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Home My WebLink AboutPRODUCT APPROVALFlorida r iG�fia7'x�•1?3tm BCIS Home { Log In { User Registration I Hot Topics Product Approval } USER: Public User Product Approval Menu > Product or Application Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who dev the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence I Referenced Standard and Year (of Standard) e- SCANNED BY Sftudeftntv t { I Submit Surcharge i Stats & Facts { Publications '{ FBC Staff BCIS Site Map Links { Search { st > Application Detail FL16027-R2 ST. LUCIE COUNTY BUILDING DIVISION? Revision REVIEWED FOR COMPLIANCE 2017 REVIEWED BY Approved DATE i PLANS AND PERMIT MUST BE KE ' N JOB SITE OR NO INSPECTIONS) WILL 6E MAD€ Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com David Ruiz david. ruiz@tribuiltmg.com David Ruiz 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 david.ruiz@tribuiltmaterialsgroup.com C Richard Schurman 9050 Louisiana Street Merrillville, IN 46410 rich.schurman@alliedbuilding.com Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS UL LLC REQUIRED BY FIELD INSPECTORS THAT 10/06/2018 MAY BE NECESSARY IN ORDER TO John W. Knezevich, FCOMPLY WITH ALL APPLICABLE CODES. Validation Checklist - Hardcopy Received FL16027 R2 COI 2017 01 COI Nieminen.pdf Standard ASTM D6163 ASTM D6164 ASTM D6222 FM 4470 FM 4474 CONCEALED FASTENERS OR AT Equivalence of Product Standards ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD Year 2008 2011 2011 2012 2011 FILE COPY �M Professional Rwqua a_Iw. .. ., BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff E BCIS Site Map ! Links Search i Florida ii-10% Product Approval rUSER: Public User dMNEJYca Product Approval Menu > Product or Application Search > .Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration C Validated By Certificate of Independence Referenced Standard and Year (of FL16027-112 Revision 2017 Approved Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800)516-1485 david.ruiz@tribuiltmg.com David Ruiz david.ruiz@tribuiltmg.com David Ruiz 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 david.ruiz@tribuiltmaterialsgroup.com C Richard Schurman 9050 Louisiana Street Merrillville, IN 46410 rich.schurman@alliedbuilding.com Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer t-1 Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 10/06/2018 John W. Knezevich, PE i11 Validation Checklist - Hardcopy Received FL16027 R2 COI 2017 01 COI Nieminen.odf Standard Year ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 FM 4470 2012 FM 4474 2011 Equivalence of Product Standards 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 Modifi d Bitumen Roof SBS and APP modified bitumen roof systems Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL16027 R2 II 2017 09 FINAL Al ER TRI- Approved for use outside HVHZ: Yes BUILT MODBIT FL16027-R2.pdf 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 t iis application Evaluation Reports refers to one system. Refer to ER Appendi for all systems and FL16027 R2 AE 2017 09 FINAL ER TRI- max. design pressures. 2.) Refer to ER Se ion 5 for Limits of BUILT MODBIT FL16027-R2.pdf Use. Created by Independent Third Party: Yes Back Next Contact Us :'^ 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. mail to this entity. Instead, contact the office by 455.275(1), Florida Statutes, effective October 1, 20 one. The emalls provided may be used for official com address, please provide the Department with an emai jIf you do not want your e-mail address released in response to a public -records request, do not send electronic phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 12, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have munication with the licensee. However email addresses are public record. If you do not wish to supply a personal 4 address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® 99 M Credit Card Safe TRINITY i ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPUFT RESISTANCE n...s...,,.,. Page 1A-1 Wood New or Reroof (Tear -Off) A-21 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 1A-2 Woad New, Reroof (Tear -Off) or Recover A-21 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 iC Wood New, Reroof (Tear -Off) or Recover C Mech, Attached Insulation, Bonded Roof Cover 6 ID Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6 lE 1 Wood New or Reroof (Tear -Off) E Non -Insulated Mech. Attached Base Sheet, Bonded Roof Cover 7 lE-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover B 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover B 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 I -iA 3A Structural concrete New or Reroof 3B Structural concrete New or Reroof 4A LWIC New or Reroof (T N o Reroof (T F Non, -Insulated, Bonded Roof Cover A-1 Bonded Insulation, Bonded Roof Cover .. ., _�....e --A b...