Loading...
HomeMy WebLinkAboutProduct Approval (3) Florida Building Code Online Page 1 of 2 r-11s 77---�- r , � ��-}-- I f -BCIS Home Log In i User Registration f Hot Topics : Submit Surcharge Stats&Facts Publications PBC Staff BCIS Site Map Links i Search EE' i Product Approval USER:Public Per l'.'-.��t 11 i.• 1 �•1 I� i 1, ,r� Product Approval Menu>Product or Aoolication Search>Application List>Application Detail .1 ,•� •$ �� _`.�' A FL# FL16027-R1 Application Type Revision Code Version 2014 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@tribuiltmg.com Authorized Signature David Ruiz david.ruiz@tribuiltmg.com Technical Representative C Richard Schurman Address/Phone/Email 9050 Louisiana Street Merrillville,IN 46410 rich.schurman@alliedbuilding.com Quality Assurance Representative C Richard Schurman Address/Phone/Email 9050 Louisiana Street Merrillville,IN 46410 rich.schurman@alliedbuilding.com Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity tIL LLC Quality Assurance Contract Expiration Date 03/31/2019 Validated By John W. Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL16027 R1 COI 2015 01 COI Nieminen.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 FM 4470 1992 FM 4474 2004 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrx... 3/3/2017 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 03/23/2015 Date Validated 03/29/2015 Date Pending FBC Approval 03/31/2015 Date Approved 06/22/2015 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 HVHZ: No FL16027 R1 II 2015 03 FINAL Al ER TRI- Approved for use outside HVHZ: Yes BUILT MODBIT FL16027-111.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 DP noted in this application refers to one Evaluation Reports system. Refer to ER Appendix for all systems and max. FL16027 R1 AE 2015 03 FINAL ER TRI- design pressures. 2.)Refer to ER Section 5 for Limits of Use. BUILT MODBIT FL16027-Rl.odf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ............._.._.__......................._............................ Credit Gare! Safe Cm= http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrx... 3/3/2017 -7- TRINIWI ERD APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page IA-1 Wood New or Reroof(Tear-off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4 1A-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5- 1B Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 5 1C Wood New,Reroof(Tear-off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 6 1D Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 6 1E-1 Wood New or Reroof(Tear-Off) E Non-insulated,Mech.Attached Base Sheet,Bonded Roof Cover 7 IE-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 Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 9 2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 10 2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 11 3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 12-14 3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover 15 3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 15 4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 16-17 4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 17 4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 18-20 SA CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 21 SB CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 22 5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 22 5D CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 23 5E CWF New,Reroof(Tear-Off)or Recover E Non-insulated,Mech.Attached Base Sheet,Bonded Roof Cover 23 6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 24 6B Gypsum New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 25 6C Gypsum New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 25 6D Gypsum New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 25 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 26-27 7B Various Recover F Non-insulated,Bonded Base Sheet,Bonded Roof Cover 27 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 AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement: >Wood: Minimum 0.75-inch penetration. >Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. > Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. 