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HomeMy WebLinkAboutProduct Aproval - modified 5/3/2021 Florida Building Code Online & ProfessiOhailRegulation BCIS Home I Log In User Registration I Hot Topic Submit Surcharge I Stats&Facts Publications I Contact Us I BCIS Site Map I Links I Search Florida r ° Product Approval lt�� I USER:Public User R E FED F(01 Product Approval Menu>Product or Application Search>Application List>Application Detail r • FL# FL30268-R2 i1 �fir„fib s q- ~ ; Application Type Revision 9 tJ ® L C,� � ��"'i N T Y Code Version 2020 B00C Application Status Approved Comments Archived ❑ Product Manufacturer Beacon Sales Acquisition,Inc. (CT) �® Address/Phone/Email 505 Huntmar Park Drive �r Suite 300 Herndon,VA 20170 (860)471-9834 stewart.staples@alliedbuilding.com Authorized Signature Stewart Staples stewart.staples@alliedbuilding.com Technical Representative Mark Harrier Address/Phone/Email 20 Moores Road Malvern, PA 19355 (610)893-5400 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/27/2023 Validated By John W. Knezevich, PE Ev Validation Checklist-Hardcopy Received Certificate of Independence FL30268 R2 COI 2020 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D4601 2012 ASTM D6164 2011 ASTM D6222 2011 ASTM G155 2013 FM 4470 2016 FM 4474 2011 Equivalence of Product Standards https://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararh=wGEVXQwtDgsjfpmx6jjBWMKxQgvoHOOXQzV99BFgxRK92aNWSr4C%2fg%3d%3d 1/2 5/3/2021 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/30/2020 Date Validated 08/04/2020 Date Pending FBC Approval 08/10/2020 Date Approved 10/13/2020 Summary of Products FL# Model,Number or Name Description 30268.1 TRI-BUILT Modified Bitumen APP and SBS modified bitumen, low-slope roofing systems Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL30268 R2 II 2020 07 20 FINAL Al ER BEACON MODBIT FL30268- Approved for use outside HVHZ:Yes R2.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-635 Created by Independent Third Party:Yes Other: 1.)The design pressure listed pertains to Evaluation Reports one assembly. Refer to ER Appendix for all FL30268 R2 AE 2020 07 20 FINAL ER BEACON MODBIT FL30268- assemblies and associated maximum allowable R2.pdf design pressures. 2.)Refer to ER Section 5 for Limits Created by Independent Third Party:Yes of Use. Back N.- Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 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: W © RE E Credit Card Safe https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsjfpmx6jjBWMKxQgvoHOOXQzV99BFgxRK92aNWSr4C%2fg%3d%3d 2/2 NEMO etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford, CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION • • • Beacon Sales Acquisition,Inc. Evaluation Report 1m-CTR-I9-FBCER.08.19-R2 505 Huntmar Park Drive,Suite 300 FL30268-R2 Herndon,VA 20170 Date of Issuance:08/13/2019 (610)893-5400 Revision 2:07/20/2020 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 71h Edition(2020)Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT 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 or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMO I 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 48-page Appendix. Prepared by: Robert J.M.Nieminen P.E. %; The facsimile seal appearing was authorized by Robert F•••..a.•••"'�='.i Nieminen,P.E.on 07/20/2020.This does not serve as an Florida Registration No.59166,Florida DC4ANE1983 ;•;oss+owa-`, •..1 ,..,.;,•• electronically signed 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. NEMO 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 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. ©2019,NEMO ETC,LLC i ONEMOJetc., ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: TRI-BUILT Modified Bitumen Roof Systems,as produced by Beacon Sales Acquisition, Inc., have demonstrated compliance with the following sections of the 7th Edition (2020) 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. STANDARDS:2. Section Property Standard _Year 1504.3.1 Wind resistance FM 4474 2011 1504.6 Accelerated weathering ASTM G155 2013 1504.7 Impact resistance FM 4470 2016 1507.1.1 Material standard ASTM D1970 2015 1507.10.2 Material standard ASTM D4601 2012 1507.11.2 Material standard ASTM D6164 2011 1507.11.2 Material standard ASTM D6222 2011 3. REFERENCES: Entity Examination Reference Date NEMO Evaluation Report 3520.03.04-R25 07/20/2020 NEMO Cross-Reference FBC Product Cross Listing 06/24/2019 NEMO Cross-Reference FBC Product Cross Listing 03/23/2020 UL,LLC.