No preview available
HomeMy WebLinkAboutProduct Approval Modified Bituman Roof SystemFlorida Building Code Online ,- 2118122, 7:26 AM Florida w a;y'EtsRwey�,r`;, BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge QT Product Approval USER: Public User Stats & Facts I Publications I Contact Us I BCIS Site Ma I Links I Search i FILE COPY Product Approval Menu > Product or Application Search > Application List > Application History > Application Detail FL # FL14672-115 R® p E of DEE® FOR Application Type Revision CODE COMPLIANCE Code Version Application Status 17 AApproved Approved ST. LUCIE COUNTY BOCC Comments Archived v �76 Product Manufacturer Tarco Roofing Address/Phone/Email One Information Way Suite 225 Little Rock, AR 72202 (254) 913-7750 smohseen@tarcoroofing.com Authorized Signature Shalk Mohseen smohseen@tarcoroofing.com Technical Representative Shalk Mohseen Address/Phone/Email 2403 Taylors Valley Road Belton, TX 76513 (254) 913-7750 smohseen@tarcoroofing.com Quality Assurance Representative Shaik Mohseen Address/Phone/Email 2403 Taylors Valley Road Belton, TX 78717 (254) 939-3775 Ext210 smohseen@tarcoroofing.com Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C� 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 04/07/2023 Validated By John W. Knezevich, PE F2el Validation Checklist - Hardcopy Received Certificate of Independence FL14672 R5 COI 2020 01 COI NIEMINEN.pdd https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX...W%2fEUV6Nx9gGjUeOgDbPylAlxrzZXOVGBItDR839K3HodIHg5xAXw%3d%3d Page 1 of 2 Florida Building Code Online 2/18/22, 7:26 AM Referenced Standard and Year (of Standard) Standard Year ASTM D226 2009 ASTM D4601 2012 ASTM D6222 2011 FM 4470 2012 FM 4474 2011 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/10/2020 Date Validated 04/10/2020 Date Pending FBC Approval 04/14/2020 Date Approved 06/02/2020 Date Revised 08/05/2020 Summary of Products FL # Model, Number or Name Description 14672.1 LeakBarrier EasyTorch APP modified bitumen roof systems Modified Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No L1F 4672 R5 1 2020 04 10 FINAL Al ER TARCO MODBIT APP FL14672- R5.Rdf' Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-670 Created by Independent Third Party: Yes Other: 1.) The design pressure in this Evaluation Reports application relates to one particular system. FL14672 R A 2020 0 10 FINAL R TARCOMODDIT APP FL14672- R5-pAf Refer to ER Appendix for all systems and Max Design Pressures. 2.) Refer to ER Section 5 for Created by Independent Third Party: Yes Limits of Use. Back Felt The State of Florida is an AA/EEO employer. Co yriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® 191 E Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVX...W%2fEUV6Nx9gGjlJeOgDbPylAlxrzZXOVGBItDR839K3 HodlHg5xAXw%3d%3d Page 2 of 2 N EM® I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 44 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT EV ALLIATION REPORT Tarco Roofing Evaluation Report T37910.06.11-RS One Information Way, Suite 225 FL14672-RS Little Rock, AR 72202 Date of Issuance: 06/23/2011 Revision 5: 04/10/2020 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 6ch Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: LeakBarrier® EasyTorch" 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. of any changes to the product(s), the Quality Assurance or the production facility location(s). MEMO I etc. 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 "NEMO l etc. 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 DCA ANE1983 .� : • mil' ..•�,�o-.S7t9? �� ip's!'!',;'� ^.• :; The facsimile seal appearing was authorized by Robert Nieminen, +. F •• 3^�•' ,.•E P.E. on 04/SO/2020. This does not serve as an electronically sI ned Y g ✓Dann+!+" , document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC 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. NEW ETC, LLC 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 NEMO I etc. nor Robert Nleminen, P.E. are, in anyway, 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. 