3. Unless otherwise noted,insulation may be any one layer or combination of polyisocya n u rate,polystyrene,wood fiberboard,perlite,Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat 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 2603.4.1 or 2603.6,when installed with the roof cover. Exterior Research and Design,LLC.d/b/a Trinity[ERD Evaluation Report A42970.10.12-RI for FL16027-R1 Certificate of Authorization#9503 Revision 1:03/23/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 27 TRINITY I 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 AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. S. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ HA(HA): Full coverage at 25-30 lbs/square. ➢ Dow Insta-Stik Roofing 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. ➢3M 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. 6. Unless otherwise noted,all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocya n u rate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table: ➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick) ➢OMG OlyBond 500(OB500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3) ➢ OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GL) ➢OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3) ➢ OMG OlyBond 500(06500): MDP -487.5 psf (Min.0.5-inch thick ACFoam II) ➢ 3M CR-20: MDP -117.5 psf (Min.1.0-inch thick) 7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 8. 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 RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements. 9. 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. 10. 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 TAS 105 or ANSI/SPRI FX-1. 11. For existing substrates in a bonded recover installation,the existing roof system shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124. 12. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application. 13. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck construction and limitations. For systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1,Point 1. - Exterior Research and Design,LLC.d/b/a Trinity ERDz i rc Evaluation Report A42970.10.12-R1 for FL16027-R1 Certificate of Authorization#9503 cT c '.z Revision 1:03/23/2015 Prepared by: Robert Nieminen,PE-59166 p cl Appendix 1,Page 2 of 27 .t '\S TRINITY I ERD 14. 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 FBC Approved ASTM D4601,Type II HA at 20-40 lbs/square (Base and Ply sheets,Asphalt-Applied) Ply FBC Approved ASTM D2178,Type IV or VI SBS-AA Cap TriBuilt SBS Granular HA at 20-40 lbs/square (SBS,Asphalt-Applied) SBS-TA (SBS,Torch-Applied) Cap TriBuilt SBS Granular Torch-Applied SBS-SA Base TriBuilt SA SBS Base Self-Adhering (SBS,Self-Adhering) Cap TriBuilt SA SBS Cap APP-TA Base or Ply TriBuilt APP Smooth Torch-Applied (APP,Torch-Applied) Cap TriBuilt APP Smooth,TriBuilt APP Granular APP-SA (APP,Self-Adhering) — Cap TriBuilt SA APP Cap Self-Adhering 15. The following represent priming requirements for gypsum-based coverboards: ➢ Dens Deck and Dens Deck Prime shall be field-primed with ASTM D41 primer prior to self-adhering.or torch-applied membrane application.'No priming is required for hot-asphalt membrane applications. SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application. 