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Home My WebLink AboutEVALUATION REPORTu 1 RINITY I ERD TABLE SE-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 Base Fasteners Attach Ply Cap No. (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 W-1 plywood at max. 24-Inch spans Glasbase, Firestone MB Base, JM Perma- Roofgrip #14, Dekfast Hex with Dekfast #14 o.c. in two, equally spaced, staggered more BP -AA or SBS-AA, SBS- TA, APP-TA .52.5 Ply 28, Tamko Glass Base or GAFGLAS #75 orTruFast MP-3 with TruFast HD center rows APP TA W-2 Min.19/32-inch plywood at max. Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast #14 or MP- 12-inch o.c. in 4-Inch lap and 12-Inch One or more SBS SBS-SA, APP- 24-Inch spans Elastobase Poly with poly top surface 3 with TruFast HD o.c. in two, equally spaced, staggered SA, SBS-TA or -52.5* center rows APP-TA W-3 Min.19/32-Inch plywood at max. Polyglass.Elastobase or Polyglass OMG Flat Bottom Plates (square) with (q ) 12-Inch o.c. in 4-inch lap. and 12-Inch (Optional) One or SBS AA, SBS- 24-inch spans Elastobase Poly Roofgrip#12 o.c. in two, equally spaced, staggered more BP -AA or TA, APP-TA -60.0 center rows APP-TA W-4 Min.19/32-inch plywood at max. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with (q ) 12-inch.o.c. in 4-inch lap and 12-Inch One or more SBS- SBS-SA, APP- 24-Inch spans Elastobase Poly with poly top surface Roofgrip #12 o.c. in two, equally spaced, staggered SA SA, SBS-TA or -60.0* 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 MOP Joint Treatment Base Ply Cap-- No. —(psf)_ Min `15/32-inch plywood "(Optional) _ atmax. 244ncl spans (Optional) ASTM D41 BS-SA•W-5 SB5-5Aor SBSSA, APP-SA; SBS TA - -90.0 _ - - - APP-TA W-6 Min.15/32-Inch plywood (Optional) ASTM D41 Plywood joints are covered with 4-Inch wide strips of Tr1Built SA TriBuilt SA SBS Base (Optional) SBS-SA or ) SBS-SA, APP-SA, SBSTA at max. 244nch spans P SBS Base, rolled into place to create continuous bond. APP-TA or APP-TA -97.5 Exterior Research and Design, U.C. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared by: Robert Nleminen, PE-59166 Evaluation Report A42970.10.12-R1 for FLI6027-RI _ Revision -1:•03/23/2015-,1 :'Appehdix 1, Page'B'of 27. --'• QCTRINITYIERD TABLE 3E-1: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NOWINSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck (See Note 1) Base Sheet Roof Cover MDP No. Base Fasteners Attach Ply Cap (psf) Min,15/32-inch W-14 plywood at:max. 24- Polyglass Elastobase Simplex MAXX Cap 9-inch o.c. at 2-Inch lap and 18-Inch o.c. In two, (Optional) BP -AA or SBS-AA, SBS-TA 45 0" Inch spans equally spaced, staggered center rows APR TA orAPP TA Min. 15/32-inch W-15 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 9-Inch o.c. at 2-Inch lap and 12-Inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS-TA 52.5 Inch spans equally spaced, staggered center rows APP-TA orAPP TA Min.19/32-Inch Polyglass Elastobase, Polyglass Elastobase W-16 plywood at max. Poly, Polyglass G2 Base, CertalnTeed 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 AA, SBS- 24 inch spans 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 Ply 28, Tamko Glass Base or GAFGLAS #75 APP-TA W-17 Min. wood at t, inch max. plywood 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- 24 loch spans Elastobase Poly with poly top surface with 11 ga. annular ring shank nails g equally spaced, staggered q y p ggered center rows more SBS-SA or SA, SBS-TA or -60.0 APp_TA APP-TA Min,15/32-inch W-18 plywood at max: 24- Polyglass Elastobase, Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-inch mc. in two, (Optional) BP -AA or SBS-AA,SBS TA 90.0 Inch spans equally spaced, staggered