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Home My WebLink AboutEVALUATION REPORTQXI,). ,J `I"RINITY EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, L-C. SCANNED Certificate of Authorization #9503 353 Christian Street, Unit 13 ERD (203)262-9245 St. Lucie County oxford, 9245 Tarco Roofing One Information Way, Suite 225 Little Rock, AR 72202 Evaluation Report T37910.06.11-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 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 611" Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: LeakBarrier® EasyTorcha" Modified 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. Trinity I ERD 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 inspection at 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 DC4 ANE1983 The facimilis seal appearing was authadoed by Robert Nieminen, P.E. on 10/0212017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a TrinityI ERD 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, I.I.C. d/b/a TrinitylERD 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 producc. 5. This is a building code evaluation. Neither Trinityl ERD 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. TRINITY1 ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: LeakBarrier® EasyTorchT" Modified Bitumen Roof Systems, as produced by Tarco Roofing, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Cade 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 2011 1504.7 Impact FM 4470 2012 1507.10.2 Physical Properties ASTM D226 2009 1507.10.2 Physical Properties ASTM D4601 2012 1507.11.2 Physical Properties ASTM D6163 2008- 1507.11.2 Physical Properties ASTM D6222 2011 3. RFFERENCES: EntitH Examination Reference Date ER9(TST6049) Wind - FM4470/4474 T36510.05.11 05/12/2011 ERD(TST6049) Physical Properties T35450.06.11 06/22/2011 ERD (I ST6049) FM4470 T39050.11.11 11/18/2011 ERD (TST6049) Physical Properties T39040.11.11 11/21/2011 ERR(TST6049) Wind - FM4470/4474 K396905C 03/07/2012 ERD(TST6049) Wind - FM4470/4474 TAR-SC7960.01.16 01/31/2016 ERD i:ST6049) Wind - FM4470/4474 TAR-SC5670.03.16 03/21/2016 ERJ(7ST6049) Wind - FM4470/4474 T6460.06.07-R2 05/26/2017 ERD (TST6049) Physical Properties T6470.08.07-R2 06/02/2017 UL (QJA1743) Quality Assurance Service Confirmation Exp. 03/09/2020 4. OR-)iAJCT DESCRIPTION: This Evaluation Report covers LeakBarrier® EasyTorchT" Modified Bitumen Roof Systems installed in accordance with Tarco Roofing published installation instructions and the Limitations / Conditions of Use herein. The following prccucts make up the subject systems. Table 1: Ralf -Goods for LeakBarrier® EasyTorchT' Modified Bitumen Roof Systems Specification Type Product Reference Type Grade LeakBarrier® EasyLayT" ASTM D226 II N/A Base Sheets: j LeakBarrier® EasyNailBase'" ASTM D4601 II N/A � (pu6llshed)eJ) LeakBarrier® EasyTorch' SA Base ASTM D6163 I S Smooth Surfaced Membranes: LeakBarrier® EasyTorchT" APP Smooth ASTM D6222 I S Granule Surfaced Membranes: LeakBarrier® EasyTorchT" APP Granular ASTM D6222 I G Exterior Rastarch and Design, I.I.C. Evaluation Report T37910.06.11-R4 Certlflmfe afA::cr:arhat1an#9503 e EDITION (2017) FBC NON-HVHZ EVALUATION FL14672-R4 LeakBarrier® EasyTorch Modified Bitumen Roof Systems Revision 4: 10/02/2017 Page 2 of 4 \�INITY J ERD S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity(ERD 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 Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 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 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 Authority Having Jurisdiction. 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 1511. 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 ANSI/SPRI WD1, 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. 