi, min. 2-Inch thick Celcore MF B7, B8, BID, B11 OMG CR BPF two, equally spaced, staggered rows in the BP AA SBS-AA -45.0 structural concrete or 812 field of the sheet 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 One or more LWC-21 at max 6 it spans or Min. 225 psi, min. 2-inch thick Celcore MF B7, B8, B30, 811 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 A, SB5- LWC-22 at max 5 it spans or MF Min. 225 psi, min. 2-inch thick Cespaced,TA B3 or 82 Nall two, equally spaced, staggered rows in the BP -AA or APP- or TA or APP-TA -45.0 structural concrete _ _ field of the sheet TA Min. 22 ga., type B steel 82 (with poly- Trufast iwin too- 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 tows 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. (n BP -AA or APP- SBS-AA, SBS- LWC-24 at max 5hspans or Min. 300 psi, min. 2-inch thick Celcore MF B2 TrufastFM-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- in a 4-inch lap and 8-inch 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 three qu center SBS-SA or SA, 585-TA -60.0 structural concrete — - - - - - - APP-TA - or APP-TA Exterior Research and Design, LLC. d/b/a TrinityI ERD Evaluation Report A42970.10.12-RZ for F1.16027-82 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 Q"TRINITYIERD TABLE4C::.LIGHTWEIGHT CONCRETE 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 Deck • Lightweight Concrete (Note 14) MOP T No. (Note 1) Fasteners AKach Base Ply cap Ply (Psf) (Notete A) 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 81 through 812 two, equally spaced, staggered rows in the SBS-AA -75.0 structural concrete OMG CR BPF field of the sheet BP AA LWC-27 Min. 22 ga., type B steel at max 5 ft spans or Min. 300 psi, min. 2-Inch thick Celcore MF Pol lass Trufast FM-260 30-inch o.c. in a 4-inch la and 10-inch o.c. in P (Optional) SBS-AA, SBS- -90.0 structural concrete st Elastobase Poly three equally spaced, staggered center rows TA AA or APP-TA TA, APP-TA ELASTIZELL CELLULAR LIGHTWEIGHT INSULATING CONCRETE: Min. 0.0179-inch Tensilform 5-75 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 it BI 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 It spans or field of the sheet 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 Range II film tap 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 Tmfast 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 IT spans or Range it B1 through B12 OMG CR BPF two, equally spaced, staggered rows in the BP -AA orAPP- 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 B2 (with poly- Trufast FM-90 or 7-inch 6 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 Range II film top surface) OMG CR BPF two, equally spaced, staggered rows in the 5B5-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 it 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. 350 psi, min. 2-inch thick Elastizell Min. 22 ga., type B steel withZell-Crete supple -mentally B2 (with poly- Trufast Twin Loc- 6-inch o.c. in a 4-inch lap and 6-inch o.c. in SBS-SA or � SBS-SA, APP- a[ max 5 ft spans or ` - dwithFibers, attached with Roofgrip #21 and 3-inch film top surface) Nails (min: 1.8- � three, equally spaced, staggered rows in the APP-TA SA, SBS-TA -60.0 structural concrete • plates at 1 per 8 ft2 inch) -- field of the sheet or APP-TA 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 30-inch o.c. One or more - LWC-34 at max 5 ft