center rows APP TA or APP TA W-19 Min.19/32-inch plywood at max. Polyglass Elastobaseor Polyglass 32.ga.,1-5/8-inch diameter tin caps 4-inch o.c. in 4-inch lap and 4-Inch o.c. in four, (Optional) One or SBS-SA, APP- 24-inch spans 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 -97.5 APP-TA APP TA Min.15/32-inch W-20 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 6-inch o.c. at 2-Inch lap and 6-inch o.c. in three, (Optional).BP-AA or SBS-AA, SBS-TA -105.0 Inch spans equally spaced, staggered center rows APP-TA or APP TA W-21 Min.19/32-inch plywood at max. Polyglass.Elastobase or Polyglass 32 ga., 1-5/8-Inch diameter tin caps 6-Inch o.c. In 4-inch lap and 6-inch o.c. in four, (Optional) One or SBS-AA, SBS- 24-inch spans Elastobase Poly with 11 ga. annular shank nails equally spaced, staggered center rows more BP -AA or TA, APP TA -112.5 APP-TA Min.19/32-inch 32 ga., 1-5/8-Inch diameter tin caps W-22 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 SBS-SA, APP- 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 SA, SBS-TA or -112.5 ASTM D41 primer. APP TA Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report A42970.10.12-R1 for FL16027-RI Certificate of Authorization #9503 Revision 1: 03/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 7 of 27 \/ TRINITY ERD TABLE IC: 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 Type Fasteners Attach Base ply Cap No. Layer (Pso W-8 Min.19/32-inch (Optional) One or more layers, Min. 0.5-inch Structodek High Density Fiberboard Roof insulation or min. 0.25- Galvalume 1 1.33 (Optional l (Optional if using AA SBS-AA,-TA, plywood at max. 24-inch spans any combination, inch Dens Deck, Dens Deck Prime or Steel Hex Steel Hex with per � using AA Ply) B Base) One or more BP -AA APP- TA, -82.5 loose laid SECUROCK Gypsum -Fiber Roof Board Dekfast #12 DP BP -AA or APP-TA (Optional) Dekfast Galvalume W-9 Min.19/32-inch plywood at max. One or more layers, Min.1.5-Inch ENRGY 3, H-Shleld or Steel Hex with Dekfast #12 DP or 1 per Z .33 SBS-SA (Optional) One Or more SBS-SA, APP-SA, SBS 24-Inch spans any combination, Polytherm TruFast MP-3 with ft SBS-SA or APP-TA TA or APP-TA -82.5 loose laid TruFast DP TABLE ID: WOOD DECKS— NEW CONSTRUCTION, REROOF(TEAR-OFF)ORRECOVER SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACH ED 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. any combination Attached CertalnTeed Glasbase, Firestone MB #14, Dekfast Hex with inch o.c. in two, equally spaced, or more BP -AA SBS-TA, -52.5 4lncans— h s p _@asi; 1MPerma-PIy28,TamkoGlass Dekfast#i14orTruFast staggered center rows or APP-TA APP-TA Base or GAFGLAS #75 MP-3 withTUFast:HD Dekfast Hex with Dekfast W-11 Min.19/32-inch plywood at max. One or more layers, Prelim. Polyglass Elastobase or Polyglass 12-inch o.c. in 4-inch lap and 12- One or more SBS-SA, APP-SA, 24-inch spans any combination Attached Elastobase Pol with of to surface Y poly P TruFast MP-3 with inch o.c. in two, equally spaced, SBS-SA SBS-TA or -5"-'* TruFast HD Tru#14Fast ast HD staggered center rows APP TA W-12 Min,19/32-Inch plywood at max One or more layers, Prelim. Polyglass-Elastobase or Polyglass OMG Flat Bottom Plates 12-inch o.c. in 4-inch lap and 12- (Optional) One SBS-AA, 24-inch spans any combination Attached Elastobase Poly Y (square) with Roofgrip #12 inch o.c. in two, equally spaced, or more BP -AA SBS TA, -60.0 staggered center rows or APP-TA APP TA W-13 Min.19/32-Inch plywood at max One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Fiat Bottom Plates 4-inch lap and 12- One or more SBS-SA, APP-SAany 24 Inch spans combination Attached Elastobase Pol with of to surface Y P Y P (square) with Roofgrip #12ter