5.8 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 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 ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 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 ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard 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 Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard 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 Roofing Application Standard RAS ill, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or 1609.3(3). 5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. 6. INSTALLATION: 6.1 EasVrorchm Modified Bitumen Roof Systems shall be installed in accordance with Tarco Roofing published nstallation instructions, subject to the Limitations / Conditions of Use noted herein. Exterior R search and Design, I.I.C. Evaluation Report T37910.06.11-R4 CenilcoteofAwhanzotion#9503 61N EDITION(2017) FBC NON-HVHZ EVALUATION FL14672-R4 LeakBarrier® Easyrorch Modified Bitumen Roof systems Revision 4: 10/02/2017 Page 3 of 4 TRINITY ERD 5.2 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. BUILDING PERMIT REQUIREMENTS: :As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of -his 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: Underwriters 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 Cenli lmte efA✓thanza6an #9503 6'x EDITION (2017) FBC NON-HVHZ EVALUATION FL14672-R4 LeakBarrier® EasyTorch Modified Bitumen Roof Systems Revision 4: 10/02/2017 Page 4 of 4 TRINITY ERD h fT' ^1 ,1/ 1; ; t-I R! Mr1Y"1, rEciumum EWS 1:0, WIND UPLIFT 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 1D 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 Authority Having Jurisdiction: 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: D Wood Deck: OMG #12 or #14 HD with DIMS 3 in. Galvalume Steel Plate (non -ribbed) or Tru-Fast DP or HD with Trufast 3" Metal Insulation Plates. Minimum Y.-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, woad fiberboard, perlite or gypsum -based roof board that meets the CIA requirements of F.A.C. Rule 61G20- 3 and is documented as meeting FBC 1505.1 and, forfoam 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. 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 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 existir 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 wits. 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 Trinity I ERD Evaluation Report T37930.06.11-R4 for FL34672-R4 Certificate of Authorization #9503 6ni 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 TRIM Y' ERD 'r"•.--..e','V'- Xtj n:n:.rr:f .an.n6i\n•nFr.'1':76 i : tt r;LP 1 r -: P.:'CHANl Cho LY Ai7A=:N:D 5NSULATION, UUNDED ROOF COVER System Deck Top Insulation Layer Roof Cover MDP No Base Insulation layer (Note 1) Type Fasteners Attach Base Ply Ply Cap IPsfl SELF -ADHERING BASE PLY: _. .. l • `' �, ' Min. 15/32" (Optional) One or more Min. 3/8-inch SECUROCK EasyTorch SA Base, (Optional) EasyTorch SA Base, EasyTorch APP Smooth W-1. plywood at max. layers, any combination, Gypsum -Fiber Roof Board Note 2 1 per 1 ft r self -adhering self -adhering or EasyTorch APP or Granular, torch- -52.5 24" spans loose laid Smooth, torch-appiied applied Min. 15/32" (Optional) One or more Min. 2-inch ACFoam II, (Optional) EasyTorch SA Base, EasyTorch APP Smooth W-2. plywood at max. layers, any wmbination, EnergyGuard Polyiso, ENRGY Note 2 1 per 1 ft' EasyTorch SA Base, self -adhering or EasyTorch APP or Granular, torch- -82.5 24"spans loose laid 3,H-Shield, ISO 95+GL or self -adhering Smooth, torch -applied applied Multi -Max FA3 - TORCH -APPLIED BASE PLY:` ,,. -' ,. '. i11 11 1 Aa. Min. 