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Home My WebLink AboutEvaluation Report Modified BitumenA - DEC 0 5 2017 PERFfiITTIN- St. Lucie Counts. FL EVALUATION REPORT Tacco Roofing One Information Way, Suite 225, Little Rock, AR 72202 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of,"Authorization r39503 353 Christian Street, Unit.13 Oxford, CT 06478 PHONE: (263) 262-9245 FAX: (203)262-9243 Evaluation Report T37910.06.11-R3 FL14672-R3 Date of Issuance. 06/23/2011 Revision 3:12/17/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction: materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The.product'described herein has been evaluated for compliance with the 51h Edition (2014) Florida Building:Code sections noted herein. DESCRIPTION: LeakBarrierO EasyTorch''AModified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is. valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance.of this Evaluation Report by the named client constitutes. agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TRINITY IERD .Evaluated" may be displayed 'in advertising literature. 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 inspectionat the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus a 4-page Appendix. 'Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facimilie seal appearing was authorized by Robert Nieminen, P.E. on 12117/201S. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a TrinityJERD does.not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity) ERD is not owned, operated or controlled by any company manufacturing - or distributing products it evaluates. 3. Robert Nieminen; P.E. does not have nor will acquire; a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5- This is a building code evaluation. Neither Trinity IERD 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. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: LeakBarrier® EasyTorch?"I Modified Bitumen Roof"Systems, as produced by Tarco Roofing, have demonstrated compliance with, the following -sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject, to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard "Year 1504.3.1 Wind FM 4474 2004 1504.7 Impact FM 4470 1992 1507.11.2 Physical Properties ASTM D6163 2000 1567.11.2 Physical Properties ASTM D6222 2008 3. REFERENCES: Ent Examination Reference Date ERD (TST6049) Wind - FM4470/4474 T6460.06.07-R1 10/09/2007 ERD (TST6049) Wind - FM4470/4474 T36510.05.11 05/12/2011 ERD (TST6049) Physical Properties T35450.06.11 06/22/2011 ERD (TST6049) FM4470 T39050.11.11 11/18/2011 ERD (TST6049) Physical Properties T39040.11.11 11/21/2011 ERD (TST6049) Wind - FM4470/4474 K39690SC 03/07/2012 ERD (TST6049) Wind - FM4470/4474 TAR-SC5670:14 12/03/2015 ERD (TST6049) Wind - FM4470/4474 TAR-SC7960.15 12/03/2015 UL (QUA1743) Quality Assurance Service Confirmation Exp. 05/28/2017 4. PRODUCT DESCRIPTION: This Evaluation Report covers LeakBarrierO EasyTorch'"' Modified Bitumen Roof Systems:installed in"accordance with Tarco Roofing published installation instructions, and the Limitations / Conditions of Use herein. The following products make up the subject systems. p. Tatile:JL: Roil-Goodslor CeakBariier®rEasyT.orch".''Modified Bitumen Roof Systems: Type Product Specification Reference Type Grade Base Sheets: LeakBarrier® EasyLay' ASTM D226 It N/A LeakBarrier EasyNailBase'" ASTM D4601 (published) II N/A Smooth Surfaced Membranes: LeakBarriere EasyTorch'" SA Base ASTM D6163 I S LeakBarrier® EasyTorch- APP Smooth ASTM D6222 I S Granule Surfaced Membranes: LeakBarrier` EasyTorch'" APP Granular ASTM D6222 I G Exterior Research and Design; U.C. Evaluation Report T37910.06.11-R3 Certificate of Authorization #9503 f L14672-R3 Revision 3: 12/.1712015 Page 2 of 4 5., LIMITATIONS: 5.1 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. 5.2 This Report is not for use in HVHZ jurisdictions. 5.3 Refer to a current Roofing Materials Directory for fire ratings of this product. 5.4 For 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. 5.5 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. 