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NEMO etc. Certificate of Authorization##32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT DdliEPCIRT Polyglass USA,Inc. Evaluation Report 3m-PLYG-20-FBCER.A 1111 West Newport Center Drive FL5259-R32(HVHZ) Deerfield Beach,FL 33442 Date of Issuance: 12/21/2020 (954)233-1330 i SCOPE: This Evaluation Report is issued under Rule 61620-3 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 and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 7" Edition (2020) Florida Building Code sections noted herein. DESCRIPTION:.Polyglass Roof,Underlaymen%for;use in FBC HVHZ jurisdictions LABELING: Labeling shall be in accordance with the require" ents the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until suleh 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 agree ent 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 Repolrt is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation R� port shall be provided to the user by the manufacturer or its distributors and shall'be available for inspection at the job silat the request of the Building Official. I This Evaluation Report consists of pages 1 through 11. Prepared by: ...4�.... a.,,� �- Robert J.M.Nieminen,P.E. •%yti`F•L' c Cu% r The facsimile seal appearing was authorized by Robert Nieminen,P.E. Ssio a i�%L;. Florida:Registration No:59166,Florida DCA ANE1983 on 12/21/2020.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 comp ny 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. S. 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 i i I O NEMO 0 etc. ROOFING COMPONENT EVALUATION:. Product Category- Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments, as producec by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 7"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. •. Section Prol3erky Standard Year TAS 115,TAS 110 Material standard ASTM D226 2009 TAS 110 Material standard ASTM D1970 2015 TAS 110 Material standard TAS 103 2020 TAS 110 Material standard ASTM D6163 2015 TAS 110 Material standard ASTM D6164 2011 TAS 110 Material standard ASTM D6222 2011 TAS 110 Accelerated.Weathering ASTM D4798' 2011 En itv Examination Reference Date i Entity Examination' Reference : . Date ERD(TST 6649) TAS 114(1) 11757.08.01-1 B/13/2001 MEMO(TST 6049) ASTM D1970 4-PLYG-18-004.03.18 3/29/2018 ERD(TST 6049) TAS 114(C) P1740.01.07 1/4/2007 NEMO(TST 6049) ASTM D1623,TAS 103 4S-ICP-18-001.07.18-RS 7/23/2018 ERD(TST 6049) ASTM D1623,TAS 103 P1103011.09-1 11/30/2009 MEMO(TST 6049) ASTM D6163 4S4LYG-18-002.01.19-A 1/24/2019 ERD(TST 6049) SAS 117(8)/TAS 114(C) P11030.11.09-2 11/30/2009 NEMO(TST 6049) ASTM D6222 4S-PLYG-18-002.05.19-C 5/20/2019 ERD(TST.6049) ASTM D4917:/TAS 103 011030.11.09-3 11/30/2009 .NEMO(TST 6049) 'TAS 103 45-PLYG-18-004.10.19-G 10/8/2019 ERD-(TST 6049) ASTM D1970,D4798 P37306.10.11 10/19/2011 NEMO(TST 6049) TAS 103 4S-PLYG-18-004.10.19-1 10/8/2019 ERD(TST 6049) TAS 103 P40390.08.12-1 8/6/2012 NEMO(TST 6049) TAS 103 4S-PLYG-18-004.10.19-L 10/9/2619 ERD(TST:6049)' ASTM D1623,TAS 103 P40390.08.12-2 8/7/2012 NEW(TST 6049) TAS 103 4S-PLYG-18-004.12.19-F 12/18/2019 ERD(TST 6049) 'ASTM