�hrinn R —4.A R—f r—, 14 1b-lb 1b 19 20 21 4B 4C LWIC ew r- LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 17• 5A CWF - New or Reroof (Tear -Off) A-� Bonded Insulation, Bonded Roof Cover 513 CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover SC CWF New, Reroof (Tear -Off) or Recover B I Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22 SD CWF New Reroof (Tear -Off) or Recover C - Mech. Attached Insulation, Bonded Roof Cover 22 5E CWF New Reroof (Tear -Off) or Recover E I Non -Insulated Mech. Attached Base Sheet, Bonded Roof Cover 22 6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 23 6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 24 6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 24 6D Gypsum New Reroof (Tear -Off) or Recover E Non -Insulated Mech. Attached Base Sheet, Bonded Roof Cover 24 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 25-26 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 26 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBCPpproval 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 16, when installed with the roof cover. Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modred Bitumen Roof Systems; (900) 516-1485 Appendix 1, Page 1 of 26 NTINITY 1 ERD 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are Installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Secti Ion 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 manufacturers published instructions. > HA (HA): Full coverage at 25-30 Ibs%square. > Dow INSTA STIK Qulk Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inchiwide 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-inch1wide ribbons,l2-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/squ re. > ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch vide ribbons, 12-inch o.c. > Note: When multiple layers(s) of insulation and/or coverboard are Installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. > Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickn Iss 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 he used to 'Increase' the DP 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 I sted In the table: > Millennium One Step Foamable Adhesive (M-OSFA): MDP '-157.5 psf (Mir. 0.5-inch thick) > OMG OlyBond 500 (OB500): MDP -45.0 psf (Mir. 0.5-inch thick Multi -Max FA-3) > OMG OlyBond 500 (OB500): MDP -187.5 psf (Mir. 0.5-inch thick ISO 95+GQ > OMG OlyBond 500 (OB500): MDP -315.0 psf (Mir. 0.5-inch thick ENRGY 3) > OMG OlyBond 500 (OB500): MDP -487.5 psf (Mir. 0.5-inch thick ACFoam 11) ➢ ICP Adhesive & Sealants CR-20: MDP -117.5 psf (Mip. 1.0-inch thick) 8. Bonded polyisocianurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum desigrj 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 quail ad design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk` carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall rreet 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 ANTI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance.with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 td 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 specifiiclLWC is not referenced, the minimum design mix shall he 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 61e EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modifled 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 sheetllapplications. 