16. "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)ERD Evaluation Report A42970.10.12-R1 for FL16027-R1 Certificate of Authorization#9503 Revision 1:03/23/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 27 TRINIIYIERD 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 MDP No. (See Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Cap (psf) Min.0.25-inch Dens Polyglass G2 Base, 8-inch o.c.in 4- Deck,Dens Deck Prime, Min.19/32- CertainTeed Glasbase, 32 ga.,1-5/8- inch lap and 8- (Optional)FBC SECUROCK Gypsum- inch diameter inch o.c.in Approved, Fiber Roof Board,Min. SBS-AA, W-1 inch plywood Firestone at max.24- Perma-Ply 28 28 Base,,Tamko Bp-AA tin caps with 11 three,equally ASTM C1289, HA 0.75-inch FescoBoard HA BP-AA (Optional) SBS-TA, -60.0 � inch spans Glass Base or ga.annular ring spaced, type II polyiso- (homogeneous)or min. APP-TA GAFG LAS#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- 32 ga.,1-5/8- inch lap and 8- (Optional)FBC (Optional) SBS-SA, Min.19/32- CertainTeed Glasbase, Min.0.25-inch Dens inch diameter inch o.c.in Approved, One or inch plywood Firestone MB Base,JM Deck,Dens Deck Prime, APP-SA, W-2 at max.24- Perma-Ply 28,Tamko tin caps with 11 three,equally ASTM C1289, HA SECUROCK Gypsum- HA SBS-SA more SBS- SBS-TA or -60.0 inch spans Glass Base or ga.annular ring spaced, type II polyiso- Fiber Roof Board SA or APP TA GAFGLAS#75 shank nails staggered cyanurate APP-TA center rows 6-inch o.c.in 4- Min.2-inch D-IS,OB500, 32 ga.,1-5/8- inch lap and 6- Min.19/32- ACFoam II,III, CR-20 or M- Min.0.25-inch Dens D-IS, Polyglass Elastobase inch diameter inch o.c.in SBS-AA, W-3 inch plywood or Polyglass tin caps with 12 four,equally H-Shield,H- OSFA,atop Deck,Dens Deck Prime OB500, BP AA (Optional) SBS-TA, -60.0 at max.24- Shield 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 center rows or ENRGY-3 oc 6-inch o.c.in 4- Min.2-inch D-IS,08500, 32 ga.,1-5/8- inch lap and 6- (Optional) Min.19/32- ACFoam II,III, CR-20 or M- D-IS, SBS-SA, Polyglass Elastobase inch diameter inch o.c.in One or inch plywood H-Shield,H- OSFA,atop (Optional)Additional OB500, APP-SA, W-4 or Polyglass tin caps with 12 four,equally SBS-SA more SBS- -60.0 at max.24- Elastobase Poly Shield CG, "fastener layers of base insulation CR-20 or SBS-TA or inch spans y ga.annular ring spaced, SA or shank nails staggered Multi-Max FA3 rows,7-inch M-OSFA APP TA center rows APP TA or ENRGY-3 oc Exterior Research and Design,I.I.C.d/b/a Trinity)ERD Evaluation Report A42970.10.12-111 for FL16027-R1 Certificate of Authorization#9503 Revision 1:03/23/2015 -� Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 4 of 27 fJ TRINITY I ERD TABLE 1A-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 MDP No. (See Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Cap (Psf) 12-inch o.c.in 4- Min.0.25-inch Dens Deck, Min.19/32- Polyglass OMG Flat inch lap and 12- (Optional)FBC Dens Deck Prime,SECUROCK Elastobase or Approved, Gypsum-Fiber Roof Board, inch plywood Bottom Plates inch o.c.in two, (Optional) SBS-AA,SBS- W-5 at max.24- Polyglass (square)with equally spaced, ASTM C1289, HA Min.0.75-inch FescoBoard HA BP-AA BP-AA TA,APP-TA -60.0 Elastobase type II polyiso- (homogeneous)or min.0.5- inch spans Poly Roofgrip#12 staggered center cyanurate inch Structodek High Density rows Fiberboard Roof Insulation 12-inch o.c.in 4- Polyglass (Optional)FBC (Optional) Min.19/32- OMG Flat inch lap and 12- inch plywood Bottom Plates inch o.c.in tw Elastobase or Approved, Min.0.25-inch Dens Deck, One or SBS-SA,APP- W-6 Polyglass ASTM C1289, HA Dens Deck Prime,SECUROCK HA SBS-SA more SBS- SA,SBS-TA -60.0 at max.24- Elastobase (square)with equally spaced, type II polyiso- Gypsum-Fiber Roof Board SA or APP- or APP-TA inch spans Poly Roofgrip#12 staggered center cyanurate TA rows TABLE 113:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover MDP No. Deck(See Note 1) Type Fasteners Attach Type Attach Base Ply Cap (pso Min.19/32-inch Min.1.5-inch Dekfast Hex with Min.0.75-inch FescoBoard (Optional if (Optional if using SBS-TA, W-7 plywood at max.24-inch ENRGY 3,H-Shield Dekfast#12 or TruFast 1 per z (homogeneous)or min.0.5-inch HA using AA Ply) AA Base)One or SBS-AA, -60.0 1.33 ft Structodek High Density Fiberboard more BP-AA or APP-TA spans or Polytherm