D1623,TAS 103 C41420.09.12-3 9/11/2012 NEMO(TST 6049) TAS 103 .4j-PLYG-19-SSUDL-02.A 1/2/2020 ERD(TST 6049) ASTM D6509 P37590.03.13-1-111 2/5/2013 NEMO(TST 6049) ASTM D1970,D4798 45-PUG-18-004.01.20M 1/14/2020 ERD(TST 6049) TAS 114(1) P39680.03.13 3/4/2013I NEMO(TST 6049) ASTM Df970,D4798 45-PLYG-18-004.01.20.K 1/14/2020 ERD(TST 6049) ASTM D6164 P37590.03.13-3A 3/6/2013 NEMO(TST 6049) TAS 103(tile slippage) 45-PLYG-18-004.01.20.A 1/16/2020 ERD(TST 6049) ASTM D6164 P31590.07.13-1 7/2/2013 NEMO(TST 6049) ASTM Df164 4S-PLYG-18-004.01.20.B 1/16/2020 ERD(TST 6049) ASTM D4601 P45940:09.13 9/4/2013 NEW(TST 6049) TAS 163 PLYG-SC15855.05.20.A 5/29/2020 ERD(TST 6049) ASTM D1623,TAS 103 P45270.05.14 5/12/2014 MEMO(TST 6049) TAS 103 4j-PLYG-20-5SUDL-01 7/6/2020 ERD(TST 6049) ASTM D1623,TAS 103 6020.69.14-6 9/8/2014 NEMo(TST 6049) ASTM D6222 4q-PLYG-I9-SSMBB-05.A 7/23/2020 ERD(TST 6049) TAS 103 P44360.10.14-R1 10/7/2014 NEMO(TST 6049) ASTM D4798,D1623 4j-PLYG-I9-SSUDL-0S,A 9/10/2020 ERD(TST 6049) ASTNJ D1970,D4798 P43290.10.14 10/17/2014i NEMO(T5T 60491 ASTM D1970 4J-PLYG-Z0-5SUDL-05.A 9/30/2620 ERD(TST 6049) TAS 114(1) P39680.03.13 3/4/2013 NENIO(TST 6049) TAS 103 4J-PLYG-20-SSUDL-05.0 9/30/2020 ERD(TST 6049) ASTM D1970,D4798 PLYG=SC10130.06.16-1 6/27/2016 NEMO(TST 6049) TAS 103 4j-PLYG-20-SSUDL-11.A 10/21/2020 ERD(TST 6049) ASTM D1623.TAS 103 PLYG-SC30130.06.16-2 6/27/2016I NEMO(TST 6049) ASTM D1970,D4798 4S-PLYG-18-004.12.19.D 10/27/2020 ERD(TST 6049) TA5 103 PLYG-SC10130.06.16-3 6/27/2016 1 NEMO(TST 6049) ASTM D1623,TAS 103 4p-ICP-20-SSLAP-01;A 12/15/2020 ERD(TST 6049) TAS 103(tile'slippage) PLYG-SC13040.12.16 12/27/20161 UL(QUA9625) Quality Control Service Confirmation(FL) 09/13/2018 i ERD(TST 6049) TAS 103(tile slippage) PLYGSC32115.08.17 8/8/2017I UL(QUA9625) Quality Control Service Confirmation(TX) 11/07/2019 ERD(TST 6049) TAS 103 PLYG-5C13035.08.17 10/31/2017I UL(QUA9625) Quality Contra] Florida BCIS Current I I I i I I I NEMO ETC,U.C. Evaluation Report 3m-PLYG-20•FBCMA Certificate of Authorization H32455 7'"EDITION(2020)FBC HVHZ EVALUATION F1.5259-1132(HVHZ) Polyglass Rook nderlayments' Revision 28:12/21/2020 Page 2 of 11 i I O. NEMOJeft. PRODUCT4. Product Material Standard .:Plant( Description 4.1 Elastobase ASTM D6163 FL J I Fiberglass-reinforced,SBS modified bitumen base sheet 4.2 Elastobase P ASTM D6164 FL I Polyester-reinforced,SBS modified bitumen base sheet 4.3 Elastoflex S6 G ASTM D6164 FL,Pq Polyester-reinforced,SBS modified bitumen cap sheet TAS 103(partial) 4.4 Elastoflex S6 G FR ASTM D6164 FL J Polyester-reinforced,SBS modified bitumen cap sheet TAS 103(partial) 4.5 Polyflex G ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet TAS 103(partial) 4.6 Polyflex G FR ASTM D6222 FL Polyester-reinforced;APP modified bitumen cap sheet TAS 103(partial) 4.7 Polyflex SAP ASTM D6222 FL,T)� Polyester-reinforced,'APP modified bitumen cap sheet TAS 103(partial) 4:8 Polyflex SA P FR ASTM D6222 FL,T i Polyester-reinforced,APP modified bitumen cap sheet TAS 103(partial) 4.9 Polystick IR-Xe ASTM D1970 FL,-PA,!'X Nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with an aggregate surface 4.10 Polystick MTS Plus ASTM D1970 FL,NV,� A, Nominal 60-mil thick rubberized asphalt waterproofing TAS 103 TX membrane,glass fiber reinforced,surfaced with poly-film surface 4.11 Polystick TU Max ASTM D1970 FL, PA,ITX Nominal 60-mil thick rubberized asphalt waterproofing TAS 103 membrane with a 190 g/m2 polyester fabric surface 4.12 Polystick TU P TAS 103 FL, PA,!