(QUA9625) Quality Assurance Service Confirmation 11/13/2019 PRODUCT4. DESCRIPTION: This Evaluation Report covers TRI-BUILT Modified Bitumen Roof Systems installed in accordance with Beacon Sales Acquisition, Inc. published installation instructions and the Limitations/Conditions of Use herein. The following products make up the subject systems. TABLE 1:ROLL-GOODS FOR TRI-BUILT MODIFIED BITUMEN ROOF SYSTEMS Material Standard Type Product Plant(s) Reference Type Grade Base Sheets TRI-BUILT SA Nailbase ASTM D4601 II N/A Little Rock,AR TRI-BUILT FB Base Sheet 3 SQ ASTM D4601 II N/A Little Rock,AR TRI-BUILT SA Plybase ASTM D1970 N/A N/A Little Rock,AR Base Ply TRI-BUILT SAT Base ASTM D1970 N/A N/A Shakopee,MN TRI-BUILT Smooth Torch ASTM D6222 I S Little Rock,AR TRI-BUILT SA Cap ASTM D6164 I G Little Rock,AR TRI-BUILT SBS Cap ASTM D6164 I G Little Rock,AR Cap Ply TRI-BUILT Smooth Torch ASTM D6222 I S Little Rock,AR TRI-BUILT Granulated Torch ASTM D6222 I G Little Rock,AR NEMO ETC,LLC Evaluation Report 1m-CrR-19-FBCER.08.19-R2 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION F130268-R2 TRI-BUILT Modified Bitumen Roof Systems Revision 2:07/20/2020 Page 2 of 4 O- NEMOletc. 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 High Velocity Hurricane Zone jurisdictions(i.e., Broward and Miami- Dade Counties). 5.3 This Evaluation Report 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. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 This Evaluation Report does not include evaluation of roof edge termination. Referto FBC 1504.5 for requirements and limitations regarding edge securement for low-slope roofs. 5.6 Refer to FBC 1511 for requirements and limitations regarding recover installations. 5.6.1 For mechanically attached components 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 shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.6.2 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. 5.6.3 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. 5.7 Refer to Appendix 1 for system attachment requirements for wind load resistance. 5.7.1 "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. 5.7.2 For mechanically attached components or partially-bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC Chapter 16. Elevated pressure zones 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(February 2020)for Zone 2/3 enhancements. 5.7.3 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. 5.8 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 611320-3. Refer to the Product Approval of the component manufacturer for components listed in Appendix 1 that are produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. NEMO ETC,LLC Evaluation Report im-CTR-I9-FBCER.08.19-R2 Certificate ofAuthori:ation#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL30268-R2 TRI-BUILT Modified Bitumen Roof Systems Revision 2:07/20/2020 Page 3 of 4 r ONEMO I etc. , 6. INSTALLATION: TRI-BUILT Modified Bitumen Roof Systems shall be installed in accordance with Beacon Sales Acquisition, Inc. published installation instructions,subject to the Limitations/Conditions of Use herein. BUILDING7. • As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. 9. QUALITY ASSURANCE ENTITY: UL,LLC.—QUA9625;(414)248-6409,karen.buchmann@us.ul.com -THE 48-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 1m-CTR-I9-FBCER.08.19-R2 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL30268-R2 TRI-BUILT Modified Bitumen Roof Systems Revision 2:07/20/2020 Page 4 of 4 ONEMOletc. APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE TABLE DECK APPLICATION TYPE DESCRIPTION PAGE 1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 4 1B Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-6 1C Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 6 1D Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 7-8 1E Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 9-10 SF-1 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 10-12 1F-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 12-13 1G Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 13 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 14-15 2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 16-18 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 20-26 3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 26 4A LWIC/steel New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 27 4B LWIC/structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 28-31 4C LWIC/steel New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 32-33 4D LWIC/steel or struct.conc. New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 34-36 5A Cementitious wood fiber New Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 37 5B Cementitious wood fiber Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 38 5C Cementitious wood fiber Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 38 SD Cementitious wood fiber Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 39 6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 40-41 6B Existing gypsum Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 42 6C Existing gypsum Reroof(Tear-Off) C Mech.Attached Insulation,Bonded Roof Cover 42 6D Existing gypsum Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 43 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 44-48 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. 