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HomeMy WebLinkAboutNOA FL 14207-R26 Versico W 3 iYl a`2 — Professional . , � d r� BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications Contact Us BCIS Site Map Links Search bpr Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF THE FL# FL14207-R26 SECRETARY Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Versico Roofing Systems Address/Phone/Email P.O. Box 1289 Carlisle, PA 17013 (800)992-7663 W_3 malpezzi@syntec.carlisle.com Page 5 of 96 Authorized Signature Joe Malpezzi malpezzi@syntec.carlisle.com Technical Representative Robert Patton Address/Phone/Email 1555 Ritner Highway Carlisle, PA 17013 (717) 245-7264 Robert.PATFON@syntec.carlisle.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Single Ply Roof Systems 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 J. M. Nieminen 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 Validation Checklist- Hardcopy Received Certificate of Independence FL14207 R26 COI 2021 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D6878 2013 ASTM G155 2013 FM 4470 2016 FM 4474 2011 UL1897 2015 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/16/2021 Date Validated 02/16/2021 Date Pending FBC Approval 02/22/2021 Date Approved 04/13/2021 Summary of Products Model,Number or Name Description 14207.1 VersiWeld TPO Single Ply Roof Thermoplastic Olefin Roofing Membranes for use in FBC non- Systems, non-HVHZ HVHZ jurisdictions lml s o Use Installation Instructions Approved for use in HVHZ: No FL14207 R26 II 2021 02 16 FINAL Al ER FL14207- Approved for use outside HVHZ:Yes R26.pdf Impact Resistant: N/A Verified By: Robert 3. M. Nieminen PE-59166 Design Pressure: +N/A/-722.5 Created by Independent Third Party: Yes Other: 1.)The design pressure in this application relates to Evaluation Reports one particular assembly over light weight concrete. Refer to the FL14207 R26 AE 2021 02 16 FINAL ER FL14207-R26.pdf ER Appendix for other systems and deck types. 2.) Refer to ER, Created by Independent Third Party: Yes Section 5 for other Limits of Use. 3.)This Product Approval is for Non-HVHZ jurisdictions. Refer to FL16443 for HVHZ. Back Next 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 atatement::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: ® ® Kid 0 Credit Card Safe NEMO I etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford,CT 06478 04 (203)262-9245 ENGINEER EVALUATE TEST CONSULT REPORTEVALUATION Versico Roofing Systems Evaluation Report C35230.11.10-R26 P.O. Box 1289 FL14207-R26 Carlisle, PA 17013 Date of Issuance: 11/02/2010 (717)245-7264 Revision 26:02/16/2021 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 7' Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: VersiWeld TPO Single Ply 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 "NEMOIetc. 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 96-page Appendix. Prepared by: Y9p�ry1`[I•r+r•ry . 4�1J Robert J.M. Nieminen P.E. The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA ANE1983 Nieminen,P.E.on 02/16/2021. This does not serve as an 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. 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 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 NEIVO ETC,LLC ONEMOletc. ROOFING SYSTEMS EVALUATION: Product Category: Roofing Sub-Category: Single Ply Roof Systems Compliance Statement: VersiWeld TPO Single Ply Roof Systems, as produced by Versico Roofing Systems, have demonstrated compliance with the following sections of the 7t' 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. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind resistance FM 4474 2011 1504.3.1 Wind resistance UL 1897 2015 1504.6 Physical properties ASTM G155 2013 1504.7 Impact resistance FM 4470 2016 1507.13.2 Material standard ASTM D6878 2013 3. REFERENCES: Entity Examination Reference Date NEMO Evaluation Report C33680.09.10-R26 02/16/2021 UL, LLC.(QUA9625) Traceability ML R9853 02/27/2008 UL, LLC.(QUA9625) Quality Assurance Service Confirmation 12/14/2018 UL, LLC.