spans or Min. 200 psi, min. 2-inch thic=M.arIc-t. ugh.B12 in two, equally spaced, staggered rows in the SBS-AA -30.0 structural concrete OMG CR BPF field of the sheet BP -AA Exterior Research and Design, I.I.C. d/b/a TrinitylERD Evaluation Report A42970.30.12-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 18 of 26 \ I KINITY E ERD ( TABLE 4C: LIGHTWEIGHT CONCRETE 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 No. Deck (Note 3) Lightweight Concrete (Note 14) MOP (Psi Type Fasteners Attach Base Ply Cap Ply (Note A) Min. 22 ga., type 8 steel Trufast FM-90 or 7-Inch o.c. in a 4-inch lap and 7-inch o.c. in One or more SBS-A, SBS- LWC-35 at max 5 ft spans or Min. 300 psi, min. 2-inch thick Mearlcrete Bl, 82 or B32 OMG CR BPF two, equally spaced, staggered rows in the BP -AA or APP- TA orr APP TA -45.0 structural concrete field of the sheet TA Min. 22 ga., type B steel 82 (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 OR 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 Bl, 82, B3, 87 or TrFM-90 or 7-inch o.c. in a 4-inch lap and 7-inch o.c. in One or more A, SBS- LWC-37 at max 5ftspans or Min. 300 psi, min. 2-inch thick Mearlcrete Bil OMGMG OR BPF two, equally spaced, staggered rows in the BP -AA or APP- TA or TA or APP-TA -52.5 structural concrete field of the sheet TA Min. 22 ga., type B steel 82 (with poly- TFM-90 or 7-inch o.c. in a 4-Inch lap and 7-Inch o.c, in One or more SBS-SA, APP- LWC-38 at max 5 it spans or Min. 300 psi, min. 2-Inch thick Mearlcrete film top surface) OMG MG CR BPF two, equally spaced, staggered rows in the SBS-SA or SA, SBS-TA -52.5 structural concrete field of the sheet APP-TA or APP-TA A. Base Sheets options are coded as follows: ➢ III: Polyglass G2 Base;82: Polyglass Elastobose or Polyglass Elastobase Poly,B3: GAFGLASN75,84: GAFGIAS Stratavent Mailable Venting eose5heet 85: GAFGL4S Ply 4;86: GAFGfAS FlexPly 6; B7: JM Perma Ply No. 28; B8: JM Vensulation; 89: JM GlasPly IV; BSO: JM GlasPly Premier, B11: Tamko Glass -Base; B12: Tamko Vapor -Chan Exterior Research and Design, U.C. d/b/a TrinityI ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Authorization g9503 bra EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen; PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 526-1485 Appendix 1, Page 19 of 26 �I I KINITY ERD TABLE SA: CEMENTITIOUS WOOD FIBER DECKS —NEW CONSTRUCTION OR 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 Min. 2.5-inch Tectum D-IS or SECUROCK Gypsum -Fiber Roof Board or min. 0.5- D-IS or 585-AA, 585-TA, CWF-1 Plank or Tectum LS Plank ISO 95+GL, H-Shield, OB500 Inch Structodek High Density Fiberboard Roof OB500 BP -AA more BP -AA or APP- APP TA -45.0 Polytherm, ENRGY-3 Insulation TA Min. 1.5-inch ACFoam II, (Optional) One or Min. ch Tectum 0.15 or Min.0.25-inch Dens Deck, Dens Deck Prime, D-IS or SBS-SA or SBS-TA, SBS-SA, CWF-2 orT Plank or TeRum is Plank ISO 95+GL, H-ShleENRGld, OB500 SECUROCK Gypsum -Fiber Roof Board OB500 APP-TA more SBS-SA or APP TA, APP-SA -45.0 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. 