5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1510. 5.7 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 FBC 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 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. 5.8 for systems 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. No rational analysis is,permitted for these systems, 5.9 For mechanically attached insulation or membrane over existing roof 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. 5.10 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 with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For 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 AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52 or TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or RAS 111, except the basic wind speed shall be determined. from FBC Figure 1609. 5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 611320-3. 6. INSTALLATION: 6.1 EasyTorchTM' Modified Bitumen Roof Systems shall be installed in accordance with Tarco Roofing published installation instructions, subject to the Limitations/ Conditions of Use noted herein. 6.2 System 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. Exterior Research and Design, LLC. Evaluailon Report T37910.06:11-113 Certificate of Authorization #9503 FL14672-113 Revision 3: 12/17/2015 Page 3 of 4 7. BUILDING PERMIT REQUIREMENTS: As required by the 'Building Official or Authority Having Jurisdiction in. order to, properly evaluate the installation of this product. $. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing.facilities covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Underwriters Laboratories — QUA1743; (414) 248-6409 Koren.buchmann@us.ul.com - THE FOUR (4) PAGES THAT FOLLOMFORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC: Evaluation Report T379.10.06.11-R3 Certificate of Autharizatlon #9503 FL14672-R3 Revision 1 12/17/2615 Page 4 of 4 APPENDIX I'4 TACHMENT REQUIREMENTS FOR WIND UPUFT RESISTANCE Table Deck Application Type Description Page 1A 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 SC-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 SD Wood 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 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. 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 orTru-Fast DP or HD with MP-3 Plates. Minimum %-inch plywood penetration or minimum.1-inch wood plank embedment. 3. Unless otherwise"noted, insulation may be anyone layer orcombination 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 FBC1505.1 and; forfoam plastic, FBC Chapter 26, when installed with the roof cover. 4. For mechanically attached components orpartfailybonded 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 asterlsk* carry the limitations set forth in Section 2:2.1.5.1(a) of FM LPDS 1-29for Zone 2/3 enhancements. 5. 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 forthe system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1, 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 existing roof system (for recover) shall be capable of resisting project design pressures on its own.meritto 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. ' 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, I.I.C. d/b/a Trinity l ERD Evaluation Report T37910.06.11-R3 for FL14672-R3 Certificate of Authorization N9503 Revision 3:'12/17/2015 Prepared -by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of-4 TABLE 1A:.WOOD DECKS — NEWCONSTRUCTION, REROOF-(Tear=Off) or RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER. System Deck Top Insulation Layer Roof Cover MDP No. {see Note 3)• Base Insulationaayec �PsR Type Fasteners Attach Base Ply Ply Cap: a SECP-AO4kNO BASE PL'V.; Nfn:15/32., plywood (Optional) One, or more. Min. 3/8-inch SECUROCKGypsum- EasyTorch SA- (Optional) EasyTorch.. EasyTorch APP Smooth W-1. at max. 24" layers, any Fiber Roof Board See Note 2 1 per 1 ft Base, self APP Smooth, torch- or Granular, torch- -52:5 combination, loose laid adhering applied applied Min,15/32-" plywood (Optional) One or more Min. 2-inch ACFoam II; EnergyGuartl z EasyTorch SA (Optional) EasyTorch EasyTorch APP Smooth W-2, at max. 24" spans layers; any Fplyiso ENRGY 3 H-Shield; ISO.95+ See Note 2 1 per 111 Base, self-, APP Smooth, torch- or Granular, torch.