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HomeMy WebLinkAboutEVALUATION REPORTl -F.' INITY I ERD EVALUATION REPORT Tarco Flooring One Infor-nFtion Way, Suite 225 Little Rocl', / .R 72202 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 SCANNED BY 353 Christian Street, Unit 13 06478 St. Lucie County (203)26 oxford, 2-92459245 Evaluation Report T37930.06.11-R4 FL14672-R4 Date of Issuance:06/23/2011 Revision 4:10/02/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construct,.m materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for u e or the product under the Florida Building Code. The product described herein has been evaluated for compliant a v:th the 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTIc.4: LeakBarrier® EasyTorch'ag Modified Bitumen Roof Systems LABELING: Lzoeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINOEr C:)rnPLIANcE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assu •ance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evalu.3tlon Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes c • i he referenced Quality Assurance documentation changes. Trinity ERD requires a complete review of this Evaluatior Report relative to updated Code requirements with each Code Cycle. ADVERTISEMFt T: The Evaluation Report number preceded by the words "TRINITYIERD Evaluated" may be displayed in advertisir f, i rerature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evalt it,:3n Report consists of pages 1 through 4, plus a 4-page Appendix. Prepared: Robert I.M. Meminen, P.E. Florida Reg :t,:tion No. 59166, Florida DCA ANE1983 The facanlie seat appearing was authorized by Robart Nieminen, P.E. on 10/Oi/1017. This does not serve as an etectroalcalN signed d.eument. CERTIFICATION 0. INDEPENDENCE: 1. Exteric Research & Design, LLC. d/b/a Trinity ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any cc, np any manufacturing or distributing products it evaluates. 2. Exterior F:asearch & Design, LLC. d/b/a Trinity[ERD is not owned, operated or controlled by any company manufacturing or distrib tit ;; products it evaluates. 3. Robert Ni,minen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which .he evaluation reports are being issued. 4. Robert Ntominen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the produt :. 5. This is 3 u,lding code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any projec D. tchich this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specific al,-, fui that purpose. TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. ScnPz: Product Category: Roofing Surr-Category: Modified Bitumen Roof Systems Compliance Statement: LeakBarrier® EasyTorchTM Modified Bitumen Roof Systems, as produced by Tarco Roofing, hzwe 'er onstrated compliance with the following sections of the 6" Edition (2017) Florida Building Code through testil:g in accordance with the following Standards. Compliance is subject to the Installation Requirements and Jr-,ii,tions / Conditions of Use set forth herein. 2. STANDARDS: Sertign Property Standard Year 15n4.�1 Wind FM 4474 2011 1504.7 Impact FM 4470 2012 1507 10.2 Physical Properties ASTM D226 2009 1507. L0.2 Physical Properties ASTM D4601 2012 15,' T A.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM D6222 2011 3. RFFF.RENCES: Endti+ Examination Reference Date °P.'; "ST6049) Wind - FM4470/4474 T36510.05.11 05/12/2011 ER,1 RSi6049) Physical Properties T35450.06.11 06/22/2011 EF:.. i.5r5049) FM4470 T39050.11.11 11/18/2011 ERD (TST6049) Physical Properties T39040.11.11 11/21/2011 ER11 tIST6049) Wind - FM4470/4474 K39690SC 03/07/2012 EK, (I ST6049) Wind - FM4470/4474 TAR-SC7960.01.16 01/31/2016 EHi( ST6049) Wind - FM4470/4474 TAR-SCS670.03.16 03/21/2016 cm ,,;'c049) Wind - FM4470/4474 T6460.06.07-R2 05/26/2017 cF"ST6049) Physical Properties T6470.08.07-R2 06/02/2017 JL &JAI743) Quality Assurance Service Confirmation Exp.03/09/2020 4. 0119 If CT DESCRIPTION: T`• -, -.va!uation Report covers LeakBarrier® Easy`torclhTM Modified Bitumen Roof Systems installed in accordance W: '1 : arro Roofing published installation instructions and the Limitations / Conditions of Use herein. The following arc :crs make up the subject systems. 