Fho,equally spaced, SBS•SA SBS-TA or -60"* rows APP TA Exterior Research and Design, I.I.C. d/b/a Trinityi ERD Evaluation Report A42970.10.12-RIfor FL16027-RI Certificate of Authorization #9503 Revision 1: 03/23/2015 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 6 of 27 (-Y\,D- \JI 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 MOP 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 W-5 Inch plywood Elastobase or PolyglassASTM Bottom Plates Inch o.c, in two, Approved,, Gypsum -Fiber Roof Board, (Optional) SBS-AA, SBS- at max. 24- Elastobase (square) with equally spaced, C1289, HA Min. 0.75-inch FescoBoard HA BP -AA BP -AA TA, APP-TA _60Z Inch spans Roofgrip #12 staggered center type II polylso- (homogeneous) or min. 0.5- Poly eyanurate inch Structodek High Density rows Fiberboard Roof Insulation Min,19/32- Polyglass OMGFlat 12-inch o.c. in 4 inch lap and 12- (Optional) FBC (Optional) W-6 Inch I p ywood Elastobase or Bottom Plates inch o.c. in two, Approved, Min. 0.25-inch Dens Deck, One or SBS-SA, APP- at max. 24 Polyglass (square) with equally spaced, ASTM C1289, HA Dens Deck Prime, SECUROCK HA SBS-SA more SBS- SA, SBS-TA -60.0 Inch spans Roofgdp#12 staggered center type II polyiso- Gypsum -Fiber Roof Board SA or APP- or APP-TA Poly rows cY anurate TA TABLE 18: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER Base Insulation Layer Top Insulation Layer (. Fasteners—j—Attach—( Type I_Attach I Base Min.19/32-inch Min.1.5-inch Dekfast Hex with Min. 0.75-inch FescoBoard (Optional if W-7 plywood at max. 24-inch ENRGY 3, H-Shield Dekfast 1112 orTruFast 1 per (homogeneous) or min. 0.5-inch HA using AA Ply) 1.33 fe Structodek High Density Fiberboard BP -AA spans or Polytherm MP-3 with TruFast DP Roof insulation Exterior Research and Design, LLC. d/b/a TrinityIERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Roof Cover MDP Ply Cap (pso (Optional if using AA Base) One or SBS-AA, SBS-TA, _60.0. more BP -AA or APP-TA APP-TA Evaluation Report A42970.10.12-R3 for FL16027-RI Revision 1: 03/23/2015 Appendix 1, Page 5.of 27 C�J TRINIIYIERD I 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) (Pso Type Fasteners Attach Type Attach Type Attach Base Ply Cap 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 SECU ROCK Gypsum - W-1 inch plywood Firestone MB Base,.JM inch diameter Inch o.c. in Approved, Fiber Roof Board, Min, (Optional) SBS-AA, at max. 24- Perma-Ply 28, Tamko tin caps with 11 P three, equally q y ASTM C1289, HA 0.75-Inch FescoOoard HA BP -AA TA, -60.0 inch spans Glass Base or ga. annular ring spaced, iype II polyiso- (homogeneous) or min. BP -AA 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- M1n.19/32- CertainTeed Giasbase, 32 ga., 1-5/8- Inch diameter inch lap and 8- inch in (Optional) FBC Min. 0.25-inch Dens (Optional) SBS-SA, W-2 Inch plywood 24- Firestone MB Base, JM tin Baps with 11 o.c. three, equally Approved, ASTM C1289, HA Deck, Dens Deck Prime, HA One APP-SA, at max. Inch spans Perma-Ply 28Tamko , Glass Base or ga. annular ring spaced, type 11 polyiso- SECUROCK Gypsum- SBS-SA moreS65- SA or SBS:TA or -60.0 GAFGLAS #75 shank nails staggered cyanurate Fiber Roof Board APP-TA APP-TA center rows 6-inch o.c. In 4- Min.19/32- 32 ga., 1-5/8- inch lap and 6- Min. 2-inch D-IS, OB500, inch plywood Polyglass Elastobase inch diameter inch o.c. in ACFoam 11, III, CR-20 or M- Min. 0.25-inch Dens D-IS, SBS-AA, W-3— at max. -or-Polyglass -tin-caps-with ].2- _foucrequally H-Shield, H- _ OSFA, ato p Deck, Dens Deck Prime OB500,. BP -AA {Optional) SBS-TA, -60.0 Inch spans spans Elastobase PolySWeeld-CG, ga. annular ring spaced, as ener or SECUROCK-Gypsum— -CR=2"r— -BP=AA APP TA shank nails staggered Multi -Max