(QUA9625) Quality Assurance Florida BCIS Current PRODUCT4. DESCRIPTION: This Evaluation Report covers VersiWeld Single-Ply Roof Membrane Systems installed in accordance with Versico Roofing Systems published installation instructions and the Limitations/Conditions of Use herein. TABLE 1:EVALUATED MEMBRANES Material Standard Type Product Plant(s) Reference Type Grade VersiWeld Q 45 60-mil I ASTM D6878 N/A N/A MS, PA,UT VersiWeld Plus 72, ASTM D6878 N/A N/A MS, PA,UT VersiWeld HS 60,80-mil ASTM D6878 N/A N/A MS VersiFleece FR TPO 60-mil ASTM D6878 N/A N/A UT VersiFleece TPO 100,TPO 115 or 45,60,80-mil ASTM D6878 N/A N/A MS :000ver or TPO 135 y VersiFleece TPO 115 45,60,80-mil ASTM D6878 N/A N/A UT VersiFleece AC TPO 120,AC TPO 45,60,80-mil ASTM D6878 N/A N/A MS 135 or AC TPO 155 VersiWeld QATPO 60-mil ASTM D6878 N/A N/A UT VersiFleece RLT"with Rapid Lock 60-mil ASTM D6878 N/A N/A MS Technology NEMO ETC,LLC Evaluation Report C35230.11.10-R26 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL14207-R26 VersiWeld TPO Single Ply Roof Systems Revision 26:02/1 Pagm ONEMOletc. 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. Refer to 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 61G20-3. 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 C35230.11.10-R26 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL14207-R26 VersiWeld TPO Single Ply Roof Systems Revision 26:02/16/2021 Page 3 of 4 NNEMO I etc. VersiWeld TPO Single Ply Roof Systems shall be installed in accordance with Versico Roofing Systems published installation instructions,subject to the Limitations/Conditions of Use noted herein. As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 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. UL, LLC—QUA9625; (414) 248-6409; karen.buchmann@ul.com -THE 96-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- NEMO ETC,LLC Evaluation Report C35230.11.10-R26 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL14207-R26 VersiWeld TPO Single Ply Roof Systems Revision 26:02/16/2021 Page 4 of 4 ONEMO I etc. APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE DECK APPLICATION DESCRIPTION PAG UI'A Wood New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5 Wood New,Reroof(Tear-Off),Recover 10memPOOF Mechanically Attached Insulation,Bonded Roof Cover 1C Wood New,Reroof(Tear-Off),Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 7-8 1D Wood New,Reroof(Tear-Off),Recover D-1 Insulated,Mechanically Attached Roof Cover 9 1E Wood New,Reroof(Tear-Off),Recover D-2 Non-Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 9 1F Wood New,Reroof(Tear-Off),Recover E-1 Non-Insulated,Mechanically Attached Roof Cover 10 1G Wood New,Reroof(Tear-Off),Recover E-2 Non-Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 10 1H Wood New,Reroof(Tear-Off),Recover G Optional Insulation,Loose-Laid Roof Cover,Pressure Equalizing Vent 10 2A Steel New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 11-12 2B Steel or structural concrete New,Reroof(Tear-Off),Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12-21 2C Steel or structural concrete New,Reroof(Tear-Off),Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Base Ply,Bonded Roof Cover 21-22 21) Steel New,Reroof(Tear-Off),Recover B-2 Mech.Attached Thermal Barrier,Bonded Vapor Barrier,Bonded Insulation,Bonded Roof Cover 23-24 2E Steel or structural concrete New,Reroof(Tear-Off),Recover C-1 Mechanically Attached Insulation,Bonded Roof Cover 25-36 2F Steel or structural concrete New,Reroof(Tear-Off),Recover C-1 Mechanically Attached Insulation,Bonded Base Ply,Bonded Roof Cover 36 2G Steel New,Reroof(Tear-Off),Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 37-40 2H Steel or structural concrete New,Reroof(Tear-Off),Recover D-1 Insulated,Mechanically Attached Roof Cover(Stress Plates) 40-46 21 Steel or structural concrete New,Reroof(Tear-Off),Recover D-1 Insulated,Mechanically Attached Roof Cover(RUSS Strips) 46 3A Structural concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 47-66 3B Structural concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Base