15/32" (Optional) One or more Min. 3/8-inch SECUROCK EasyTorch APP (Optional) EasyTorch APP EasyTorch APP Smooth W-3. plywood at max. layers, any wmbination, Gypsum -Fiber Roof Board Note 2 a 1 per 1 ft Smooth, torch- Smooth, torch -applied or Granular, torch- -52.5 24" loose laid applied applied TABLE 1B: WOOD DECKS, —NEW CONSTRUCTION, REROOF',(Tear-Off) or RECOVER SYSTEM TYPE D: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER .I System Deck Insulation layer Base Sheet Roof Cover MOP No. (Note 1) Type Attach Type Fasteners Attach Base Ply Ply Cap Ply (Psf) SEu,-ADHERING BASE PLY: Any type, 10-inch o.c. In the n. 4-inch lap rch SA (Opional) EasyTorch SA EasyTorch APP W-4. thickcoombination ess or iodose EasyLay Note2 spaced,nd or or -60.0 24"spods[,max. staggered center rows adhering adhering sapplied5e, APIPtSmooth, torchring tyTorch orch-appliedooth Min. Min. 15/32" Any type, 8-inch D.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 D.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 D.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 D.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 -APPLIED BASE PLY: ' Min. 15/32" Any type, Loose 6-inch D.C. in the min. 4-inch lap and EasyTorch APP (Optional) EasyTorch APP plywood at max. thickness or laid EasyNailBase Note 2 6-inch o.c. in four (4), equally spaced, Smooth, torch- Smooth, torch -applied TlaorchAPPW-7. th ar Granular, -135.0 24"spans combination staggered center rows applied -applied Exterior Research and Design, LLC. d/b/a Trinity]ERD Evaluation Report T37910.06.11-R4 for FL14672-R4 Certificate of Authorization x9S03 bra EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 10/02/2017 Prepared by: Robert Nieminen, PE-59166 LeakBamier® EasyTorch^' Modified Bitumen Roof Systems; (254) 913-7750 Appendix 1, Page 2 of 4 TRINITY ERD SY.te;n Deck Hocw cr_IVIEt, Sas No. e Sheet Roof Covi SELF-ADHEPJNG OASE FLY: ote 1) Typ Fasteners ners I Attach ..�e Fly Ply Cap Ply MDF` (Psf) Min. 19/32- 12 ga. ' W-8. Plywood at max. annular ring shank nails 7-inch o.c. in the 4-inch lap and 7- 24"spans EasyLay and min. 32 ga, 1-5/8" diameter inch o.c. in three, equally spaced, EaSYTorch SA Base, (Optional) EasyTorch SA Base, EasyTorch APP tin -caps. (Ref. FBC 1517.5) staggered center rows elf -adhering self -adhering or EasyTorch APP Smooth or Granular, -60.0 Min. 15/32" 8-inch o.c. in the min. 4-inch lap and smooth, torch -applied torch -applied W_ Plywood at max. EasyLay Simplex MAXX Cap Fastener 8-inch o.c. in four (4), equally EasyTorch APP 24"spans EasyTorch SA Base, (Optional) EasyTorch SA Base, spaced, -adhering or EasyTorch APP Min. 15/32" staggered center rows self -adhering self Smooth o Granular, -82.5 W-10. 12 ga. annular ring shank nails 4-inch o.c. in the 4-inch lap and 4- Smooth, torch -applied torch -applied Plywood at max. EasyLay and Min.32ga., EasyTorch SA 8,,,, EasyTorch APT 24" spans 1-5/8' diameter inch o.c. in four (4), equally (Optional) EasyTorch SA Base Min.15/32- tin -caps. (Ref: FBC 1517.5) staggered center rows V spaced, self -adhering self -adhering or EasyTorch APP Smooth or Granular, -12C, W-11. 12 ga annular �rmg shank I'afls 4-Inch o.c. in the 4-inch lap and 4- Smooth, torch -applied torch -applied Plywood at max. EasyNailBase and min. 32 ga., 1-5/8" diameter inch o.c. in five (5), equally spaced, 24"spans EasyTorch SA Base, (Optional) EasyTorch SA Base, EasyTorch APP If -adhering TCRCH-APP� tin -caps. (Ref'. FBC 1517.51 staggered center rows self -adhering or EasyTorch A Smooth or Granular, -120.0 UED BASE PLY: Smooth, torch -applied torch -applied Min '15132" W-12. Plywood at max:. EasyNailBase Simplex MAXX Cap Fastener 9-inch o.c. in the min. 2-inch lap and (Optional) EasyTorch24"spans 