FA3 rows, 7-inch Fiber Roof Board M-OSFA center rows or ENRGY-3 oc 6-Inch o.c. in 4- Min. 19/32- Polyglass Elastobase 32 ga., 1-5/8- inch diameter inch lap and 6- inch o.c. in Min. 2-inch ACFoam 11, III, D-IS, OB500, CR-20 or M- D-IS, (Optional) SBS-SA, W-4 Inch plywood or Polyglass tin caps with 12 four, equally H-Shield, H- OSFA, atop (Optional) Additional OB500, One or APP SA, at max. 24- 'Inch spans Elastobase PolyShield ga. annular ring 'spaced, CG, fastener layers of base insulation CR-20 or SBS-SA more SBS- SBS-TA or -60.0 shank nails staggered Multi -Max FA3 rows, 7-inch M-OSFA SA or APP-TA APP-TA center rows or ENRGY-3 oc Exterior Research and Design, LLC. d/b/a TrinItylERD Evaluation Report A42970.10.12-111 for FL16027-RI Certificate of Authorization #9503 Revision 1: 03/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 4 of 27 14. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. v I �NITY I ERD : TAOLE 1„711I BUILT RooF Covees Reference Layer Material Application BP -AA Base and PI sheets Asphalt-Applied)HA ( Y � Base FBC Approved ASTM D4601, Type II at20-40 lbs/square Ply FBC Approved ASTM D2178, Type IV or VI SBS-AA (SBS, Asphalt -Applied) Cap TriBuiltSBS ,Granular HA at 2040lbs/square SBS-TA (SBS,Torch-Applied) Cap TriBuilt SBS Granular Torch -Applied SBS-SA (SBS, Self -Adhering) Base TriBuilt SA SBS Base Self -Adhering Cap TrIBuilt SAS85 Cap APP-TA (APP,Torch-Applied) Base or Ply TriBuilt APP Smooth Torch -Applied Cap Tribuilt APP Smooth, TrlBullt APP Granular APP-SA (APP, Self -Adhering) Cap TriBuilt SA APP Cap Self -Adhering 15. The following represent priming requirements for gypsum -based coverboards: Z 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. Exterior Research and Design, LLC. d/b/a TrinityiERD Evaluation Report A42970.10.12-111 for FL16027-R1 Certificate of Authorization #9503 Revision 1: 03/23/2015 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 3 of 27 TRIi I Y I ER® 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 configuratiorrto 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 25-30lbs/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 (08500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green maybe 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 loyers(s) of insulation and/or coverboard are installed In ribbon -applied adhesive, adhesive ribbons shall be staggered fiom 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 polyisocyanurate at:the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase' the MDP listings In the tables; rather if MDP listing below meets or exceeds that listed fora particular system Ih the tables, then the thinner board listed below may 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 (013500): MDP -45.0 psf (Min. 0.5-Inch thick Multi -Max FA-3) ➢ 0MG OlyBond 500 (OB500): MDP-187.5psf (Min. 0:5-inch thick 150 95+ GL) ➢ OMG Olyeond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OMG OiyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II) ➢ 3M CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 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* carrythe limitations set forth In Section 2.2.1.5.1(a) of FM.LPDS 1-29 for Zone 2/3 enhancements. 9. Forfully bonded assemblies, the maximum design pressure forthe selected assemblyshall 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 roofsystem 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 orTAS 124. 