Ply,Bonded Roof Cover 66-67 3C Structural concrete New,Reroof(Tear-Off),Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 68-69 31) Structural concrete New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 70 3E Structural concrete New,Reroof(Tear-Off),Recover G Optional Insulation,Loose-Laid Roof Cover,Pressure Equalizing Vent 70 4A Lightweight concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 71-73 4B Lightweight concrete New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 73 4C Lightweight concrete/steel New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 74-76 4D Lightweight concrete/concrete New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 77-78 5A Cementitious wood fiber New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 79-80 5B Cementitious wood fiber New,Reroof(Tear-Off),Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 80 6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 81-82 6B Existing gypsum Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 82 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 83-87 7B Various Recover A-1 Bonded Insulation,Bonded Base Ply,Bonded Roof Cover 88-89 7C Steel Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 90-91 7D Steel Recover D-1 Insulated,Mechanically Attached Roof Cover 91 7E Steel Recover D-1 Insulated,Mechanically Attached Roof Cover(RUSS Strips) 92 7F Various Recover E-1 Non-Insulated,Mechanically Attached Roof Cover 93 7G Various Recover F-1 Non-Insulated,Bonded Roof Cover 94 7H Various Recover F-2 New LWC over Existing Roof,Bonded Roof Cover 94-95 8A/8B Guidance/Limitations for use of Hilti fasteners in Type B steel deck securement beneath Versico roof systems 96 NEMO ETC,LLC Evaluation Report C35230.11.10-R26 for FL14207-1126 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 26:02/16/2021 ©2019,NEMO ETC,LLC VersiWeld TPO Single Ply Roof Systems;(717)245-7264 Appendix 1,Page 1 of 96 0 NEMO I etc. 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. ➢ As-tested roof cover performance in accordance with FM 4474 and TAS 114,Appendix J indicates min.22 ga.,Type B,Grade 40 steel deck at max.6 ft spans attached with 5/8-inch diameter puddle welds spaced 6"o.c.,with deck side laps secured max.24"o.c.w/'/<"-14x1"long self-tapping hex-head screws,may be used for roof assemblies over steel deck up to a maximum design pressure of-60.0 psf. This does not preclude Note 1 above. ➢ Tables 8A and 8B provide guidance/limitations associated with use of fasteners from Hilti,Inc.to secure steel decking to structural members 2 Unless otherwise noted,fasteners and stress plates shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: HPV Fastener with HPV Insulation Fastening Plate(aka,Versico's Insulation Fastening Plate).Minimum 1-inch wood penetration. ➢ Steel Deck: HPV Fastener with HPV Insulation Fastening Plate(aka,Versico's Insulation Fastening Plate).Minimum%-inch steel penetration,engage the top flute of the steel deck. ➢ Structural Concrete: MP 14-10 Concrete Fastener,CD-10 Concrete Fastener or MP Concrete Spike with HPV Insulation Fastening Plate(aka,Versico's Insulation Fastening Plate).Minimum 1-inch embedment; Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. 3 Unless otherwise noted,insulation may be any one layer or combination of FBC Approved(Local or Statewide)board(s)that meet FBC 1505 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. 4 Minimum 200 psi,minimum 2-inch thick FBC Approved lightweight insulating concrete may be substituted for rigid insulation board for System Types B-1,C-1,C-2,D-1 or D-2,whereby fasteners are installed through the lightweight insulating concrete to engage the structural deck. The structural deck shall be of equal or greater type,thickness and strength to the steel and structural concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. This is a wind uplift resistance allowance and does not purport to address non- wind-uplift-related issues,such as deck venting or moisture levels within the LWIC and the potential effect on overlying components. 