�X Nominal 130-mil thick rubberized asphalt waterproofing membrane,glass-fiber/polyester reinforced,with a granular surface 4.13 Polystick TU Plus ASTM D1970 FL,PA,!' Nominal.80-mil thick rubberized asphalt waterproofing TAS 103 membrane;glass fiber reinforced,with a polyester fabric surface 4.14 Polystick XFR ASTM D1970 NV,TX Nominal 80-mil thick rubberized asphalt waterproofing TAS 103 membrane,glass fiber reinforced,surfaced with a textured i film surface 5. ' LIMITATIONS: 5.1 This is a Building Code Evaluation. Neither NEMO ETC, LLCM 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 Non=High Velocity Hurricane Zone jurisdictions(i.e.,outside of 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 laving Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1516 for requirements and limitations regarding roof:assembly fire classification. Refer to FBC'2603 for requirements and limitations concerning the use of foam plastic insulation. NEMO ETC,I.I.C. Evaluation Report 3m-PLYG-20-F8CER.A Certificate of Autharhation#32455 7T"EDITION(2020)FBC HVHZ EVALUATION FL5259-R32(HVHZ) Polyglass Roof Underiayinents Revision 28:22/21/2020 Page 3 of 11 i fONEMOjetc. 5.5 Polyglass Roof Underlayments may be used with.any prepared roof cover where the product is specifically referenced within FBC approval documents, if not listed,a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.6 Allowable Roof Covers; TABLE 1:ROOF COVER OPTIONS. , TAS 130(S11), FBCSedion: TAS 110(S10) I RAS 133 TA5110(S11) RAS 130 RAS 115 RAS 118,11� 130 Underlayment Asphalt Clay and Concrete Tile Metal Slate or Slate- Wood Shingles Mechanical Attach Adhesive-Set Type Shingles Yes Yes Yes Yes Yes Yes Elastobase (Alternate to (as Base Sheet, (as Base Sheet, (Alternate to (Alternate to (Alternate to D226,Type IQ See 5.8) j See 5.8) D226,Type ll) D226,Type ll) D226,Type 11) Yes Yes Yes Yes Yes Yes Elastobase P (Alternate to (as Base Sheet, (as Base Sheet, (Alternate to (Alternate to (Alternate to 13226;Type II) See 5.8) i, See s.8) D226,Type II) D226,Type 11) D226,Type II) Yes Elastoflex S6 G No Yes (See 5.6.1) No No No Elastoflex S6 G FR No Yes No No No No I Polyflex G No Yes Yes No No No (See 5.6.1) Polyflex G FR No Yes No No No No Polyflex SA P No Yes Yes No No No (See 5.6.1) Polyflex SA P FR No Yes No No No No Polystick IR-Xe Yes No No No Yes Yes Polystick MTS Plus Yes Yes j No Yes Yes Yes Yes Polystick TU Max No Yes Yes No Yes (See 5.6.1) PolystickTU P No Yes_ No No No Yes PolystickTU Plus Yes Yes (seY5.6.1) Yes Yes Yes Polystick XFR Yes Yes j No Yes Yes Yes 5.6.1 Adhesive-set tile is limited to use of the following underlayment/tile-adhesive combinations. I TABLE IAALL`OWABLE.UNDERLAYMENT/TILE-ADHESIVE_COMBINATIONS' _ . Underlayment Adhesive Florida Product Approval DAP Foam'Touch'n Seal Polystick TU Max or Polystick TU