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 II HA at 20-40lbs/square Ply FBC Approved ASTM D2178, Type IV or VI SBS-AA (SBS, Asphalt -Applied) Cap Ply TriBuilt SBS Granular HA at 20-40lbs/square SBS-TA (SBS, Torch -Applied) Cap Ply TriBuilt SBS Grantllar < < < < < Torch -Applied SBS-SA (SBS, Self -Adhering) Base Ply TriBuilt SA SBS Bade Self -Adhering Cap Ply TriBuilt SA SBS Cap APP-TA (APP, Torch -Applied) Base Ply or Ply TriBuilt APP Smooth < < < < < Torch -Applied Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular APP-SA Self-Adhering) Cap Ply TriBuiltSAAPPCap 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 n ro VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DEcx; ADHERED INSULATION PER TABLE 3A Option q 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-1. ASTM D41 TriBuilt SA SBS Base Self -Adhering I 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 o� allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, U.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Authorization #9503 6r" EDITIO (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) S16-1485 Appendix 1, Page 3 of 26 T,TRINITYIERD TABLE 1A-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) MOP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (Psf) Min.0.25-inch Dens 8-inch o.c. in 4- Deck, Dens Deck Prime, Polyglass G2 Base, 32 ga., 1-5/8- inch lap and 8- (Optional) FBC SECU ROCK Gypsum - Min. 19/32- CertainTeed Glasbase, Inch diameter inch o.c. in Approved, Fiber Roof Board, Min. (Optional) SBS-AA, VV_1 Inch plywood Firestone MB Base, JM tin caps with it three, equally A5TM C3289, HA 0.75-inch FescoBoard HA BP -AA BP AA SBS-TA, -60.0 at max. 24- Perma-Ply 28, Tam a annular ringspaced, 8 ' P P tyP e II OI iso- P y (homogeneous) or min. g ) APP-TA inch spans Glass Base or shank nails staggered cyanurate 0.5-inch S[ructodek GAFGLAS #75 center rows High Density Fiberboard Roof Insulation 8-Inch o.c. in 4- Min. 19/32- Polyglass G2 Base, CertainTeed Glasbase, 32 ga., 1-5/8- Inch lap and 8- (Optional) tional) FBC Min. Dens (Optional) SBS-SA, W_2 inch plywood Firestone MB Base, JM inch diameter tin caps with 11 inch o.c. In three, equally A{�proved, A5TM C1289, HA Deck, Dens Deck Prime, HA SBS-SA e more SBS- APP-SA, 60 -.0 at max. 24- Perma-Ply 28, Tamko ga. annular ring spaced, ty e II polyiso- SECUROCK Gypsum- 5A or SBS-TA ar APP-TA inch spans Glass Base or shank nails staggered nurate Fiber Root Board APP TA GAFGLAS#75 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- A I Foam II, III, CR-20 or M- Min. 0.25-inch Dens D-IS, SBS-AA, in plywood Polyglass Elastobase inch diameter inch o.c. in H�Shield, H- OSFA, atop Deck, Dens Oeck Prime 08500, BP -AA (Optional) SBS-TA, -60.0' W-3 at max. 24- or Polyglass tin caps with 12 four, equally Sf ield CG, fastener or SECUROCK Gypsum- CR-20 or BP -AA inch spans Elastobase Poly ga. annular ring spaced, Multi -Max FA3 rows, 7-inch Fiber Roof Board M-OSFA APP-TA shank nails staggered odIIENRGY-3 oc center rows 6-inch o.c. in 4- I Min. 19/32- 32 ga., 1-5/8- inch lap and 6- M(n. ACFoam 2-inch II, III, D-IS, OB500, CR-20 or M- D-IS, (Optional) SBS-SA, inch plywood Polyglass Elastobase inch diameter inch o.c. in H Shield, H. OSFA, atop (Optional) Additional OB500, One or APP-SA, W.4 at max. 24- or Polyglass tin caps with 12 four, equally i- C fastener layers of base insulation SBS-SA more SBS- or -60.0• inch spans Elastobase Poly ga. annular ring spaced, Multi -Max FA3 rows, 7-inch M-OSFA M-OS A SA or APP-TSBS-T APP-TA shank nails staggered lIEN oc APP-TA center rows ogENRGY-3 Exterior Research and Design, U.C. d/b/a Trinity I ERD Certificate of Authorization #9503 6r"EDITIO (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 4 of 26 s � CJ TRINITYjERD TABLE 1A-2: WOOD DECKS —ANEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPEA•2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base insulation Top Insulation Roof Cover (Note IS) MDP No. (Note 1) Type Fasteners Attach I Type I Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 0.25•inch Dens Deck, Polyglass 12-inch o.c. in 4- (Optional) FBC Dens Deck Prime, SECUROCK Min. 19/32- Elastobase or OMG Flat inch lap and 12- Apptoved, Gypsum -Fiber Roof Board, (Optional) SBS-AA, SBS- W-5 inch plywood Polyglass Bottom Plates inch o.c. in two, ASTM C1289, HA Min. 0.75-Inch FescoBoard HA BP -AA BP -AA TA, APP-TA •60.0 at max. 24 Elastobase s uare with (square) equally spaced, q y p typed II polyiso- (homogeneous) or min. 0.5- inch