18-Inch o.c. in two (2), equally APP Smooth, torch- (Optional) EasyTorch APP EasyTorch APP Min. 15/32- spaced, staggered center rows applied Smooth, torch-appli,d Smooth or Granular, -45.0- W-13. Plywood at max. EasyNailBase Simplex MAXX Cap 9-inch o.c. in the min. 2-inch lap and (Optional) EasyTorch torch -applied 24"spans Fastener 12-inch o.c. in two (2), equally APP Smooth, torch- (Optional) EasyTorch APP EasyTorch APP Min. 15/32- spaced, staggered center rows applied Smooth, torch -applied Smooth or Granular, -52.5 6-inch o.c. in the min. 2-inch lap and (Optional) EasyTorch torch -applied W-14. Plywood at max. EasyNailBase Simplex MAXX Cap Fastener 6-Inch o'c' in two (2), equally 0 (Optional) EasyTorch APP EasyTorch APT 24"spans APP Smooth, torch - Min. 15/32. spaced, staggered center rows applied Smooth, torch -applied Smooth or Granular, -90.0 6-Inch o.c. in the min. 2 nch lap and (Optional) EasyTorch W-15. Plywood at max. EasyNailBase I torch -applied 24"spans Simplex MAXX Cap Fastener 6-inch o.c. in three (3) equally APP Smooth torch- (Optional) EasyTorch APP EasyTorch APP Min. 15/32' spaced, staggered cent rows applied Smooth, torch -applied Smooth or Granular, -105.0 12 ga. annular ring shank nails 4-inch o.c. in the 4-inch lap and 4- torch -applied A W-16. Plywood at max. EasyNailBase and min. 32 ga., 1-5/8" diameter inch 0-c- in five (5), equ (Optional) EasyTorch (Optional) EasyTorch APP EasyTorch APP 24"spans tin -caps. (Ref. FBC151 .5) staggered center rows y spaced, APP Smooth, torch- Smooth, torch -applied Smooth or Granular, applied -120.0 1 0 Exterior Research and Design, U.C. d/b/a Trinityl ERD Certlf"cOte of Authonzation #9503 Prepared by: Robert Nieminen, PE-59166 6' EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report T37910.06.11-R4 for FL14672-R4 LeakBaffierm EasyTorchw Modified Bitumen Roof Systems; (254) 913-7750 Revision 4: 10/02/2017 Appendix 1, Page 3 of 4 4 l TRINITY !ERD .- -. •^ I Sys:e.0 Deck i E se <et Roof Cc,.,,, __ _ _ _ _ _—_ -.' Cap Ply (Psf) Type I Tc.teners A=0. h Base PIY LPly SELF -ADHERING BASE PLY: Min. 15/32" 10-inch o.c. in the min. 4-inch lap and 10-inch o.c. in two, EasyTorch SA Base, (Optional) EasyTorch SA Base, EasyTorch APP W-17. plywood at max. EasyLay Note 2 equally spacedstaggered center rows , self -adhering self -adhering or EasyTorch APP Smooth or Granular, -60.0 24"spans Smooth, torch -applied torch -applied Min. 15/32" &Inch c.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 o.c. in four (4), EasyTorch SA Base, (Optional) EasyTorch SA Base, EasyTorch APP W-19. plywood at max. EasyNailBase Note 2 equally spaced, staggered center rows self -adhering self -adhering or EasyTorch APP Smooth or Granular, -135.0 24 spans I I Smooth, torch -applied I torch -applied TORCH -APPLIED BASE PLY: r •' _ Min.15/32" 6-inch o.c. in the min. 4-inch la and 6-inch o.c. in four (4), () (Optional) EasyTorch (Optional) EasyTorch APP EasyTorch APP W-20. plywood at max. EasyNailBase Note 2 e equally spaced, staggered center rows APP Smooth, torch- Smooth, torch -applied Smooth or Granular, -135.0 24" spans applied torch -applied TABLE ID: WOOD DECKS= NEW CONSTRUCTION or REROOF(Tea r-Off) SYSTEMTYPE 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 Baseself-adhering , g (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 ' TABLE2A: CONCRETE ;;DECKS - NEW CONSTRUCTION or REROOF(Tear-Off) SYSTEM TYPE R. NON -INSULATED, BONDED' -ROOF COVER ' System No. Deck (Note 1) Primer 1 Roof Cover MDP (Psf) i 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, U.C. d/b/a Trinity I ERD Evaluation Report T37910.06.11-R4 for FL14672-R4 Certificate ofAuthorf:ation N9503 6t" 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 4 of 4