MP-3 with TruFast DP Roof Insulation BP APP-TA Exterior Research and Design,LLC.d/b/a Trinity]ERD Evaluation Report A42970.10.12-R1 for FL16027-R1 Certificate of Authorization#9503 Revision 1:03/23/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 5 of 27 F)o TRINITY I ERS TABLE 1C:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE C:MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER System Deck(See Note 1) Base Insulation Top Insulation Layer Roof Cover MDP No. Layer Type Fasteners Attach Base Ply Cap (Psf) (Optional) Min.0.5-inch Structodek High Density Min.19/32-inch Dekfast Galvalume (Optional if (Optional if using AA One or more layers, Fiberboard Roof Insulation or min.0.25- 1 per 1.33 SBS-AA,SBS-TA,APP- W-8 plywood at max. Steel Hex with 2 using AA Ply) Base)One or more BP-AA -82.5 24-inch spans any combination, inch Dens Deck,Dens Deck Prime or Dekfast#12 DP ft BP-AA or APP-TA TA loose laid SECUROCK Gypsum-Fiber Roof Board (Optional) Dekfast Galvalume 1 Min.19/3.2-inch Steel Hex with \ One or more layers, Min.1.5-inch ENRGY 3,H-Shield or 1 per 1.33 (Optional)One or more SBS-SA,APP-SA,SBS- W-9 plywood at max. Dekfast#12 DP or 2 SBS-SA -82.5 24-inch spans any combination, Polytherm TruFast MP-3 with ft SBS-SA or APP-TA TA or APP-TA loose laid TruFast DP TABLE 1D:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE D:PRELIMINARILY ATTACHED INSULATION,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck(See Note 1) Insulation Layer(s) Base Sheet Roof Cover MDP No. Type Attach Base Fasteners Attach Ply Cap (Psf) Polyglass Elastobase,Polyglass OMG Flat Bottom Plates Min.19/32-inch One or more layers, Prelim. Elastobase Poly,Polyglass G2 Base, (square)with Roofgrip 12-inch o.c.in 4-inch lap and 12- (Optional)One SBS-AA, W-10 plywood at max. CertainTeed Glasbase,Firestone MB #14,Dekfast Hex with inch o.c.in two,equally spaced, or more BP-AA SBS-TA, -52.5 24-inch spans any combination Attached Base,JM Perma-Ply 28,Tamko Glass Dekfast#14 or TruFast staggered center rows or APP-TA APP-TA Base or GAFGLAS#75 - MP-3 with TruFast HD Min.19/32-inch - Dekfast Hex with Dekfast 12-inch o.c.in 4-inch lap and 12- SBS-SA, W-11 plywood at max. One or more layers, Prelim. Polyglass Elastobase or Polyglass #14 or TruFast MP-3 with inch o.c.in two,equally spaced, One or more APP-SA, -52.5* 24-inch spans any combination Attached Elastobase Poly with poly top surface TruFast HD staggered center rows SBS-SA SBS-TA or APP-TA Min.19/32-inch One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates 12-inch o.c.in 4-inch lap and 12- (Optional)One SBS-AA, / W-12 plywood at max. inch o.c.in two,equally spaced, or more BP-AA SBS-TA, -60.0 24-inch spans any combination Attached Elastobase Poly (square)with Roofgrip#12 staggered center rows or APP-TA APP-TA Min.19/32-inch 12-inch o.c.in 4-inch lap and 12- SBS-SA, One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates One or more APP-SA, * W-13 plywood at max. any combination Attached Elastobase Poly with poly top surface (square)with Roofgrip#12 inch o.c.in two,equally spaced, SBS-SA SBS-TA or 60.0 24-inch spans staggered center rows APP-TA Exterior Research and Design;LLC.d/b/a Trinity)ERD Evaluation Report A42970.10.12-131 for FL16027-R1 Certificate of Authorization#9503 Revision 1:03/23/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 6 of 27 e F)o TRINITY I ERD TABLE 1E-1:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE E:NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Base Sheet Roof Cover MDP Deck(See Note 1) No. Base Fasteners Attach Ply Cap (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 MAXX Cap equally spaced,staggered center rows APP-TA or APP-TA -45.0* 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,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 (Optional) W-16 plywood at max. Poly,Polyglass G2 Base,CertainTeed 32 ga.,1-5/8-inch diameter tin caps 8-inch o.c.in 4-inch lap and 