Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval (2)
Florida Building Code Online Page 1 of 2 s Wt Nt BCIS Home i Log In { User Registration Hot Topics { Submit Surcharge ; Stats&Facts { Publications FBC Staff'{ �BCIS Site Map 1 Links Search { Florida MoN{l� !Do Product Approval I l USER:Public User ao = i Product Approval Menu>Product or Application Search>Application LISt>Application Detail 161110111 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.coml Technical Representative C Richard Schurman Address/Phone/Email 9050 Louisiana Street Merrillville,IN 46410 rich.schurman@alliedbuilding.cor$: ILI Quality Assurance Representative C Richard Schurman Address/Phone/Email 9050 Louisiana Street Merrillville,IN 46410 rich.schurman@alliedbuiiding.com Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered'Architect or a Licensed Florida Professional Engineer R 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 03/31/2019 Validated By John W.Knezevich,PE © Validation Checklist-Hardcopy Received Certificate of Independence FL16027 R1 COI 2015 01 COI NieminT.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 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiN�DWrxtft9... 11/6/2017 i TRINITY ERD `APPENDIX 1:ATTACHMENT REQUIR64NTS'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 IA-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5 1B Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 5 1C Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 6 1D Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 6 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 8 1F 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 5A 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 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 SD 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 Va s Recover A-1 Bonded Insulation,Bonded Roof Cover 26-27 C 78 V s Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 27 _ The followin'mnotes`a I thsystems outlined herein: in to above-deck roof components-Roof-decks-and-structural-members-shall-be-in_accordance_with FBC requirements to the satisfaction of the AH1. Load resistance of the 1. The roof systerA'etialuation h roof deck shall be dod went thro p dified and/or FBC Approval documentation. — 2. Insulation/base sheet fasten�haI.b f' e` .'gth for the following deck engagement: A Wood: Minimum 0.75-inch peaetratio ➢Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. D 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, Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK 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,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 I ERD Evaluation Report A42970.10.12-111 for FL16027-R1 Certificate of Authorization#i9503 Revision 1:03/23/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 27 I 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. 5. Unless otherwise noted,insulation adhesive application rates areas 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 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 SOO(OBS00): 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-loyer 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 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): 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(OB500): 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 fora-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(ERD Evaluation Report A42970.10.12-R1 for FL16027-R3 Certificate of Authorization#9503 Revision 1:03/23/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 27 TRINITY ERD 14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. TAs�E 1:TRI-BUILT ROOF COVERS _ a . Reference Layer Material Application BP-AA Base FBC Approved ASTM D4601,Type II HA at 20-40 Ibs/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 Ibs/square (SBS,Asphalt-Applied) SBS-TA • Cap TriBuilt SBS Granular Torch-Applied (SBS,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 Cap TriBuilt SA APP Cap Self-Adhering (APP,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 TRINITY,ERD TABLE 3A-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, Gypsum- inch plywood Firestone MB Base,JM (Optional) W-1 tin caps with 11 three equally ASTM C1289 HA 0.75-inch FescoBoard HA BP-AA SBS-TA, -60.0 I P q Y in max.spans GlassPerm Base or Tamko a annular ringspaced, a II of iso (homogeneous)or min. BP APP-TA inch spans Glass Base or g ' P type P Y ( g ) 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- 32 ga.,1-5/8- inch lap and 8- (Optional)FBC (Optional) Min.19/32- CertainTeed Glasbase, inch diameter inch o.c.in Approved, Min.0.25-inch Dens One or SBS-SA, W 2 inch plywood Firestone MB Base,o tin caps with 11 three,equally ASTM C1289, HA Deck,Dens Deck Prime, HA SBS-SA more SBS- APP SA, -60.0 at max.24- Perma-Ply 28,Tamk SECUROCK Gypsum- SBS-TA or ga.annular ring spaced, type II polyiso- SA or inch spans Glass Base or Fiber Roof Board 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 or ENRGY-3 oc center rows 6-inch o.c.in 4- Min.2-inch D-IS,OB500, 32 ga.,1-5/8- inch lap and 6- (Optional) Min.19/32- ,ACFoam Il 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 ga.annular ring spaced, SA or Shield CG, fastener layers of base insulation CR-20 or SBS-TA or inch spans shank nails staggered Multi-Max FA3 rows,7-inch M-OSFA APP TA APP-TA or ENRGY-3 oC center rows 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 4 of 27 TR ERDINITY f 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.i - Min.0.25-inch Dens Deck Min.19/32- OMG Flat inch lap and 12- Polyglass n 4 (Optional)FBC Dens Deck Prime,SECUROCK inch at max.24-I Elastobase or (square)with equally spaced, Approved, Gypsum-Fiber Roof Board, BP-AA TA,APP plywood Bottom Plates inch o.c.in two, (Optional) SBS-AA,-TA SBS- W-5 Polyglass ASTM C1289, HA Min.0.75-inch FescoBoard HA BP-AA -60.0 inch spans Elastobase Roofgrip#12 staggered center type II polyiso- (homogeneous)or min.0.5- Poly rows d cyanurate inch Struodek High Density • Fiberboard Roof Insulation Polyglass 12-inch o.c.in 4- yg (Optional)FBC (Optional) Min.19/32- OMG Flat inch lap and 12- Elastobase or