5 Preliminary insulation attachment for System Type D:Unless otherwise noted,refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29(February 2020). ➢ Versico Insultite Fastener may be used in place of HPV Fastener for preliminary attachment purposes over wood and steel deck. 6 Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ Hot asphalt: Full-coverage at 25 Ibs/square. ➢ DASH Adhesive(FULL): Full-coverage at 1 gal./square. ➢ DASH Adhesive(RIBBON): Continuous ribbons,12-inch o.c. ➢ DASH Dual-Tank(DASH DT)(FULL): Continuous ribbons,4-inch o.c. ➢ DASH Dual-Tank(DASH DT)(RIBBON): Continuous ribbons,12-inch o.c.Note:When installing multiple layers of insulation,DASH Dual-Tank beads shall be placed perpendicular to those placed for attachment of the previous layer ➢ Flexible DASH(FULL): Continuous ribbons,4-inch o.c.or spray-applied at 1 gal./square. ➢ Flexible DASH(SPLATTER): Splatter-applied at 0.5 gal/square(wet)=4.7 lb/square(dry) ➢ Flexible DASH(RIBBON): Continuous ribbons,12-inch o.c. ➢ Flexible DASH Dual-Tank(Flexible DASH DT)(FULL): Continuous ribbons,4-inch o.c.or spray-applied at 1 gal./square. Flexible DASH Dual-Tank DASH DT)(RIBBON): Continuous ribbons,12-inch o.c. ➢ OlyBond 500(OB500): Continuous ribbons,12-inch o.c.using PaceCart,SpotShot or Canisters.Note:OlyBond 500 Green may be used where OlyBond 500 is referenced. Note: FULL applications y used where RIBBON applications are referenced. ➢ Note:When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board joints shall be staggered. ➢ Note:The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. NEMO ETC,LLC Evaluation Report C35230.11.10-R26 for FL14207-R26 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 26:02/16/2021 ©2019,NEMO ETC,LLC VersiWeld TPO Single Ply Roof Systems;(717)245-7264 Appendix 1,Page 2 of 96 ONEMO I etc. 7 Unless otherwise noted,all insulations are flat-stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table. CJDASH Adhesive or Flexible DASH:MDP= -157.5 psf (Min.0.5-inch thick) O OlyBond 500(OB500): MDP=-187.5 psf (Min.0.5-inch thick) 8 For adhered roof insulation and board-size: Unless otherwise noted,refer to Section 2.2.10.6.2 of FM Loss Prevention Data Sheet 1-29(February 2020). 9 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. 10 For assemblies with all components fully bonded,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. 11 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. 12 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 shall be conducted on mock-ups of the proposed new roof assembly. 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. Field uplift testing shall be in accordance with ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13 Refer to FBC 1511 for requirements and limitations regarding recover installations. For Structural Concrete Deck or Recover Applications using System Type C-1,C-2,D-1 or D-2,the insulation is optional. Alternatively,an FBC Approved insulation board or coverboard may be used as a separation layer. Board products shall be preliminarily attached prior to roof cover installation(Note 5 herein). The separator component shall be documented as meeting FBC 1505 and,for foam plastic,FBC Chapter 26,when installed with the roof cover in Recover applications. 14 Lightweight insulating concrete(LWIC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWIC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent"LWIC references,listings were established through testing over lightweight concrete cast using only foaming agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). Use of these listings in new construction or re-roof(tear-off)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15 For bonded membrane applications,unless otherwise noted,refer to the following. MEMBRANE/ADHESIVE COMBINATIONS MEMBRANE ADHESIVE APPLICATION RATE VersiWeld or VersiWeld HS VersiWeld Bonding Adhesive Contact(both sides) 60 ft2/gal VersiWeld or VersiWeld HS Aqua Base 120 Bonding Adhesive(Aqua Base 120) Contact(both sides) 120 ft2/gal VersiWeld