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 or Tech plank or Tectum l5 Plank Polytherm, ENRGY-3 Stru inch Structodek High Density Fiberboard Roof TA APP TA Insulation Min.1.5-Inch ACFoam II, (Optional) One or CWF 4 Min. 2.rT ch Tectum 150 H-Shield, CR-20 Min. 0.25-inch Dens Deck, Dens Deck Prime, CR-20 SRS-SA or more SBS-SA or SBS-TA, SBS-SA, -52.5 Plank or Tectum l5 Plank , SECUROCK Gypsum -Fiber Roof Board APP TA APP TA APP SA Polytherm, ENRGY-3 APP-TA Exterior Research and Design, LLC, d/b/a TrinityI ERD Evaluation Report A42970.10.12-R2 for F1.16027-112 Certificate of Author12atkin #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 20 of 26 ,, I KINITY ERD TABLESB: CEMENTITIOUS WOOD FIBER DECKS —NEW CONSTRUCTION oR REROOF(TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor5heet Base Insulation Top Insulation Roof Cover (Note 15) MDP No. (Note 1) Type Fastener Attach Type Attach Type Attach Base Ply Ply Cap Ply (Psf) Min. 1.5-inch Min. 0.25-inch Dens Deck, Dens Min. 2.5-inch Polyglass 9-Inch o.c. in 4-inch ACFoam il, ACFoam Deck Prime, SECUROCK Gypsum - (Optional) Tectum Plank Elastobase, Trufast lap and 12-inch o.c. III, 15095+GL, H- Fiber Roof Board, Min. 0.75-Inch One or more SBS-AA, CWF-5 or Tectum is Polyglass Inuldek in two, equally Shield, ENRGY 3, HA FescoBoard (homogeneous) or HA BP -AA BP -AA or -30.0• Plank Elastobase Loc-Nail spaced, staggered Polytherm or Multi- min. 0.5-inch SVuctodek High APP TA APP-TSBS-TA, APP-TA 2Poly,Base Polyglass G2 Base center rows Max FA3 Density Fiberboard Roof 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, 15095+GL, H- HA Deck Prime, SECUROCK Gypsum- HA or APP• One or more SBS-SA, -30.0 or Tectum LS Elastobase Poly, Loc-Nail spaced, staggered Shield, ENRGY 3, Fiber Roof Board TA SBS-SA or APP-TA, Plank Polyglass G2 Base center rows Polytherm or Multi- APP-TA APP SA Max FA3 Min. 1.5-inch Min. 0.25-Inch Dens Deck, Dens Min. 2.5-inch Polyglass 9-inch o.c. In 4-Inch ACFoam 11, ACFoam Deck Prime, SECUROCK Gypsum - (Optional) Tectum Plank Elastobase, Trufast f lap and 18-inch O.C. III, 15095+GL, H- Fiber Roof Board, Min. 0.75-Inch One or more SBS-AA, CWF 7 or Tectum IS Polyglass Twin in two, equally Shield, ENRGY 3, HA FescoBoard (homogeneous) or HA BP -AA BP SBS-TA, -45.0" Plank Elastobase Poly, Loc-Nail spaced, staggered Polytherm or Multi —Density min. O.SinchSwaodek High APP TA P-TA APP-TA Polyglass G2 Base - - center rows - -_-. Max FA3 Fiberboard Roof _ Insulation Polyglass 9-Inch o.c. in 4-inch Min. 1.5-frith 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, 15095+GL, H- HA Deck Prime, SECUROCK Gypsum- HA or APP- One or more SBS-SA, -45.0" or Tectum LS Elastobase Poly, Loc-Nail spaced, staggered Shield, ENRGY 3, Fiber Roof Board TA SBS-SA or APP-TA, Plank Polyglass G2 Base center rows Polytherm or Multi- APP TA APP SA Max FA3 Exterior Research and Design, U.C. d/b/a Trinity H ERD Evaluation Report A42970.10.12-R2 for FL36027-112 Certificate of Authorization N9503 6r" 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 21 of 26 \ l TRINITY ERD TABLESC: CEMENTITIOUS WOOD FIBER DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER .' SYSTEMTYPEB: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Base Insulation layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Nate 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 TruF.st Iper 4 ft' High Density Fiberboard HA AA Ply) BP AA Base) One or more BP -AA SBS-TA, I -45.0 Tectum LS Plank Polytherm TL3In. Plate with TL Fastener Roof Insulation or APP-TA APP-TA TABLESD: CEMENTITIOUS WOOD FIBER DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEMTYPEC: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Top Insulation Layer Roof Cover (Note 15) MOP