-- -82.5 'combination, loose laid GL or Multi-Max;FA3, adhering applied applied ,TOHCH`APPIlEDBASE'PLY _. ` x; '°41 3 � W-3 -Min.. plywood {Optional) One or more layers, Min..3/8-inchSECUROCK Gypsum- See Note2 1 z ffi.' EasyTorch APP {Optional) EasyTorch Smooth, torch-" EasyTorch APP Smooth Granular, torch- =52:5. at max: 24" an Y Fiber Roof Board per Smooth, tortih- APP. or combination, loose laid applied applied 'applied TABLE 16: WOOD DECKS.— NEW CONSTRUCTION, REROOF (Tear-Off);or RECOVER SYSTEM TYPED: ' INSULATED; ,MECHANICALLY ATTACHED BASE SHEET;_BONDED ROOF COVER. System. Deck Insulation. Layer Base Sheet Roof,Cover, MOP No. (See Note 1) Type Attach Type . ' - Fasteners Attach Base Ply Cap (Rsf) SEiF-ADHERING BASE PLY'. e .. ; Ty Min. ;15/32" plywood. A , thickness or 10-inch o c.:irithemin.4-inch'lap and EasyTorch SA Base, EasyTorch, APP Srnooth 1N 4.Loose at max. 24" spans' Imbl' -combination aid - Easylay See Note 2 10 inch o.c in two, equally spaced, self -adhering or Granular, torch- 60:0 staggered .center rows applied ; Min.:15/32" plywood. Any type, thickness or 8=inch o.c in the min. 4-inch lap and EasyTorchSA Base, EasyTorch APP Smooth W-5. of max. 24" spans n eombipation Loose laid Easylay See Note 2 Vinch o.c."in four,(4), equally spaced; self -adhering or Granular, torch-, -135.0. staggered center -rows applied Min.15/42" plywood Any type, thickness or 6-inch o c. in the mih: 4-inch lap and EasyTorch SA Base, EasyTorch APP Smooth 'at max. 24"spans combination Loose laid , EasyNailBase See Note_ 2 64hch o c, in:four {4), equally spaced;' self -adhering or, Granular, torch- -135.0 staggered center rows Applied. Mm,15/32" plywood An y type, thickness or 6-inch o c .inihe min. 4-inch lap and EasyTorch APP EasyTorch' APP Smooth - 7. EW- at max: 24"spans, combination Loose laid Ea3 iVailBase y See Nofe 2 equally spaced, 6-inch o.c. in four(4),. q y p ced; Smooth; torch- or Granular, torch- t �-135:0 staggered centerrows applietl applied Exterior Research:and Design, LLC. d/b/a Trinity] ERD Evaluation Report T37910.06.11-R3 fnr FL14672-R3 Certificate afAutharization.0503. Revision,3: 12/17/2015 Preparediby: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 4. . TABLE 1C-1: WOOD DECKS -NEW CONSTRUCTION or.REROOF (Tear -Off);. SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (nails), BONDED ROOF COVER System Deck Base Sheet Roof Cover MDP No: (See Note 1) (Psf) Type Fasteners Attach Base Ply Cap $Elf-ADHER1t1GB/15EPtY' r Min. 19/32";plywood 12 ga. annular ring shank nails and min. 32 ga., 7Anch'o.c. in the 4-.inch lap and 7-inch.o.c. EasyTcrch,SA Base, EasyTorch APP'Smooth W-B. at max. 24" spans Easylay - 1+5/V diameter tin-caips. {Ref: FBC 1517-.5) . in three; equallyspaced,staggered center self -adhering or Granular, torch- -60.0 rows. applied Min: 15/32" plywood 8-inch:o.c. In the min. 4-inch lap and 8- EasyTorch SA Base, 'EasyTorch APP Smooth 1N 9. at max. ,24"spans Eas lay y Simplex MAXX Cap Fastener inch o:c, in four (4), equa11, spaced, y self -adhering or Granular; torch- -82:5 staggered center rows. applied W-10.. Min:15 32" i plywood EasyLay 12 ga: annular ring shank nails and min. 32 ga., 4-inch'o:c inthe 44 chlap and 4=iiich o c. in four (4), equally spaced, staggered EasyTorch SA Base, EasyTorch APP:Smooth - or Granular, torch- -120.0. atmax,.24" spans 1-5/B" diameter tin -caps. (Ref: FBC 1517:5) center rows self;adhering applied W-11: , .• Min. plywood EasyNailBase, 12 ga. anriularring shank nails and"min.32 ga:, 4-inch o i h o .c in the 4= nchaap and 4-inchO.C.EasyTorch in five (5), equally spaced, staggered SA Base, EasyTorch APP Smooth or Granular, torch- -126.0 at max..24' spans' 1-5A' diameter tin -caps. (Ref: FBC 1517.5) center rows self -adhering applied TORCH AiML1E0 BASE Ply A T x Min.15/32'plywood 9incho.c in'thetnin•2-Irichlap and .18-' '.