Plus NOA 20-0309.05 StormBond Roof Tile Adhesive" Dupont"Tile Bond'"Roof Tile Polystick TU Max or Polystick TU Plus Adhesive" FL22525 Elastoflex S6 G,Polyflex G,Polyflex SA P,Polystick TU Max or Po ystick TU ICP Adhesives and Sealants NOA 17-0322.03 Plus "Polyset®AH-160" Polystick TU Max or Polystick TU Plus ICP Adh"Polyset esives®RTA-1"and Sealants NOA 18 0131.02 I I 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,I.I.C. Evaluation Report 3m-PLYG-Z0-FBCER.A certificate of Authorization H32455 7T"EDITION(2020)F C HVHZ EVALUATION FL5259-1132(HVHZ) Polyglass Roof Underlayments Revision 28:22/22/2020 Page 4 of 11 I ONEMO etc. 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS . Underlayment Application Substrates(designed to meet wind loads for project) , Type Primer Material(s) Polystick IR-Xe,Polystick MTS Plus, Deck 1 ASTM D41 structural concrete Polystick TU Max,Polystick TU P, self-adhering Polystick TU Plus,Polystick XFR, Base Sheet N/A ASTM D226,Type II felt,Elastobase,Elastobase P Polyflex SA P or Polyflex SA P FR Elastoflex S6 G or Elastoflex S6 G hot asphalt Deck ASTM D41 structural concrete FR Base Sheet N/A ASTM D226,Type II felt,Elastobase,Elastobase P Polyflex G or Polyflex G FR 'torch-:applied Deck ASTM D41 structural concrete Base Sheet N/A Elastobase,Elastobase P 5.8 Attachment Limitations: Refer to Section.6 5.9 Exposure Limitations: TABLE 3:.E POSURE LIMITATIONS Underlayment Prepared Roof Cover Maximum Installation Type Exposure(days) Elastobase,Elastobase P,Polyglass G2 Base or Polyglass Base j Mechanically attached 30 Polystick IR-Xe Mechanically attached 90 Polystick MTS Plus,Polystick TU Max,Polystick TU P,Polystick T Plus or Polystick Any type(per Table 1) 180 XFR Elastoflex 56 G,Polyflex G or Polyflex SA P Adhesive-set tile roof system 180 Elastoflex S6 G,Elastoflex 56 G FR,Polyflex G,Polyflex G FR;Polyflex SAP or Mechanically attached UNLIMITED Polyflex SA P FR 5.10 Tile Slippage Limitations:When loading roof tiles on the underlayment in direct-deck the roof assemblies,the maximum roof slope shall be as follows. These slope limitations can only)be exceeded by using battens during loading of the roof tiles. TABLE 4: TILE SLIPPAGE LIIVIITATIONSTM DIRECT-DECK TILE INSTALLATIONS ' Underlayment Tile Profile Staging Method Maximum Staging Slope Elastoflex S6 G or 56 G FR Flat or Lugged 6-tile stack(4 over 2) Prohibited without battens Polyflex G or G FR Flat or Lugged 6-tile stack(4 over 2) 4:12 Polyflex SA P or SA P FR Flat or Lugged 6-tile stack(4 over 2) 4:12 Polystick MTS Plus Flat 6-tile stack(4 over 2) 5:12 Lugged 6-tile stack(4 over 2) 4:12 Flat 6-tile stack(4 over 2)or 10-tile stack 7:12 PolystickTU Max Lugged 6-tile stack(4 over 2) 7:12 Lugged 10-tile stack 6:12 Polystick TU P Flat or Lugged 6-tile stack(4 over 2) 7:12 Polystick TU Plus Flat or Lugged 6-tile stack(4 over 2) 7:12 . Flat or Lugged 10-tile stack 6:12 Polystick XFR Flat or Lugged Prohibited without battens Prohibited without battens NEMO ETC,I.I.C. Evaluation Report 3m-PLYG-20-FBCER.A CertiificaieofAuthorhation d32455 7TM EDITION(2020)F IC HVHZ EVALUATION FL5259-R32(HVHZ) Polyglass Roof Underlayments Revision 28:12/21/2020 Page 5 of 11 MEMO etc. 6.1 Polyglass Roof'Underlayments shall be installed in accordance with Polyglass published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels,and check for protrudi 91g nail heads. Sweep the substratethoroughly to remove any dust and debris prior to application,and prime the substrate(ifpplicable). 