or VersiWeld HS Low VOC Bonding Adhesive(LVOC BA) Contact(both sides) 60 ftZ/gal VersiWeld or VersiWeld HS G200SA Yellow Substrate Adhesive Contact(both sides) 60 ft2/gal VersiWeld Cav-Grip 3V Adhesive/Primer(Cav-Grip 3V A/P) Contact(both sides) 110 ft2/gal VersiFleece TPO Aqua Base 120 Bonding Adhesive Wet lay(substrate) 120 ft2/gal VersiFleece TPO HydroBond Water-Based Adhesive(HydroBond WB) Wet lay(substrate) 100 to 133 ft2/gal VersiFleece TPO DASH,DASH Dual-Tank(DASH DT) Wet lay(substrate) RIBBON spaced as noted herein or FULL Coverage=1 gal/square or continuous ribbons,maximum 4-inch o.c. RIBBON spaced as noted herein or VersiFleece TPO Flexible DASH Wet lay(substrate) FULL Coverage=1 gal/square or continuous ribbons,maximum 4-inch o.c.or splatter-applied at 0.5 gal/square(wet)=4.7 lb/square(dry) NEMO ETC,LLC Evaluation Report C35230.11.10-R26 for FL14207-1126 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 26:02/16/2021 ©2019,NEMO ETC,LLC VersiWeld TPO Single Ply Roof Systems;(717)245-7264 Appendix 1,Page 3 of 96 0 NEMO I etc. MEMBRANE/ADHESIVE COMBINATIONS MEMBRANE ADHESIVE APPLICATION RATE RIBBON spaced as noted herein or VersiFleece TPO Flexible DASH Dual-Tank(Flexible DASH DT) Wet lay(substrate) FULL Coverage=1 gal/square,continuous ribbons,maximum 4-inch o.c.or splatter-applied at 0.4 gal/square(wet)=3.7 lb/square(dry) VersiFleece AC TPO Versico Cold Applied Adhesive(V-CAA) Wet lay(substrate) 1.5 gal/square VersiFleece AC TPO Hot asphalt Wet lay(substrate) 25 Ibs/square VersiFleece RL TPO VELCRO®Brand Securable Solutions Only for use over VersiCore RL or SecurShield HD RL substrates. Roof cover is broomed into place and rolled with 150 lb roller to establish contact. 15A For single-ply membranes in System Type D-1 steel deck applications,the roof membrane shall be run with its length perpendicular to the steel deck flutes. 15B For System Type C-2(induction weld),care shall be taken to ensure that the plates do not line-up with membrane seams. This condition may preclude proper induction welding of the membrane to the plates. 16 Vapor barrier options for use over structural concrete deck followed by bonded insulation carry the following MDP limitations. The lesser of the MDP listings below vs.those in Table 3A applies. VAPOR BARRIER OPTIONS;STRUCTURAL CONCRETE DECK;FOLLOWED BY ADHESIVE-APPLIED INSULATION PER TABLE 3A OR 36: OPTION PRIMER VAPOR BARRIER INSULATION ADHESIVE MDP # TYPE APPLICATION (PSF)* C-VB-1. 702 Primer,702 LV Primer,CAV-GRIP Primer or Cav-Grip 3V A/P Versico 725TR Self-adhering Flexible DASH(RIBBONS,12-inch o.c.) -157.5 C-VB-2. 702 Primer,702 LV Primer,CAV-GRIP Primer or Cav-Grip 3V A/P Versico 725TR Self-adhering Flexible DASH DT(RIBBONS,12-inch o.c.) -172.5 C-VB-3. 702 Primer,702 LV Primer,CAV-GRIP Primer or Cav-Grip 3V A/P Versico 725TR Self-adhering Flexible DASH or Flexible DASH DT(RIBBONS,6-inch o.c.) -270.0 C-VB-4. CAV-GRIP Primer or Cav-Grip 3V A/P Versico 725TR Self-adhering Flexible DASH(FULL COVERAGE,1 gal/square) -427.5 C-VB-5. ASTM D41 SureMB 90 Base Hot-asphalt Hot asphalt at 25 Ibs/square -172.5 C-VB-6. ASTM D41 SureMB 90TG Base or 120TG Base Torch-applied Hot asphalt at 25 Ibs/square -180.0 C-VB-7. ASTM D41 SureMB 90TG Base or 120TG Base Torch-applied Flexible DASH or Flexible DASH DT(RIBBON,12-inch o.c.) -307.5 C-VB-8. ASTM D41 SureMB 90TG Base or 120TG Base Torch-applied Flexible DASH or Flexible DASH DT(RIBBON,6-inch o.c.) -495.0 17 The following products are interchangeable within the scope of this Evaluation Report: ACCEPTABLE ALTERNATES Listed Product Alternate VersiWeld VersiWeld Plus and VersiWeld HS VersiFleece TPO Includes 100,115 and 135 VersiFleece AC TPO Includes 120,135 and 155 VersiCore MP-H VersiCore MP-H NH,H-Shield,H-Shield NH SecurShield SecurShield NH,H-Shield CG,H-Shield CG NH SecurShield HD SecurShield HD NH,H-Shield HD,H-Shield HD NH SecurShield HD Plus SecurShield HD Plus NH,H-Shield HD90,H-Shield HD90 NH SecurShield HD Composite H-Shield HD Composite DuraFaceR H-Shield NB 18 For System Types B-1,B-2,C-1,C-2,D-1 or Type D-2,VapAir Seal MD may be installed atop the roof deck prior to installation of the insulation and roof cover. Refer to FM Loss Prevention Data Sheet 1-29 (February 2020)for design and installation recommendations. 