Approved, 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, 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 Deck(See Note 1) Base Insulation Layer Top Insulation Layer Roof Cover MDP No. Type Fasteners Attach Type Attach Base Ply Cap (Psf) Min. Min.1.5-inch Dekfast Hex with 19 32-inch Min.0.75-inch FescoBoard (Optional if (Optional if using / W-7 at max.24-inch ENRGY 3,H-Shield Dekfast#12 or 1 per (homogeneous)or min.0.5-inch AA Base)One or SBS-AA,SBS-TA, plywood z HA using AA Ply) -60.0 spans or Polytherm MP-3 with TruFast DP 1.33 ft Strud BP-AA odek High Density Fiberboard more BP-AA or APP-TA Roof Insulation APP-TA C 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 5 of 27 C)o TRINITY I ERD TABLE SC: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 No. Deck(See Note 1) Layer MDP 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 W 8 plywood at max. per One or more layers, Fiberboard Roof Insulation or min.0.25- 1 P 1.33 SBS-AA,SBS-TA,APP- Steel Hex with 24-inch spans any combination, inch Dens Deck,Dens Deck Prime or Dekfast#12 DP ft BP-AA or APP-TA using AA Ply) Base)One or more BP-AA TA -82.5 loose laid SECUROCK Gypsum-Fiber Roof Board (Optional) Dekfast Galvalume Min.19/32-inch Steel Hex with W-9 plywood at max. One or more layers, Min.1.5-inch ENRGY 3,H-Shield or Dekfast#12 DP or 1 per 1.33 (Optional)One or more SBS-SA,APP-SA,SBS- 24-inch spans any combination, Polytherm Dekfast MP-3 with ftZ SBS-SA SBS-SA or APP-TA TA or APP-TA 82.5 loose laid TruFast DP TABLE IM WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE D:PRELIMINARILY ATTACHED INSULATION,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Insulation Layer(s) Base Sheet Roof Cover Deck(See Note 1) MDP No. Type Attach Base Fasteners Attach Ply Cap (Psfl 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. P Y CertainTeed Glasbase,Firestone MB #14,Dekfast Hex with inch o.c.in two,equally spaced, or more BP-AA SBS-TA, -52.5 spans 24-inch s any combination Attached P 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-il plywood at max. One or more layers, Prelim. Polyglass Elastobase or Polyglass One or more APP-SA, , any combination Attached Elastobase Poly with of to surface #14 or TruFast MP-3 with inch o.c.in two,equally spaced, -52.5 24-inch spans Y poly p 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 OM 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 inch o.c.in two,equally spaced, or more BP-AA SBS-TA, -60.0 24-inch spans Y (square}with Roofgrip#12 staggered center rows or APP-TA APP-TA Min.19/32-inch — SBS-SA, 12-12 ap-a nd_12_-_ W-13 plywood at max. One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates -One-or more---APP-SA— any combination Attached Elastobase Poly with of to surface inch o.c,in two,equally spaced, -6CFO* 24-inch spans V poly P (square)with Roofgrip#12 staggered center rows SBS-SA SBS-TA or 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 6 of 27 r� TRINITY ERD TABLE lE-1:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) 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) 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 -52.5 inch spans equally spaced,staggered center rows APP-TA or APP-TA(Optional)One or • Min.19/32-inch Polyglass Elastobase,Polyglass Elastobase W-16plywood 92 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, SBS-AA,SBS- 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 28,Tamko Glass Base or GAFGLAS#75 APP-TA Min.19/32-inch (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, W-17 plywood at max. Elastobase Polywith of to surface with 11 a,annular ring shank nails equally spaced,staggered center rows more SBS-SA or SA,SBS-TA or -60.0 24-inch spans poly p g g q Y p gg 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 o.c.in two, (Optional)BP-AA or SBS-AA,SBS-TA -90.0 inch spans equally spaced,staggered center rows APP-TA or APP-TA 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, (Optional)One or SBS-SA,APP- W-19 plywood at max. Elastobase Polywith of to surface with 11 a.annular ring shank nails. equally spaced,staggered center rows more SBS-SA or SA,SBS-TA or -97.5 24-inch spans poly p g g q y p gg 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,5B5 TA _105.0 inch spans equally spaced,staggered center rows APP-TA or APP-TA 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 App-TA 32 ga.,1-5/8-inch diameter tin caps Min. od at inch 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 _W_22__plywood at max. _Elastobase Poly-with-poly-topsurface__ Note:Tin ca s are to be rimed with equally spaced,staggered center rows more APP-TA SA,SBS-TA or 112.5 24-inch spans — P P q Y P gg APP-TA ASTM D41 primer. — - _ Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report A42970.10.12-111 for FL16027-RS Certificate of Authorization#9503 Revision 1:03/23/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 7 of 27 CYD TRINITY 1 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 Base Sheet Roof Cover MOP Deck(See Note 1) No. Base Fasteners Attach Ply Cap (pso Polyglass Elastobase,Polyglass Elastobase Min.19/32-inch OMG Flat Bottom Plates(square)with 12-inch o.c.in flinch lap and 12-inch (Optional)One or SBS-AA,SBS- W-1 plywood at max. Poly,Polyglass G2 Base,CertainTeed 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- Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast#14 orTruFast MP- One or more SBS- 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 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 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 APP-TA center rows TABLE 1F:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER System Roof Cover MOP Deck Primer No. Joint Treatment Base Ply CEP (psf) Min.15/32-inch plywood (Optional)SBS-SA or SBS-SA,APP-SA,SBS-TA W 5 at max.24-inch spans (Optional)ASTM D41 None SBS-SA 90.0 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 TriBuiIt SA SBS Base (Optional)SBS-SA or SBS-SA,APP-SA,SBS-TA 97 5 t/ at max.24-inch spans SIBS 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-RI Certificate of Authorization#9503 Revision 1:03/23/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 8 of 27