6.3 Approved Assemblies:. 6.3.1 Deck Type 1: Wood, Non-Insulated Deck Description: Min.19/32"plywood or wood plank 'System Type E`. Underlayment mechanically fasten i to deck Underlayment: One or more plies of Elastobase or Elastobase P with a minimum 4-inch side lap and 6-inch end lap, mechanically fastened to deck. j Fastening:, FBC HVHZ Approved nails and tin caps(FBC HVHZ 1517.5),6-inch o.c.at the lap-edges and 12-inch o.c. in a grid-pattern between the overlIaps. Surfacing: FBC HVHZ Approved asphalt shingl�s, metal panels, metal shingles, slate, slate-type shingles, wood shakes or wood shingles. 6.3.2 Deck Type 1: Wood,Non-Insulated Deck Description: Min.19/32"plywood or wood plank System Type E: Base sheet mechanically fastened to deck;underlayment adhered to base sheet Base Sheet: One or more plies of Elastobase, Elastobase P or FBC HVHZ Approved ASTM D226,Type II felt with a minimurn 4-inch side lap and 6-inch end lap,mechanically fastened to deck. Fastening: FBC HVHZ Approved nails and tin caIps(FBC HVHZ 1517.5),6-inch o.c.at the lap-edges and 12-inch o.c. In a grid-pattern between the overl�ps. Cap Ply: Elastoflex S6 G applied in hot asphalt or Polyflex G torch-applied or Polyflex SA P,self-adhering and back-nailed max.12-inch o.c.using FBC HVHZ Approved nails and tin caps(FBC HVHZ 1517.5). Surfacing: FBC HVHZ Approved mechanically, attached or adhesive-set tile roof system. Refer to Table 1A for allowable tile adhesives and Table 4 for tile stagging limitations. 6.3.3 Deck Type 1: Wood,Non-Insulated Deck Description: Min. 19/32" plywood or wood pla"k System Type E: Base sheet mechanically fastened!o deck;underlayment adhered to base sheet Base Sheet: One or more plies of Elastobase, E astobase P or FBC HVHZ Approved ASTM D226,Type II felt with a minimum 4-inch side lap and 6-inch end lap,mechanically fastened to deck. Fastening: FBC HVHZ Approved nails and tin c 1.ps.(FBC HVHZ 1517.5),6-inch o.c.at the lap-edges and 12-inch o.c. in a grid-pattern between the over,ap Cap Ply: Elastoflex 56 G FR applied in hot as�halt or Polyflex G FR torch-applied or Polyflex SA P FR or Polystick TU P,self-adhering and back-nailed max.12-inch o.c.'i sing FBC HVHZ Approved nails and tin caps(FBC HVHZ 1517.5). Surfacing: FBC HVHZ Approved mechanical y attached tile roof system. Refer to Table 4 for tile stagging limitations. I NEMO ETC,U.C. Evaluation Report 3m-PLYG-20-FBCER.A Certfficateof Authorization'#32455 7TM EDITION(2020)FBC HVHZ EVALUATION FL5259-R32(HVHZ) Polyglass Roof Underlayments Revision 28:12/21/2020 Page 6 of 11 i ONEMO etc. 6.3.4 Deck Type 1: Wood,Non=Insulated Deck Description: Min.19/32"plywood or wood plan System Type E: Base sheet mechanically fastened t�deck;underlayment adhered to base sheet Base Sheet: One or more plies of Elastobase, Elastobase P or FBC HVHZ Approved ASTM