02019 NEMO ETC, LLC ONEMO I etc. 1. SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: LeakBarrier® EasyTorch TM Modified Bitumen Roof Systems, as produced byTarco Roofing, have demonstrated compliance with the following sections of the 61h Edition (2017) 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 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 D6222 2011 3. REFERENCES: Entb Examination Reference Date ERD (TST6049) FM 4470 T6470.08.07 08/20/2007 ERD (TST6049) FM 4474 T36510.05.11 05/12/2011 ERD (TST6049) FM 4470 T39050.11.11 11/18/2011 ERD (TST6049) Criticality T39040.11.11 11/21/2011 ERD (TST6049) ASTM D6222 (TX) T35450.12.11 12/21/2011 ERD (TST6049) FM 4474 K39690SC 03/07/2012 ERD (TST6049) ASTM D6222 (TX) T43940.05.13 05/01/2013 ERD (TST6049) ASTM D4601 (TX) T43410.05.13 05/23/2013 ERD (TST6049) FM 4474 TAR-SC7960.01.16 01/31/2016 ERD (TST6049) FM 4474 TAR-SC5670.03.16 03/21/2016 ERD (TST6049) ASTM D226 (TX) TAR-SC13965.02.17 02/27/2017 ERD (TST6049) FM 4474 T6460.06.07-R2 05/26/2017 ERD (TST6049) ASTM D4601 (TX) TAR-SC16545.11.17 11/01/2017 UL(QUA1743) Quality Assurance Service Confirmation 04/07/2020 4. PRODUCT 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 products make up the subject systems. Table 1: Roll -Goods for LeakBarrier® EasyTorch TMModified Bitumen Roof Systems. Type Product Specification Reference Type Grade Base Sheets: LeakBarrier® EasyLay"I ASTM D226 II N/A LeakBarrier® EasyNailBaseTM ASTM D4601 II N/A Smooth Surfaced Membranes: LeakBarrier® EasyTorch TM SA Base ASTM D4601 II N/A LeakBarrier® EasyTorch'" APP Smooth ASTM D6222 I S Granule Surfaced Membranes: I LeakBarrier® EasyTorch T"APP Granular ASTM D6222 I G MEMO ETC, LLC Evaluation Report T37910.06.11-R5 Certificate of Authorization #3Y455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL14672-R5 LeakBarrierm EasyTorch Modified Bitumen Roof Systems Revision 5: 04/10/2020 Page 2 of 4 ONEMOIetc. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO ETC, LLC 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 111, 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, NEMO ETC, LLC Evaluation Report T37910.06.11-R5 Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL14672-R5 LeakBarrier® EasyTorch Modified Bitumen Roof Systems Revision 5: 04/10/2020 Page 3 of 4 NNEMOIetc. 0.• INSTALLATION: 6.1 EasyTorch'" 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. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Belton, TX 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 - NEMO ETC, LLC Evaluation Report T37910.06.11-R5 Certificate of Authorization #32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL14672-R5 LeakBarrier® EasyTorch Modified Bitumen Roof Systems Revision 5: 04/10/2020 Page 4 of 4 ONEMOletc. TABLE DECK APPLICATION TYPE DESCRIPTION PAGE 1A Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 2 16 Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 2 1C Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 3 1D Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 4 1E Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 4 2A Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 4 The following notes aoaly 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: ➢ 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 CA 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 ANSf/SPRI WDl, 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 Standard 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 existing 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 with 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. NEMO ETC, LLC Evaluation Report T37910.06.11-R5 for FL14672-RS Certificate of Authorization #32455 6n EDITION (2017) FBC NON-HVHZ EVALUATION Revision 5: 04/10/2020 ©2019 NEMO ETC, LLC LeakBarrfer® EasyTorch- Modified Bitumen Roof Systems; (254) 913-7750 Appendix 1, Page 1 of 4 ONEMOjetc. TABLE IA: ••• •CONSTRUCTION,•e• •RECOVER SYSTEMTYPEC: MECHANICALLY ATTACHED INSULATION, BONDED, ROOF COVER System Deck Top Insulation Layer Roof Cover MDP Base Insulation Layer No. (Note 1) Type Fasteners Attach Base Ply Ply Cap (Pso SELF -ADHERING BASE PLY: Min. 15/32" (Optional) One or more Min. 3/8-inch SECUROCK Gypsum- 1 per EasyTorch SA (Optional) EasyTorch SA Base, EasyTorch APP Smooth W-1. plywood at max. layers, any combination, Fiber Roof Board Note 2 10 ftZ Base, self- self -adhering or EasyTorch APP or Granular, torch- -52.5 24" spans loose laid adhering Smooth, torch -applied applied Min. 15/32" (Optional) One or more Min. 2-inch ACFoam II, EnergyGuard EasyTorch SA (Optional) EasyTorch SA Base, EasyTorch APP Smooth W-2. plywood at max. layers, any combination, Polyiso, ENRGY 3, H-Shield, ISO95+ Note 2 1 per 1.0ftZ Base, self- self -adhering or EasyTorch APP or Granular, torch- -82.5 24" spans loose laid GLor Multi -Max FA3 adhering Smooth, torch -applied applied TORCH -APPLIED BASE PLY: Min. 15/32" (Optional) One or more Min. 3/8-inch SECUROCK Gypsum- 1 per EasyTorch APP (Optional) EasyTorch APP EasyTorch APP Smooth W-3. plywood at max. layers, any combination, Fiber Roof Board Note 2 1.0 ftZ Smooth, torch- Smooth, torch -applied or Granular, torch- -52.5 24" loose laid applied applied TABLE 113: WOOD DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPED- INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER' System Deck Insulation Layer77 Base Sheet Roof Cover MpP No. (Note 1) Type Attach Type Fasteners Attach Base Ply Ply Cap Ply (psf) SELF -ADHERING BASE PLY: Min. 15/32" Any type, 10-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, Loose 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 laid 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 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 -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 EasyTorch APP W-7. plywood at 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 NE�JMO ETC, LLC Certificate of Authorization #32455 02019 NEMO ETC, LLC 6'" EDITION (2017) FBC NON-HVHZ EVALUATION LeakBarrier® EasyTorch"' Modified Bitumen Roof Systems, (254) 913-7750 Evaluation Report T37910.06.11-R5 for FL14672-R5 Revision 5: 04/10/2020 Appendix 1, Page 2 of 4 ONEMOjetc. - ....REROOF (Tear -Off) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY A17ACHED BASE SHEET (nails), BONDED ROOF COVER System Deck Base Sheet Roof Cover MDP No. (Note 1j Type Fasteners Attach. Base Ply Ply Cap Ply (Psf) SELF -ADHERING BASE PLY: Min. 19/32" 12 ga. annular ring shank nails and min. 32 ga., 1-5/8" 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 diameter tin -caps. (Ref: FBC inch o.c. in three, equally spaced, self -adhering self -adhering or EasyTorch APP Smooth or Granular, -60.0 24"spans 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- (Optional) EasyTorch SA Base, EasyTorch APP W-10. plywood at max EasyLay and min. 32 ga.,1-5/8" diameter tin -caps. (Ref: FBC inch o.c. in four (4}, equally spaced, EasyTorch SA Base, self -adhering self -adhering or EasyTorch APP Smooth or Granular, -120.0 24" spans 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 44nch lap and 4 (Optional) EasyTorch SA Base, EasyTorch APP W-11. plywood at max. EasyNailBase and min. 32 ga., 1-5/8" inch o.c. in five (5), equally spaced, EasyTorch SA Base, self -adhering or EasyTorch APP Smooth or Granular, -120.0 24"spans diameter tin -caps. (Ref: FBC staggered center rows self -adhering Smooth, torch applied torch -applied 1517.5) TORCH -APPLIED BASE PLY: - Min. 15/32" 9-inch o.c. in the min. 24nch 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-applied , 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- Smooth, torch applied 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 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 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- Smooth, torch -applied Smooth or Granular, -105.0 24" spans spaced, staggered center rows applied torch -applied Min. 15/32" 12 ga. annular ring shank nails and min. 32 ga.,1-5/8" 4-inch o.c. in the 4-inch lap and 4 (Optional) EasyTorch (Optional) EasyTorch APP EasyTorch APP W-16. plywood at max. EasyNailBase diameter tin -caps. (Ref: FBC diame) inch o.c, in five (5), equally spaced, APP Smooth, torch- Smooth, torch -applied Smooth or Granular, -120.0 24" spans staggered center rows applied torch -applied NE,MO ETC, LLC Certificate of Authorization #32455 02019 NEMO ETC, LLC 6TM EDITION (2017) FBC NON-HVHZ EVALUATION LeakBarrier® EasyTorch"' Modified Bitumen Roof Systems; (254) 913-7750 Evaluation Report T37910.06.11-R5 for FL14672-RS Revision 5: 04/10/2020 Appendix 1, Page 3 of 4