12. For RecoverApplications 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 TrinitylERD Evaluation Report A42970.10.12-R1 for FL16027-R1 Certificate of Authorization $19503 Revision 1: 03/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 27 �1PPENDix 1 `iATiACHIVIENT fiEQUIREMENiSfQR 1fl/IN0 UPLIFT RESISTANCE, ��TRJNITYJ ER® Table -Deck Application pp 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 SB Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 1C Wood New, Reroof (Tear -Off), or Recover C Mech. Attached Insulation, Bonded Roof Cover 6 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6 1E-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7 lE-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8 FNon-IhB± `Mech lated,'Bondgil,Roof Cover . . ,_..._ _. _ _` _r._.. _y_ 8. ;. 2A Sete or Conc. New, Reroof (Tear -Off) or Recover _ _ 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 36 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 Newor'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 5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor5heet, Bonded Insulation,,Bonded Roof Cover 22 SC CWF New,, Reroof (Tear-Off)•or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22 SD CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 23 SE 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 68 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 manufacturers published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyan u rate, polystyrene, wood fiberboard, perlite, Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof Board or SECURO.CK Glass -Mat Roof Board that meets the CA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, forfoam plastic, FBC 2603.4.1 or 2603.6, when installed with the roof cover. Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report A42970.10.12-R1 for FL16027-RI Certificate of Authorization #9503 Revision 1: 03/23/2015 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 1 of 27 Florida Building Code Online Page 1 of 1 BCIS Home i Log In j User Registration I Hot b a `aj Product Approval S USER: Public User Pmdyct Approval Menti > Product uor Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, "Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL r• .Submit Surcharge Slats & Facts Publications FBC Staff I BCIS Site Map I Links 1 Search > Application List Manufacturer fiance Method y Assurance Entity Contract Expired ct Description ved for use. outside HVHZ i Pressure DEC s 1 2017 0EMITfINGz Refine Search St, Lurie County, FL 16027 ALL ALL ALL ALL ALL ALL ALL FJ.#� Type Manufacturer 'Validated By St_ atus FL16027-RI Revision .--M..-,. Tri-Built Material Category: Roofi.09 Subcategory: MPdified :... ..�.... _._.. �_—".._..._, Group, LLC Bitumen Roof System _ .. _ .._ .. -.. ___ .. __ John W. Knezevich, PE (954) 772-6224 - Approved History •e........,e., ,.. ,coo Contact Us :. 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-4,97-1824 The State of Florida is an AA/EEO employer. SLopyright Z007-2013 State of Florida..: Privacy Statement % Aocmibility 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.gcqqq Mce by phone or by traditional mail; If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(i), Florida Statutes, effective Octaper 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 Depa ent with an email address which an be made available to'the public. To determine It you are a licensee under Chapter 455, F.S.,. please dick huL. Product Approval Accepts: ®= Rim ® THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD iNSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHIMI : ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Credita Safe 5'G'G'4t1'{.lj'hi.hliltC:S . 17tZ-oz-1z .. L CIE COUNTY BUTUXIL-Ni - EVIE.WED FOR CID 1't : Z 1 Lr'. N " DATE Mon PLANS AN4) 111 R9)11T MWST BE KEPT ON JOB ORNO"INSPLC iONNULL1. ''.'•'�E. File Copy htq)s://www.floridabuilding.org/pr/pr�_appj#.aspx 8/18/2017