D226,Type II felt with a minimum 4-inch side lap and 6-incl end lap,mechanically fastened to deck: Fastening: FBC HVHZ Approved nails and tin cups(FBC HVHZ 1517.5),6-inch o.c.at the lap-edges and 12-inch o_c. in a grid-pattern between the ove Iaps. - x. 2-inch o:c.using FBC HVHZ Approved nails and tin Polystick R-X self-adhering and b ck,nailed ma 1 Cap Ply: Poly I I e g g pp caps,(FBC HVHZ 1517.5).. Surfacing: FBC HVHZ Approved asphalt shingles,slate,'slate-type shingles,wood shakes or wood shingles. 6.3.5 Deck Type 1: Wood,Non-Insulated Deck Description: Min.19/32"plywood or wood plan< System Type Ei Base sheet mechanically fastened It deck;underlayment adhered to base sheet Base Sheet: One or more plies of Elastobase, Elastobase P or FBC HVHZ Approved ASTM D226,Type II felt with a minimum 4-inch side lap and 6-inch end lap,mechanically fastened to deck. Fastening: FBC HVHZ Approved nails and tin c ps(FBC HVHZ 1511.5),6-inch o.c.at the lap-edges and 12-inch o.c. in a grid-pattern between the oVer(IaIps: Base Ply: (Optional) Polystick MTS Plus or Polystick XFR, self-adhering and back=nailed max. 12-inch o.c. using FBC HVHZ Approved nails and tine ps(FBC HVHZ 1517.5)' Cap Ply: Polystick MTS Plus or Polystick XFi ,self-adhering and back-nailed max. 12-inch o.c. using FBC HVHZ Approved nails and tin caps(FBC HVHZ 1517.5). Surfacing: FBC HVHZ Approved asphalt shingles, mechanically attached tile roof system, metal panels, metal shingles, slate, slate-type shingles, wood shakes or wood shingles.Refer to Table 4 for tile stagging limitations 6.3.6 Deck Type 1: Wood,Non-insulated' Deck Description: Min.19/32"plywood or wood plank System Type E: Base sheet mechanically fastened to deck;underlayment adhered to base sheet Base Sheet: One or more plies of Elastobase; Elastobase P or FBC HVHZ Approved ASTM D226,Type II felt with a minimum 4-inch side lap and 6-inc! end lap,mechanically fastened to deck. -Fastening: FBC HVHZ Approved nails and tin c ps(FBC HVHZ 1517.5),6-inch o.c:at the lap-edges and 12-inch o.c. in a grid-pattern between the ovelr aps. :Base Ply: (Optional)Polystick MTS Plus.or F lystick.XFR,self-adhering and back-nailed max. 12-inch o.c. using FBC HVHZ Approved nails and tin cps(FBC HVHZ 1517.5) Cap Ply: Polystick.TU Max,self-adhering a back-nailed max.12ch o.c.using FBC HVHZ Approved nails and tin caps(FBC HVHZ 1517:5). I� -in Surfacing: FBC HVHZ Approved mechanicallylattached tile roof system;metal panels,metal shingles,wood shakes or wood shingles. Refer to Table 4 for tile stagging limitations. I I MEMO ETC;LLC. Evaluation Report 3m-PLYG-20413CER.A Certificate of Authorization#32455 7-EDITION(2020)FBC HVHZ EVALUATION FL589-R32(HVHZ) Polyglass Roof.