'table 1: Roll-Goodsfor LeakBarrier® EasyTorchTM Modified Bitumen Roof Systems Type Product Specification Reference Type Grade •9, ;� Lee-s: LeakBarrier® Easyl-ay— ASTM D226 II N/A LeakBarrier® EasyNailBaseTM ASTM D4601 (published) II N/A moorh Surfaced Membranes:LeakBarrier® rGr,nt,12 LeakBarrier® EasyTorchTM SA Base ASTM D6163 I S EasyTorchTM APP Smooth ASTM D6222 I S Surfaced Membranes: LeakBarrier® EasyTorchTM APP Granular ASTM D6222 I G Exterior R•:se .0 i zr:C Design, LLC. Evaluation Report T37930.06.11-R4 Cerd/]cot: cjA.a.rnrot:an#9503 6T"EDITION (2017)FBC NON-HVHZ EVALUATION FL14672-R4 LeakBarrier' Easyrorch Modified Bitumen Roof Systems Revision 4: 10/02/2017 Page 2 of 4 '\�TRINITY (ERD 5. LIP.^:ITATIONS: This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. S.: This Evaluation Report is not for use in FBC HVHZ jurisdictions. .i fire classification does not form part of this Evaluation Report; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 5.4 "or steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5 s The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Y,pproval documentation. 5.6 or recover installations, the existing roof shall be examined in accordance with FBC 1511. 5.; For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with -3C Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD3, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS i37. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Feevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.E For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No •ational analysis is permitted for these systems. .S.P or mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the ,xisting deck for withdrawal resistance. A qualified design professional shall review the data for comparison :o the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI [X-1 or Testing Application Standard TAS 105. S.JD For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance ,ith ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS :t24 shall be conducted on mock-ups of the proposed new roof assembly. 5.1 or bonded insulation or membrane over existing substrates in a recover installation, the existing roof system 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 ASTM E907, FM '.•sss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.'_2 •.fetal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with =3C Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard 3.4S 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or 309.313). 5.' 3 Al products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. 6. INSTALL':':ION: 6.--. asyTorch'" Modified Bitumen Roof Systems shall be installed in accordance with Tarco Roofing published •stallation instructions, subject to the Limitations / Conditions of Use noted herein. Exterior Ras¢: arch aad Design, U.C. Evaluation Report T37910.06.11-R4 Certificate o :jaio;a#9503 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL14672-R4 LeakBarriera Easyrorch Modified Bitumen Roof Systems Revision4: 10/02/2017 Page 3 of 4 rTRINITY I ERD 5. :3,stem attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 7. 91JILDING PERMIT REQUIREMENTS: vs required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of h - product. 8. (MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: 'Jnderw•:ters Laboratories —QUA1743; (414) 248-6409; Karen.buchmann@us.ul.com - THE FOUR (4) PAGES THAT FOLLOWS FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report T37910.06.11-R4 Certificate of Authorization D9503 e EDITION (2017) FBC NON-HVHZ EVALUATION FL14672-R4 LeakBarrier® Easyrorch Modified Bitumen Roof Systems Revision 4: 10/02/2017 Page 4 of 4 \I TRINITY ERD Table Deck Application Type Description Page 3A Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 2 1B Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 2 1C-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 3 1C-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 4 1D Woad New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 4 2A Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 4 The fallowing 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 Jurisdic0 i.i. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: OMG #12 or #14 HD with OMG 3 in. Galvalume Steel Plate (non -ribbed) or Tru-Fast DP or HD with Trufast 3" Metal Insulation Plates. Minimum'/ -inch plywood penetration or minimum 1-inch wood plank embedment. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite or gypsum -based roof board that meets the QA requirements of F.A.C. Rule 61G20- 3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD3, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. S. For assemblies where all components are fully adhered, 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. 6. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Stanard TAS 105. 7. 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 exi. 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 ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 8. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, U.C. d/b/a TrinityI ERD Evaluation Report T37930.06.11-R4 for FL34672-R4 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 10/02/2017 Prepared by: Robert Nieminen, PE-59166 LeakBarrier° EasyTorch'" Modified Bitumen Roof Systems; (254) 913-7750 Appendix 1, Page 1 of 4 TRINITY ! ERD TABLE SA WOODUECKS `NEW.CONSTRUCTION, REROOF (Tear Off) Cr RECOVER :: SYSTEM TYPE C: MECHANICALLYATTACHED INSULATION, BONDEDROOF COVER; t System Deck Top Insulation Layer Roof Cover MOP No. (Note 1) Base Insulation layer (Psf) Type Fasteners Attach Base Ply Ply Cap ,SEtFADHEPING.BASE � .... PLY: ' • ' `.. ... -., ' ," z .i Min. 15/32" (Optional) One or more Min. S EasyTorch SA Base, (Optional) EasyTorch SA Base, EasyTorch APP Smooth W-1. plywood at max. layers, any combination, um -inch Roof BoarOCK Gypsum -Fiber Roof Board Note 2 1 per 1It self -adhering self -adhering or EasyTorch APP or Granular, torch- -52.5 24" spans loose laid Smooth, torch -applied lied applied Min. 15 (Optional) One more Min. 2-inch ACFoam II, EnergyGuard Polyiso, ENRGY : EasyTorch SA Base, O EasyTorch SA Base, (Optional) ) y EasyTorch APP Smooth y W-2. plywoodd aat t max. layers, any combination, 3,H-Shield, 15095+GL or Note 2 1 per 1 ft self -adhering self-adhering or EasyTorch APP or Granular, torch- -82.5 24"spans loose laid Smooth, torch -applied applied Multi -Max FA3 TORCH -APPLIED BASE PLY: W7p.4 Min. 15/32" lywood 2 max. (Optional) One or more layers, any combination, Min. 3/8-inch SECUROCK Note 2 1 per 1It' EasyTorch APP Smooth, torch- 0 tional EasyTorch APP (Optional) y EasyTorch APP Smooth or Granular, torch- -52.5 " loose laid Gypsum -Fiber Roof Board applied Smooth, torch -applied applied TABLE: SBc.'WOOD DECKS 'NEW CONSTRUCTION, REROOF (Tear•Off) or 11 RECOVER SYSTEM TYPE Di INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER' System Deck Insulation Layer Base Sheet Roof Cover MDP No. (Note 1) Type Attach Type Fasteners Attach Base Ply Ply Cap Ply (PsH '.SELF -ADHERING BASE PLY: Min. 15/32" Any type, 30-inch o.c. in the min. 4-inch lap and EasyTorch SA (Optional) EasyTorch SA Base, EasyTorch APP W-4. plywood at max. thickness or Loose EasyLay Note 2 10-inch o.c. in two, equally spaced, Base, self- self -adhering or EasyTorch Smooth or Granular, -60.0 24" spans combination laid staggered center rows adhering APP Smooth, torch -applied torch -applied Min. 15/32" Any type, 8-inch o.c. in the min. 4-inch lap and EasyTorch SA (Optional) EasyTorch SA Base, EasyTorch APP W-5. plywood at max. thickness or Loose EasyLay Note 2 8-Inch o.c. in four (4), equally spaced, Base, self- self -adhering or EasyTorch Smooth or Granular, -135.0 24"spans combination laid staggered center rows adhering APP Smooth, torch -applied torch -applied Min. 15/32" Any type, 6-inch o.c. in the min. 4-inch lap and EasyTorch SA (Optional) EasyTorch SA Base, EasyTorch APP W-6. plywood at max. thickness or Loose EasyNailBase Note 2 6-inch o.c. in four (4), equally spaced, Base, self- self -adhering or EasyTorch Smooth or Granular, -135.0 24"spans combination laid staggered center rows adhering APP Smooth, torch -applied torch -applied 'TORCH -AP PUED BASE PLY:-. .. ! 