No. Deck (Note 1) Base Insulation Layer (Psf) 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, WF-10 Tectum Plank or more layers, any or SECUROCK Gypsum -Fiber Roof Board or Trufast Twin Loc-Nails 1 per 2 ftz (Optional if using Base) One or more BP -AA SBS-TA, -45.0 , Tectum is Plank combination, loose min. O.Sinch 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 (TEM-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 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 585-AA, SBS-TA, CWF-11 or Tectum LS Plank Poly, Polyglass G2 Base - Lac -Nall equally spared, 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 Lac- 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 -45.0 Exterior Research and Design, U.C. d/b/a TrinityI ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6rx 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 22 of 26 \ I RINITI( ERD TABLE 6A: GYPSUM DECKS— REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation layer Top Insulation layer Roof Cover (Note 15) MDP No. Deck (Notes 1 & 12) (Psq Type Attach Type Attach Base Ply Ply Cap Ply G-1 Existing, sound poured gypsum Min. 2.0 pcf, Insulfoam OB500 (Optional) additional layers(s) of base 08500 SBS-SA (Optional) One 5BS-SA, APP-SA -112.5 or gypsum plank deck insulation or more SBS-SA G 2 Existing, sound poured gypsum Min.1.5-inch ACFoam II, ENRGY 3 or OB500 (Optional) additional layers(s) of base-'. OB500 SBS-SA (Optional) One or more SBS-SA SBS-SA, APP-SA, -112.5 or gypsum plank deck H-Shleld insulation - - or APP-TA SBS-TA or APP-TA G•3 Existing, sound poured gypsum Min. 1.5-inch ACFoam 11, ENRGY 3 or OB500 Min. 0.25-Inch SECUROCK Gypsum- - 08500 SBS-SA (Optional) One or more SBS-SA ' SBS-SA, APP-SA, -112.5 or gypsum plank deck H-Shleld or min. 2.0 pd, Insulfoam - Fiber Roof Board or APP-TA SBSTA or APP-TA G-4 Existing, sound poured gypsum Min. 1.5-Inch ACFoam II, ENRGY 3, M-OSFA (Optional) additional layers(s) of base insulation and/or min. 0.25-inch M-OSFA SBS-SA (Optional) One 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 5BS-TAor APP-TA G-5 Existing, sound poured gypsum Min. 1.5-inch, min. 2.0 pd 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 SRS-SA G-6 Existing, sound poured gypsum Min. 1.5-inch, min. 2.0 pd Insulfoam CR-20 Min. 0.25-inch SECUROCK Gypsum- CR-20 SBS-SA (Optional) One or more SBS-SA SBS-SA, P-SA, -240.0 or gypsum plank deck Fiber Roof Board or APP-TA r SBS-TA or APP-TA (Optional (Optional If using Existing, sound poured gypsum Min. 0.25-inch Dens Deck, Dens if using AA Base) One or SBS-AA, SBS-TA, G-7 or gypsum plank deck Deck Prime or SECUROCK Gypsum- CR-20 None N/A AA Ply) more BP -AA or APP-TA -245.0 Fiber Roof Board BP -AA APP-TA - Existing, sound poured gypsum Min.1.5-inch ACFoam II, ACFoam III, (Optional) additional. layers(s) of base (Optional) One SBS-SA, APP-SA, G-8 or gypsum plank deck 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-TA or APP-TA -257.5 Multi -Max FA3 SECUROCK Gypsum -Fiber Roof Board or APP-TA Exterior Research and Design,. I.I.C. d/b/a Trinity HERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization 09503 6r" 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 KONITY ERD TABLE6B: GYPSUM DECKS —REROOF(TEAR-OFF) SYSTEMTYPEA-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) System Deck MDP No. (Note ]) Type Fasteners Attach Type Attach Type Attach Base Ply Ply cap PLY (PA (Note 11) 9-(nth o.c. in 4- Min.1.5-Inch Min. 0.25-Inch Dens Deck, Dens Existing, sound Polyglass Trufast FM- Inch lap and 18- ACFoam II, ACFoam Deck Prime, SECUROCK Gypsum - (Optional) poured gypsum Elastobase, 75 or FM- inch in two, 1509E+GL, H- Fiber Roof Board, Min. 0.75-inch One more SBS-AA, G 9 Polyglass 90 or Twin equally spaced, equo.cally ShIII,ield, Shield, ENRGY 3, HA FescoBoard (homogeneous) or HA BP -AA A BP -AA or SBS-TA, -45.0• por lank deck plank deck Elastobase Poly, Loc-Nails staggered center Polytherm or Multi- odekRoof High APP-TA APP-TA Polyglass G2 Base Density Fiberboard Density Fiberboard Roof board rows Max FA3, Insulation TABLE 6C: GYPSUM DECKS—REROOF (TEAR -OFF), OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck (Note 11 Base Insulation Top Insulation layer Roof Cover (Note 15) MDP Type Fasteners (Note 11) Attach Base Ply Ply (psf) (Optional) One or Min. 0.25-inch Dens Deck, Dens Deck Existing sound more layers, any Prime or SECUROCK Gypsum -Fiber Roof Board 0.5-Inch Trufast Twin Loc- Nails 1 2 k z (Optional if AA Ply)-05.0• (Optional If using AA Base) OG-10 7BAA� poured gypsum or mmbina0on, loose ormin. (min.1-inch per using more BP -AA or APP-TA gypsum plank deck laid Struttodek High Density Fiberboard embedment) BP-qpor Rooflnsulation - - - - - TABLE GO: GYPSUM DECKS —REROOF(TEAR-OFF) "' ,"•I - SYSTEMTYPEE:NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER f' System Base Sheet Roof Cover (Note 25) MDP Deck (Note 1) No. Base Fasteners (Note 11) Attach Base Ply Cap Ply (Psf) 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 sum BYP plank deck Poly, Polyglass G2 Base Twin Loc-Nails two, equally spaced, staggered center rows BP -AA or APP-TA APP-TA -45.0' Exterior Research and Design, I.I.C. d/b/a TrinityIERD Evaluation Report A42970.30.12-R2 for FL16027-RZ Certificate of Authorization #9503 ErH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516.1495 Appendix 1, Page 24 of 26 ',,�TRINITY I ERD TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation layer Top Insulation Layer Roof Cover (Note SS) MDP No. Substrate Type Attach Type Attach Base Ply Ply Cap Ply (psn Existing(Optional) additional layers(s) of base (OS-SAorAPP-Tonal) One rmom SBS-SA, R-1 asphaltic roof Mtn. 1.5-Inch Multi -Max FA3 D-IS IYIS 565-SA SBS-SA or APP-TA rAPP-, SBS-TA or APP-TA -67.5 SECUROCK SECUROCK Gypsum -Fiber Roof Board Roof R 2 Existing Min. 2.0 pcf Insulfoam DAS (Optional) additional layers(s) of base D-IS SBS-SA (Optional) One or more SBS-SA, APP-SA -90.0 asphaltic roof Insulation SBS-SA R-3 Existing Min.1.5-inch ACFoam ll or ENRGY 3 or min. DAS Min. 0.25-inch SECUROCK Gypsum -Fiber DAS SBS-SA (Optional) One or more SBS-SA, APP-SA, -90.0 asphaltic roof 2.0 pcf Insulfoam Roof Board SBS-SAor APP-TA SBS-TA or APP-TA Existing(Optional) additional layers(s) of base (Optional) One more SBS-SA, APP-SA, RA roof MIn.1.5-Inch ACFoam II or ENRGY 3 DAS insulation and/or min. 0.25-inch DAS SBS-SA SBS-SA or APP-TA SBS-TA or APP-TA -90.0 SECUROCK Gypsum -Fiber Roof Board R-5 Existing Min. 1.5-Inch, min. 2.0 pd Insulfoam OB500 (Optional) additional layers of base 08500 SBS-SA (Optional) One or more SBS-SA, APP-SA -120.0 asphaltic roof insulation SBS-SA R-6 Existing Min.1.5-inch, min. 2.0 pcf Insulfoam - OBSOD Min. 0.25-inch SECUROCK Gypsum -Fiber OBSOO SBS-SA (Optional) One or more SBS-SA, APP-SA, -120.0 asphaltic roof Roof Board