19 "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 C35230.11.10-R26 for FL14207-R26 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 26:02/16/2021 ©2019,NEMO ETC,LLC VersiWeld TPO Single Ply Roof Systems;(717)245-7264 Appendix 1,Page 4 of 96 0 NEMO I etc. TABLE 1A: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-1:BONDED INSULATION,BONDED Base Insulation Layer Top Insulation Layer(s) Roof Cover(Note 15) System Deck Vapor MDP No. (Note 1) Barrier Type Attach Type Attach Membrane Application (psf) (Notes 6,7,8) (Notes 6,7,8) VERSIWELD OR VERSIWELD HS MEMBRANE APPLICATIONS: 7/16-inch APA rated Min.1.5-inch Flexible DASH or Flexible DASH or Cav-G rip 3V A/P, W-1. None VersiCore MP-H, Flexible DASH DT (Optional)Additional layer(s)base insulation Flexible DASH DT VersiWeld LVOC BA or -45.0* OSB;2 ft spans SecurShield (RIBBON) (RIBBON) VersiWeld BA (Optional)Min.1.5- Flexible DASH or Insulation:(Optional)Additional layer(s)base insulation Flexible DASH or Cav-G rip 3V A/P, 7/16-inch APA rated Coverboard:Min.0.25-inch DensDeck Prime or W 2� OSB;2 ft spans None inch VersiCore MP-H, Flexible DASH DT SECUROCK Gypsum-Fiber Roof Board or min.0.5-inch Flexible DASH DT VersiWeld LVOC BA or -45.0* SecurShield (RIBBON) (RIBBON) VersiWeld BA SecurShield HD,SecurShield HD Plus or DuraStorm VSH Min.15/32-inch APR Min.1.5-inch Flexible DASH or Flexible DASH or Cav-Grip 3V A/P, W-3. rated CDX plywood; None VersiCore MP-H, Flexible DASH DT (Optional)Additional layer(s)base insulation Flexible DASH DT VersiWeld LVOC BA or -67.5 _11112 ft spans SecurShield (RIBBON) (RIBBON) VersiWeld BA Insulation:(Optional)Additional layer(s)base insulation Min.15/32-inch APR (Optional)Min.1.5- Flexible DASH or Flexible DASH or Cav-Grip 3V A/P, W-4. rated CDX plywood; None inch VersiCore MP-H, Flexible DASH DT Coverboard:Min.0.25-inch DensDeck Prime or Flexible DASH DT VersiWeld LVOC BA or -67.5 2 ft spans SecurShield (RIBBON) SECUROCK Gypsum-Fiber Roof Board or min.0.5-inch (RIBBON) VersiWeld BA SecurShield HD,SecurShield HD Plus or DuraStorm VSH VERSIFLEECE TPO MEMBRANE APPLICATIONS(FULL BOND): Min.1.5-inch Flexible DASH or Flexible DASH or Flexible DASH or W 5 7/16-inch APA rated None VersiCore MP-H, Flexible DASH DT (Optional)Additional layer(s)base insulation Flexible DASH DT VersiFleece Flexible DASH DT -45.0* OSB;2 ft spans TPO (FULL)or SecurShield (RIBBON) (RIBBON) HydroBond W-B (Optional)Min.1.5- Flexible DASH or Insulation:(Optional)Additional layer(s)base insulation Flexible DASH or Flexible DASH or 7/16-inch APA rated Coverboard:Min.0.25-inch DensDeck Prime or VersiFleece Flexible DASH DT W 6. OSB;2 ft spans None inch VersiCore MP-H, Flexible DASH DT SecurShield (RIBBON) SECUROCK Gypsum-Fiber Roof Board or min.0.5-inch (RIBBON)Flexible DASH DT TPO (FULL)or 45.0* SecurShield HD,SecurShield HD Plus or DuraStorm VSH HydroBond W-B Min.15/32-inch APR Min.1.5-inch Flexible DASH or Flexible DASH or Flexible DASH or W-7. rated CDX plywood; None VersiCore MP-H, Flexible DASH DT (Optional)Additional layer(s)base insulation Flexible DASH DT VersiFleece Flexible DASH DT -67.5 2 ft spans SecurShield (RIBBON) (RIBBON) TPO (FULL)or HydroBond W-B Min.15/32-inch APR (Optional)Min.1.5- Flexible DASH or Insulation:(Optional)Additional layer(s)base insulation Flexible DASH or Flexible DASH or Coverboard:Min.0.25-inch DensDeck Prime or VersiFleece Flexible DASH DT W-8. rated CDX plywood; None inch VersiCore MP H, Flexible DASH DT SECUROCK Gypsum-Fiber Roof Board or min.0.5-inch Flexible DASH DT TPO (FULL)or 67.5 2 ft spans SecurShield (RIBBON) (RIBBON) SecurShield HD,SecurShield HD Plus or DuraStorm VSH HydroBond W-B NEMO ETC,LLC Evaluation Report C35230.11.10-R26 for FL14207-R26 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 26:02/ ©2019,NEMO ETC,LLC VersiWeld TPO Single Ply Roof Systems;(717)245-7264 Appendix 1,Pag 5 of 96