spans Poly y Roofgrip 412 staggered center garturate inch Structodek High Density rows Fiberboard Roof Insulation Polyglass 12-inch o.c.in 4- (Optional) FBC (Optional) Min.19/32- Elastobase or OMG Flat inch lap and 12- App oved, Min. 0.25-inch Dens Deck, One or SBS-SA, APP- W 6 inch plywood Polyglass Bottom Plates inch o.c. in two, ASTM C1289, HA Dens Deck Prime, SECUROCK HA SBS-SA more SBS- SA, SBS-TA -60.0 at max. 24 Elastobase (square) with equally spaced, hpeI II polyiso- Gypsum-Fiber Roof Board SA or APP- or APP-TA inch spans Poly Roofgrip#12 staggered center rows ganluraol TA TABLE IS: WOOD DECKS-14EW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHEDIBASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover (Note 35) MDP No. Deck (Note 1) Type Fasteners Attach Type Attach Base Ply Ply Cap Ply (psf) Min.19/32-inch Min.1.5-inch Dekfast Hex with I 1 pek r Min. 0.75-inch FescoBoard (homogeneous) or min. 0.5-inch (Optional if (Optional if using AA Base) One or SBS-AA, SBS-TA, W-7 plywood at max. 24-inch ENRGY 3, H-Shield Dekfast #12 or TruFast 1.33 t Struct odek High Density Fiberboard HA using AA Ply) more BP -AA or APP-TA -60.0 spans or Polytherm MP-3 with TruFast DP Roof Insulation BP -AA APP-TA Exterior Research and Design, U.C. d/b/a Trinity( ERD Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 5 of 26 QFJ TRINITYIERD TABLE 1C: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER ' ,SYSTEM TYPE C: ,MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Base Insulation Top Insulation Layer Roof Cover (Note 15) MOP Type I Fasteners Attach Base Ply Ply Cap Ply No. Deck (Note 1) Layer (Psf) Min. 19/32-inch (Optional) One more layers, Min. 0.5-inch Structodek High Density Fiberboard Roof Insulation or min. 0.25• Dekfast Galvalume 1 per 1.33 (Optional if (Optional if using AA SBS-AA, SBS-TA, APP- -82.5 W-8 plywood at max. Steel Hex with = ft using AA Ply) Base) One or more BP TA 24-inch spans o any combination, inch Dens Deck, Dens Deck Prime or Dekfast M12 DP BP -AA or APP-TA loose laid SECUROCK Gypsum -Fiber Roof Board Dekfast Galvalume Min. 19inch (Optional) One or more layers, Min. 1.5-inch ENRGY 3, H-Shield or Steel Hex with 1 per 1.33 SBS-SA (Optional) One or more SBS-SA, APP-SA, SBS- 82 5 W-9 plywoodd at at max. any combination, Polytherm Dekfast M32 DP or TruFast MP-3 with it SBS-SA or APP-TA TA or APP-TA 24-inch spans 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 Layer(s) I I Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 1) Type Attach Base I Fasteners Attach Base Ply Cap Ply (Psf) Polyglass Elastobase, Polyglass OMG Flat Bottom Plates Min. 19/32-inch Elastobase Poly, Polyglass G2 Base, (square) with Roofgrip 12-inch o.c. in 4-inch lap and 12- (Optional) One SBS-AA, W-10 plywood at max. One or more layers, Prelim. CertainTeed Glasbase, Firestone MB M34, Dekfast Hex with Inch o.c. in two, equally spaced, or more BP -AA SBS-TA, -52.5 24-inch spans any combination Attached Base,1M Perma-Ply 28, Glass Dekfast 414 or TruFast staggered center rows or APP-TA APP-TA jamko Base or GAFGLAS 05 MP-3 with TruFast HD Min.19/32-inch One or more layers, Prelim. POlyglass Elastobase or Polyglass Dekfast Hex with Dekfast or TruFast MP-3 with 12-inch o.c. in 4-inch lap and 12- inch o.c. in two, equally spaced, One or more SBS-SA, APP-SA, -52.5• W-11 plywood at max. any combination Attached Elastobase Poly with poly top surface T#14ruFast TruFast HD staggered center rows SBS-SA SBS-TA or 24-inch spans 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- Inch o.c. in two, equally spaced, (Optional) One or more BP -AA SBS-AA, SBS-TA, -60.0 W-12 plywood at max. 24-inch spans any combination Attached Elastobase Poly I (square) with Roofgrip M12 staggered center rows or APP-TA APP-TA Min.19inch One or more layers, Prelim. Polyglass Elastobase or Qolyglass OMG Flat Bottom Plates 12-inch o.c. in 4-inch lap and 12- inch o.c. in two, equally spaced, One or more SBS-SA, APP-SA, -60.0• W-13 at plywoodd at max. any combination Attached Elastobase Poly with poly top surface (square) with Roofgrip M12 staggered center rows SBS-SA SBS-TA or 24-inch spans APP-TA Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization M9503 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 6 of 26