8-inch o.c.in three, (O SBS-AA,SBS more BP-AA or Glasbase,Firestone MB Base,JM Perma- with 11 ga.annular ring shank nails equally spaced,staggered center rows TA,APP-TA 60.0 24-inch spans Ply 28,Tamko Glass Base or GAFGLAS#75 APP-TA Min.19/32-inch W-17 plywood at max. BS-SA or SA,SBS-TA or -60.0 more S(Optional)One or SBS-SA,APP- 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, 24-inch inch spans Elastobase Poly with poly top surface with 11 ga.annular ring shank nails equally spaced,staggered center rows moreAPP- S APP-TA Min.15/32-inch 6-inch o.c.at 2-inch lap and 6-inch o.c.in two, (Optional)BP-AA or SBS-AA,SBS-TA W-18 plywood at max.24- Polyglass Elastobase Simplex MAXX Cap equally spaced,staggered center rows APP-TA or APP-TA -90.0 inch spans Min.19/32-inch W-19 plywood at max. BS-SA or SA,SBS-TA or -97.5 more S(Optional)One or SBS-SA,APP- 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, 24-inch inch spans Elastobase Poly with poly top surface with 11 ga.annular ring shank nails. equally spaced,staggered center rows moreAPP- S APP-TA Min.15/32-inch 6-inch o.c.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 (Optional)One or Polyglass Elastobase or Polyglass 32 ga.,1-5/8-inch diameter tin caps 6-inch o.c.in 4-inch lap and 6-inch o.c.in four, 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 32 ga.,1-5/8-inch diameter tin caps SBS-SA,APP- W-22 plylyw000ddn. aat inch 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 t SA,585-TA or 112.5 24-inch spans Elastobase Poly with poly top surface Note:Tin caps are to be primed with equally spaced,staggered center rows more APP-TA APP-TA ASTM D41 primer. Exterior Research and Design,I.I.C.d/b/a Trinity IERD Evaluation Report A42970.10.12-R3 for FL16027-Rl Certificate of Authorization#9503 Revision 1:03/23/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 7 of 27 TRINITY I ERD TABLE 1E-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck(See Note 1) Base Sheet Roof Cover MDP No. Base Fasteners Attach Ply Cap (psf) Polyglass Elastobase,Polyglass Elastobase Min.19/32-inch OMG Flat Bottom Plates(square)with 12-inch o.c.in 4-inch lap and 12-inch (Optional)One or W-1 Poly,Polyglass G2 Base,CertainTeed SBS-AA,SBS- plywood at max. Roofgrip#14,Dekfast Hex with Dekfast#14 o.c.in two,equally spaced,staggered more BP-AA or -52.5 24-inch spans Glasbase,Firestone MB Base,JM Perma- or TruFast MP-3 with TruFast HD center rows APP-TA TA,APP-TA Ply 28,Tamko Glass Base or GAFGLAS#75 Min.19/32-inch 12-inch o.c.in 4-inch lap and 12-inch SBS-SA,APP- W-2 plywood at max. Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast#14 or TruFast MP- o.c.in two,equally spaced,staggered One or more SBS- SA,SBS-TA or -52.5* 24-inch spans Elastobase Poly with poly top surface 3 with Tru Fast HD center rows SA APP-TA Min.19/32-inch 12-inch o.c.in 4-inch lap and 12-inch (Optional)One or Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)with SBS-AA,plywood at max. Elastobase PolRoofri #12 O.C.in two,equally spaced,staggered more BP-AA or TA,APP-TA -60.0 y gp 24-inch spans center rows APP-TA Min.19/32-inch 12-inch o.c.in 4-inch lap and 12-inch SBS-SA,APP- W-4 plywood at max. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)with O.C.in two,equally spaced,staggered One or more SBS- SA,SBS-TA or 60.0* 24-inch spans Elastobase Poly with poly top surface Roofgrip#12 center rows SA APP-TA TABLE 1F:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER System Deck Primer Roof Cover MDP No. Joint Treatment Base Ply Cap (Psfl W 5 Min.15/32-inch plywood (Optional)ASTM D41 None SBS-SA (Optional)SBS-SA or SBS=SA,APP-SA,SBS-TA 90 - at max.24-inch spans APP-TA or APP-TA W6 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 g7 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 Evaluation Report A42970.10.12-111 for FL16027-R1 Certificate of Authorization#9503 Revision 1:03/23/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 8 of 27