SBS-SAor APP-TA SBS-TA or APP-TA Existing Min. 1.5-inch ACFoam II, ENRGY 3 or H- (Optional) additional layers(s) of base One or more SBS-SA, APP-SA, R-7 asphalticroof Shield OB500 insulationandpsum-FiberRn. inch. OB500 SBS-SA SBS-SA 5B5-SA orAPP-TA or SBS-TAor 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, RB asphaltic roof Shield or Multi -Max FA3 O5FA insulation and/or min. 0.25-inch OSFA SBS-SA 5B5-SAor APP-TA SBS-TAor APP-TA -157.5 SECUROCK Gypsum -Fiber Roof Board R-9 Existing Min. 2.0 pcf Insulfoam CR-20 (Optional). additional layers(s) of base CR-20 SBS-SA (Optional) One or more SBS-SA, APP-SA -240.0 asphaltic roof insulation SBS-SA R-10 Existing- Min. 2.0 pcf Insulfoam CR-20 Min. 0.25-inch SECUROCK Gypsum -Fiber CR-20 SBS-SA (Optional) One or more SBS-SA, APP-SA, -240.0 asphaltic roof Roof Board SBS-SA or APP-TA SBS-TA or APP-TA Min. 1.5-inch Ultra -Max or Muhl -Max FA-3, (Optional) additional layers(s) of base R-11 Existing min. 1.3-inch ACFoam 111 or min. 1.0-inch CR-20 insulation and/or min. 0.2R inch CR-20 SBS-SA more SBS-SA, APP-SA, -240.0 asphaltic roof 15O 95iG4 H-Shield, H-Shield CG or ENRGY SECUROCK Gypsum -Fiber Roof Board SBS-SA SBS-SA or APP-TA orAP -TA SBS-TA or APP-TA 3 Existing (Optional) additional layers(s) of base e 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-S orAP -TA 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 or more SBS-AA, SBS-TA or R-13 asphaltic roof Min. 1.5-inch Multi -Max FA3 D-15 Prime or SECUROCK Gypsum -Fiber Roof D-IS SA, APP-TA BP-AAor 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-TAor 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, U.C. d/b/a Trinity ERD Evaluation Report A42970.10.12-112 for F1.16027-112 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 25 of 26 , TRINITY1 ERD TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation layer Top Insulation layer I - Roof Cover (Note 15) MOP No. Substrate Type Attach Type Attach Base Ply Ply Cap Ply (pso Existing 5 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 or 15095+GL OB500 Prime or SECUROCK Gypsum -Fiber Roof OB500 SA, APP-TA BP-AAor APP-TA APP-TA -127.5 Board . R-16 Existing Min. 1.5-Inch ACFoam 11, 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 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, R-17 Existing min.1.3-inch ACFoam 111 or min. 1.0-Inch CR-20 Min. 0.25-inch SECUROCK Gypsum -Fiber CR-20 BP -AA (Optional) One or more SBS-AA -225.0 asphaltic roof ISO 95+GL, H-Shield, H-Shield CG or ENRGY Roof Board BP AA 3 or min. 2.0 pcf Insuffoann - Min.1.5-Inch Ultra -Max or Multi -Max FA3; ' R-18 Existing min.1.3-inch ACFoam III or min. 1.04nch CR 20 Min. 0.25-inch SECUROCK Gypsum -Fiber CR-20 APP-TA (Optional) One or more APP TA -2325 asphaltic roof ISO 95+GL, H-Shield, H-Shield CG or ENRGY Roof Board APP-TA 3 or min. 2.0 pcf Insulfoam TABLE 713:.REC0VER APPLICATIONS - SYSTEM TYPE F:NON-INSULATED, BONDED BASE SHEET, BONDED ROOF COVER ' System Deck Primer Roof Cover (Note 15) MOP Base Ply I Ply Cap Ply No. (Psf) R-19 Existing asphaltic roof ASTM D41 BP -AA 0 tional if using asphalt applied PI ( p g P PP Y) (Optional if using asphalt applied Base) BP -AA or APP-TA SBS-AA, SBS-TA, APP-TA -45.0 Exterior Research and Design, I.I.C. d/b/a Trinity ERD Evaluation Report A42970.10.12-R2 for F116027-112 Certificate of Authorization #9503 6TM 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