2 Min. 15/32" Any type, Loose 6-inch o.c. in the min. 4-inch lap and EasyTorch APP (Optional) EasyTorch APP EasyTorch APP W-7. plywood max. thickness or laid EasyNailBase Note 2 6-inch o.c. in four (4), equally spaced, Smooth, torch- Smooth, torch -applied Smooth or Granular, -135.0 24"spans combination staggered center rows applied torch -applied Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report T37910.06.11-R4 for FL14672-R4 Certificate of Authorization #9S03 file EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 10/02/2017 Prepared by: Robert Nieminen, PE-59166 LeakBarrier® EasyTorch" Modified Bitumen Roof Systems; (254) 913-7750 Appendix 1, Page 2 of 4 TRINITY ERD TABLE X -1: WOOD DECKS,— CONSTRUCTION'birlREROOlF ( e r. OYATTA&ED BASE SHEET (nalls),,BONDED R OFCOVEW -IN �W SYSTEIVITYPE,E: NON -INSULATED, MECHANICAL 0 SystemDeck Base Sheet Roof Cover MCIP N1 (Note 1) Type Fasteners Attach Base Ply Ply cap Ply (Psf) SELF-AOHERING BASE I'm q Min. 19/32" 12 ga. annular ring shank nails 7-inch o.c. in the 4-inch lap and 7- EasyTorch SA Base, (Optional) EasyTorch SA Base, EasyTorch APP W-8. plywood at max. EasyLay and min. 32 ga., 1-5/8" diameter inch o.c. in three, equally spaced, self -adhering or EasyTorch APP Smooth or Granular, -60.0self-adhering 24"spans tin -caps. (Ref: FBC 1517.5) staggered center rows Smooth, torch -applied torch -applied Min. 15/32" 8-inch o.c. in the min. 4-inch lap and EasyTorch SA Base, (Optional) EasyTorch SA Base, EasyTorch APP W-9. plywood at max. EasyLay Simplex MAXX Cap Fastener 8-inch o.c. in four (4), equally self -adhering self -adhering or EasyTorch APP Smooth or Granular, -82 -5 24"spans spaced, staggered center rows Smooth, torch -applied torch -applied Min. 15/32" 12 ga. annular ring shank nails 4-inch o.c. in the 4-inch lap and 4- EasyTorch SA Base, (Optional) EasyTorch SA Base, EasyTorch APP W-10. plywood at max. EasyLay and min. 32 go., 1-5/8" diameter inch o.c. in four (4), equally spaced, self -adhering self -adhering or EasyTorch APP Smooth or Granular, -1201 24"spans tin -caps. (Ref., FBC 1517.5) staggered center rows Smooth, torch -applied torch -applied Min. 15/32" 12 ga. annular ring shank nails 4-inch o.c. in the 4-inch lap and 4- EasyTorch SA Base (Optional) EasyTorch SA Base, EasyTorch APP W_11. plywood at max. EasyNailBase and min. 32 ga., 1-5/8" diameter inch o.c. in five (5), equally spaced, s e self -adhering or EasyTorch APP Smooth or Granular, -120.0 24"spans tin -caps. (Ref: FBC 1517.5) staggered center rows Smooth, torch -applied torch -applied TORCH-APPUED BASE PLY: Min. 15/32" 9-inch o.c. in the min. 2-inch lap and (Optional) EasyTorch (Optional) EasyTorch APP EasyTorch APP W-12. plywood at max. EasyNailBase Simplex MAXX Cap Fastener 18-inch o.c. in two (2), equally APP Smooth, torch- Smoothtorch-alied pp Smooth or Granular, -45.0' 24"spans spaced, staggered center rows applied , torch -applied Min. 15/32" 9-inch o.c. in the min. 2-inch lap and (Optional) EasyTorch (Optional) EasyTorch APP EasyTorch APP W-13. plywood at max. EasyNailBase Simplex MAXX Cap Fastener 12-inch o.c. in two (2), equally APP Smooth, torch- Smoothtorch-alied pp Smooth or Granular, -52.5 24'spans spaced, staggered center rows applied , torch -applied — Min. 15/32" 6-inch o.c. in the min. 2-inch lap and (Optional) EasyTorch (Optional) EasyTorch APP py EasyTorch APP W-14. plywood at max. EasyNailBase Simplex MAXX Cap Fastener 6-inch o.c. in two (2), equally APP Smooth, torch- Smooth, torch -applied Smooth or Granular, -90.0 24" spans I spaced, staggered center rows applied torch -applied Min. 15/32" 6-inch o.c. in the min. 2-inch lap and (Optional) EasyTorch (Optional) EasyTorch APP EasyTorch APP W-15. plywood at max. EasyNailBase Simplex MAXX Cap Fastener 