(Optional) EasyTorch Easy TorchAPP:Smooth W-12: aYmax-.24" spans EasyNailBase- Simplex MAXX'Cap Fastener ` inch o.c. in two (2), equailyspaced, APP Smooth, -torch- or Granular, torch- -45.0`' staggered center rows. applied applied. Min.15132" plywood 9-inch o.c. in the min. 2-Inch tap arid,12- (Optional) EasyTorch EasyTorch APP Smooth W-13." -at max..24" spans EasyNailftse4 Simplex'MA)X Cap Fastener inch o.c. in two (2), equally spaced,. APP Smooth, torch- or Granular, torch- 752:5 ; staggered center.rows , applied applied Min:15/32" plywood 6-inch o.c: in the mm..2-inch lap and 6- (Optional):EasyTorch EasyTorch APP Smooth W-14. at max.:24,"spans EasyNailBase• Simplex MAXX Cap Fastener inch o.c. in two (2), equallyspaced, AP•P Smooth, torch or Granular, torch 90 Os = staggered center row.'s applied applied Min.15/32" plywood ,6-inch o.c. in the min 2-inch lap and>6- (Optional)'EasyTorch EasyTorch APP, Smooth 1N-15,. of maxr.24- spans EasyNailBase Simplex MAXX Cap Fastener inch o.c. in three (3), equally spaced, APP Smooth, torch- or Granular, torch- -105:0' staggered,centerroWs applied applied Min.'15/32"plywood 12.ga:.annulavringshank nails and min. 32 ga.; 4-inch o.c. in:the 4-inch lap:and 4-inch o.c. {Optional)' EasyTorch EasyTorch APP Smooth 1N-1.6. atimax.24."`spans EasyNailBase: 1-5/8"'diametertin-caps.. (Ref: FBC 1517,5) in five (5), e_qualiy spaced, staggered APP Smooth; torch- or Granular, torch- -120,0, center rows applied 'applied Exterior Research'.and Design, LLC. d/b/a.TrinityI ERD ' Certificate ofAuthorization #9503 Prepared'by: Robert Nieminen, PE-59166 EvaluationReport T3.7910-06.11-R3 for FL14672-R3 Revision 3: 12/17/2015 Appendix 1, Page 3 of 4 s 16 TABLE'1C-2: WOOD DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (screws & plates), BONDED ROOF COVER System Deck Base Sheet Roof Cover MDP No: (See Note 1) Type Fasteners Attach Base Ply Cap (psf) SELFADHERING BASE PLY. W-17. Min. 15/32" plywood fasyLay See Note 2 10-inch o.c. in the min. 4-inch lap and 10-inch o.c. in two, EasyTorch SA Base, self- EasyTorch APP Smooth or 60.0 at max. 24" spans equally spaced, staggered center rows adhering. Granular, torch -applied W-18. Min.15/32".plywood EasLay See Note 2 &inch o.c. in the min. 4-inch lap and 8-inch o.c. in four (4), EasyTorch SA Base, self- EasyTorch APP Smooth or 135.0 at max. 24" spans equally spaced, staggered center rows adhering Granular, torch -applied V✓-19. Min.,15/32" plywood EasyNailBase See Note 2 6-inch o.c. in the min. 4-inch lap and 6-inch o.c. in four (4), EasyTorch SA Base, self- EasyTorch APP Smooth or 135.0 at max. 24" spans equally spaced, staggered center rows adhering Granular, torch -applied .: TORCH -APPLIED SASE PLY: W 20 Min.15/32" plywood EasyMailBase See Note 2 6-inch o.c. in the min. 4-inch lap and 6-inch o.c. in four (4), (Optional) EasyTorch APP EasyTorch APP Smooth or -135,0 at max. 24" spans equally spaced; staggered center rows Smooth, torch -applied Granular, torch -applied TABLE 11): WOOD DECKS — NEW CONSTRUCTION or,REROOF,(Tear-Off) SYSTEM TYPE F: BONOED'ROOF COVER System Deck (See WWI) Roof Cover MDp- No. Type Joint Treatment Base Ply Ply Cap (Psf) W 21. -Min. plywood None EasyTorch SA Base, self- (Optional) EasyTorch APP EasyTorch ARP Smooth or 75.0 'at max. 24" spans adhering Smooth, torch -applied Granular, torch -applied W Z2. Min. 15/31" plywood Plywood joints are covered with 4-inch wide strips of EasyBase, rolled into EasyTorch SA Base, self- (Optional) EasyTorch APP EasyTorch APP Smooth or -120.0 at max. 24" spans place to create continuous bond'. adhering Smooth, torch -applied Granular, torch -applied TABLE 2A: CONCRETE DECKS - NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER" System Deck Primer Roof Cover MDP Base Ply Ply Cap No. (See Note 1) (Psf) C-1. Concrete ASTM D41 EasyTorch APP Smooth, torch -applied (Optional) EasyTorch APP Smooth, torch- EasyTorch APP Smooth or Granular, torch- -670.0 applied applied Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Evaluation Report T3:7910.06.11-R3 for FL14672-R3 Certi)rcateofAuthorization #9503 Revision 3:12/17/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 4 of 4