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#14 Roofgrip with Flat Bottom Plate(Accutrac),OMG HD with OMG 3 in.Galvalume Steel Plate,Dekfast#14 with Hex Plate or 3"Round Insulation Plate or Trufast#14HD with Trufast 3"Metal Insulation Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. ➢ Steel Deck: OMG#12 or#14 Roofgrip with Recessed or Flat Bottom Plate(Accutrac),OMG#12 Standard or HD with OMG 3 in.Galvalume Steel Plate,Dekfast#12 or#14 with Hex Plate or 3"Round Insulation Plate or Trufast#12DP or#14HD with Trufast 3"Metal Insulation Plates. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. ➢ Structural Concrete: OMG#14 Roofgrip with Recessed or Flat Bottom Plate(Accutrac),OMG HD or CD-10 with OMG 3 in.Galvalume Steel Plate,Dekfast#14 or DekSpike with Hex Plate or 3"Round Insulation Plate orTrufast#14HD with Trufast 3"Metal Insulation Plates. Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. NEMO ETC,LLC Evaluation Report lm-CTR-I9-FBCER.08.19-R2 for FL30268-R2 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION Revision 2:07/20/2020 ©2019,NEMO ETC,LLC TRI-BUILT Modified Bitumen Roof Systems;(610)893-5400 Appendix 1,Page 1 of 48 ONEMOjetc. TABLE 1F-2: WOOD 1ECKS—NEW CONSTRUCTION, •• • a•RECOVER SYSTEM TYPE E: NON-INSULATEDI MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck Base Sheet Roof Cover(Note 15) MDP No. (Note 1) Base Fasteners Attach Base Ply Cap Ply (PSf) OMG#14HD with OMG 3 in.Round Metal 6-inch o.c.at 4-inch lap and 6-inch o.c.in four(4),equally spaced, Min.15/32-inch plywood TRI-BUILT FB SBS-AA or W 80 at max 24-inch spans Base Sheet 3 SQ Plates or Trufast#12DP or#14HD with staggered center rows. Stress plates shall be primed with Karnak 81 SBS-SA-H APP TA -127.5 Trufast 3"Metal Insulation Plates Asphalt Primer or Karnak 89 Sta-Tack Primer. CONVENTIONAL SYSTEMS: Min.23/32-inch plywood TRI-BUILT FB 12-inch o.c.at 4-inch lap and 36-inch o.c.in two(2),equally spaced, BP-AA or APP- SBS-AA or W 81 at max.24-inch spans Base Sheet 3 SQ Note 2 staggered center rows TA APP-TA 30.0• W 82 Min.23/32-inch plywood TRI-BUILT FB Note 2 12-inch o.c.at 4-inch lap and 24-inch o.c.in two(2),equally spaced, BP-AA or APP- SBS-AA or -45.0' at max.24-inch spans Base Sheet 3 SQ staggered center rows TA APP-TA Min.15/32-inch plywood TRI-BUILT FB OMG#14HD with OMG 3 in.Round Metal 6-incho.c.at 4-inch lap and 6-inch o.c.in three(3),equally spaced, (Optional)BP- SBS-AA or W 83 at max 24-inch spans Base Sheet 3 SQ Plates or Trufast#12DP or#14HD with staggered center rows AA or APP-TA APP-TA -97.5 Trufast 3"Metal Insulation Plates Min.15/32-inch plywood TRI-BUILT FB Trufast#14HD with Trufast 3"Metal 8-inch o.c.at 4-inch lap and 8-inch o.c.at three(3)equally spaced, (Optional)BP- W 84 at max 24-inch spans Base Sheet 3 SQ Insulation Plates staggered center rows AA SBS-AA 97.5 Min.19/32-inch plywood TRI-BUILT FB 7-inch o.c.at 3-inch lap and 7-inch o.c.in three(3),equally spaced, BP-AA or APP- SBS-AA or W 85 at max 24-inch spans Base Sheet 3 SQ Note 2 staggered center rows TA APP-TA -105.0 OMG#14HD with OMG 3 in.Round Metal Min.15/32-inch plywood TRI-BUILT FB 6-inch o.c.at 4-inch lap and 6-inch o.c.in four(4),equally spaced, (Optional)BP- SBS-AA or W 86 at max 24-inch spans Base Sheet 3 SQ Plates or Trufast#12DP or#14HD with staggered center rows AA or APP-TA APP-TA -127.5 Trufast 3"Metal Insulation Plates TABLE!G:WOOD 1ECKS—NEW CONSTRUCTION.•REROOF • SYSTEM TYPE F: • 1 BONDED ROOF COVER System Deck Primer Roof Cover(Note 15) MDP(psf) No. (Note 1) Base Ply Ply Cap Ply W 87 APA rated,min.7/16 CAT,0.418 in.,Exposure 1, Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer CertainTeed (Optional)SBS-SA SBS-SA -90.0 OSB sheathing;24-inch span Flintlastic SA Mid Ply W-88 Min.15/32-inch plywood at max 24-inch spans Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer SBS-SA-H (Optional)APP-TA APP-TA -112.5 W-89 Min.15/32-inch plywood at max 24-inch spans Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer SBS-SA (Optional)SBS-SA SBS-SA -127.5 NEMO ETC,LLC Evaluation Report 1m-CTR-I9-FBCER.08.19-R2 for FL30268-R2 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION Revision 2:07/20/2020, ©2019,NEMO ETC,LLC TRI-BUILT Modified Bitumen Roof Systems;(610)893-5400 Appendix 1,Page 13 of 48 f n;