6-inch o.c. in three (3), equally APP Smooth, torch- Smoothtorch-alied pp Smooth or Granular, -105.0 24"spans spaced, staggered center rows applied , torch -applied Min. 15/32" 12 ga. annular ring shank nails 4-inch o.c. in the 4-inch lap and 4- (Optional) EasyTorch (Optional) EasyTorch APP EasyTorch APP W-16. plywood at max. EasyNailBase and min. 32 ga., 1-5/8" diameter inch o.c. in five (5), equally spaced, APP Smooth, torch- Smoothtorch -applied Smooth or Granular, 2n 24"spans tin -caps. (Ref., FBC 1517.5) staggered center rows applied I , torch -applied Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report T37910.06.11-114for FL14672-R4 Certificate of Authorization #9503 6m EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 10/02/2017 Prepared by: Robert Nleminen, PE-59166 LeakBarrier® EasyTorchTM Modified Bitumen Roof Systems; (254) 913-7750 Appendix 1, Page 3 of 4 "�JTRINIIY i ERD TABLE 1C 2''WOOD DECKS NEW CONSTRUCTION REROOF (Tear-CHf) or RECOVER � MECHANICALLY ,..,.SYSTEM TYPE E NON -INSULATED, ATTACHED BASE SHEET (screws & plates),iBONDED ROOF COVER' , System Deck Base Sheet Roof Cover MDP No. (Note 1) Type Fasteners Attach Base Ply Ply Cap Ply (psf) SELF-ADHERIi6 BASE PLY: `.if :, ... Min. 15/32" 10-inch o.c. in the min. 4-inch lap and 30-inch o.c. in two, EasyTorch 5A Base, (Optional) EasyTorch SA Base, EasyTorch APP W-17. plywood at max. EasyLay Note 2 equally spacedstaggered center rows self -adhering self -adhering EasyTorch APP Smooth or Granular, -60.0 24"spans , Smooth, torch -applied pplied torch -applied Min. 15/32" 8-inch o.c. in the min. 4-inch lap and 8-inch o.c. in four (4), EasyTorch SA Base, (Optional) EasyTorch SA Base, EasyTorch APP W-18. plywood at max. EasyLay Note 2 equally spaced, staggered center rows self -adhering self -adhering or EasyTorch APP Smooth or Granular, -135.0 24"spans Smooth, torch -applied torch -applied Min. 15/32" 6-inch o.c. in the min. 4-inch lap and 6-inch a.c. in four (4), EasyTorch 5A Base, (Optional) EasyTorch SA Base, EasyTorch APP W-19, plywood at max. EasyNailBase Note 2 equally spacedstaggered center rows , self -adhering self -adhering or EasyTorch APP Smooth or Granular, -135.1- 24"spans Smooth, torch -applied I torch -applied l TORCH-APPLIED.BASE PLY: .. . " .. . i� i .. .. . (P 1. i4, f' ,I Min. 15/32" 6-inch o.c. in the min. 4-inch lap and 6-inch a.c. in four (4), (Optional) EasyTorch O tional EasyTorch APP ( p ) y EasyTorch APP W-20. plywood at max. EasyNailBase Note 2 equally spaced, staggered center rows ApP Smooth, torch- Smooth, torch -applied Smooth or Granular, -135.0 24"spans applied torch -applied ,TABLE 1D:. WOOD DECKS -NEW CONSTRUCTION or BEROOF (Tear -Off) " , `" • ` SYSTEM TYPE F; !BONDED ROOF COVER System Deck (Note 1) Roof Cover MDP No. Type Joint Treatment Base Ply Ply Cap (Psf) W-21. Min. 15/32" plywood None EasyTorch SA Base, self -adhering (Optional) EasyTorch SA Base, self -adhering EasyTorch APP Smooth or -75.0 at max. 24" spans or EasyTorch APP Smooth, torch -applied Granular, torch -applied W 22 Min. 15/32" plywood Plywood joints are covered with 4-Inch wide strips of EasyTorch SA Base, self -adhering (Optional) EasyTorch SA Base, self -adhering EasyTorch APP Smooth or -120.0 at max. 24" spans EasyBase, rolled into place to create continuous bond. or EasyTorch APP Smooth, torch -applied Granular, torch -applied TABLE 2A; CONCRETE DECKS -NEW CONSTRUCTION'c r REROOF Near -Off) p - " SYSTEM TYPE F: NON -INSULATED, BONDED -ROOF COVER 110 K System Deck Roof Cover MDP No. (Note 1) Primer 1 i (psf) Base Ply Ply Cap C-1. Concrete I ASTM D41 I EasyTorch APP Smooth, torch -applied (Optional) EasyTorch APP Smooth, torch -applied EasyTorch APP Smooth or Granular, torch -applied -670.0 Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report T37930.06.11-R4 for FL14672-R4 Certificate ofAuthorization #9503 hie EDITION (2017) FBC NON-HVH2 EVALUATION Revision 4: 10/02/2017 Prepared by: Robert Nieminen, PE-59166 LeakBamier• Easyrorch- Modified Bitumen Roof Systems; (254) 913-7750 Appendix 1, Page 4 of 4 a,; ..;. .