✓ clerlayments Revision 28:12/21/2020 Page 7 of 11 I i I ' NNEmo I etc. 6.3.7 Deck Type 1: Wood,Non-Insulated j Deck Description: Min.19/32"plywood or wood plank System Type E: Base sheet mechanically fastened to deck;underlayment adhered to base sheet Base Sheet: One or more plies of Elastobase, Elastobase P or FBC HVHZ Approved ASTM D226,Type II felt with a minimum 4=inch side lap and 6-inch lend lap,mechanically fastened to deck. Fastening: FBC HVHZ Approved nails and tin cap (FBC HVHZ 1511.5),6-inch o.c.at the lap-edges and 12-inch o.c. in a grid-pattern between the overla s. Base Ply: (Optional) Polystick MTS Plus or Polystick XFR, self-adhering'and back nailed max. 12-inch D.C. using FBC HVHZ Approved nails and tin carps(FBC HVHZ 1517.5) Cap Ply: Polystick TU Plus,self-adhering andjt ack-nailed max.12-inch o.c.using FBC HVHZ Approved nails and tin caps(FBC(-(VHZ 1S17.5). Surfacing: FBC HVHZ Approved asphalt shingles, mechanically attached tile roof system, metal panels, metal shingles,wood shakes or wood shingles. Refer to Table 4 for tilt stagging limitations. 6.3.8 Deck Type 1: Wood,Non-Insulated Deck Description: Min. 19/32"plywood or wood plank) System Type E: Base sheet mechanically fastened to deck;underlayment adhered to base sheet Base Sheet:. One or more plies of Elastobase, Elastobase P or FBC HVHZ Approved ASTM D226,Type II felt with a minimum 4-inch side lap and 6-inch end lap,mechanically fastened to deck. Fastening: FBC HVHZ Approved nails and tin cu s(FBC HVHZ 1517.5),6-inch o-.c.at the lap-edges and 12-inch o.c. in a grid-pattern between the overt fps. Base Ply: (Optional) Polystick MTS Plus, self-adhering and back-nailed max. 12-inch D.C. using FBC HVHZ Approved nails and tin caps(FBC HVIHZ 1517.5) Cap Ply: Polystick TU Max or Polystick TU PI,,Li�s,self-adhering and back-nailed max. 12-inch o.c.using FBC HVHZ Approved'nails and tin caps(FBC HuHZ 1517.5). Surfacing: FBC HVHZ Approved adhesive-set tle roof system. Refer to Table 1A for allowable tile adhesives and Table 4 for tile stagging limitations 6.3.9 Deck Type 1: Wood, Non-Insulated Deck Description: Min.19/32" plywood or wood plank System Type E: Base sheet mechanically fastened to deck;underlayment adhered to base sheet Base Sheet: One or more plies of Elastobase or Elastobase P with a minimum 2-inch side lap and 6-inch end lap, mechanically fastened to deck. Fastening: Simplex MAXX Cap Fastener(NOAI 8-1227.05),9-inch D.C.at the lap-edges and 18-inch o.c. in two(2) equally spaced,staggered center rc ws. Cap Ply: Elastoflex S6 G applied in hot asphalt or Polyflex G torch-applied and back-nailed max.12-inch D.C. using FBC HVHZ Approved nails and tin caps(FBC HVHZ 1S17.S). Surfacing: FBC HVHZ Approved mechanically attached or adhesive-set tile roof system. Refer to Table 1A for allowable tile adhesives and Table! for tile stagging limitations. I i I NEMO ETC,LLC. Evaluation Report 3m-PLYG-20-FBCER.A Certificate of Authorization N3245S 7-EDITION(2020)FBC HVHZ EVALUATION FL5259-R32(HVHZ) PolYglass Roof Under*rnents Revision 29:12/21/2020 Page 8 of 11 i I ONEMO etc. 6.3.10 Deck Type 1: Wood,Non-Insulated - Deck Description: Min.-19/32"plywood or Wood'pla k System.Type E: Base,sheet mechanicallyd fastene ,jo deck;underlayment adhered to base sheet Base Sheet: One or more plies of Elastobase o Elastobase P with a minimum 3-inch side lap and 6-inch end lap, mechanically fastened to.deck. ' d Fastening: Simplex MAXX Cap Fastener(NOA 8-1227.05),8-inch o.c.at the lap-edges an 8-inch o.c.in three.(3) equally spaced;staggered center r ws. I Primer: PG100'orASTM D41 primer applie I to stress plates Cap Ply: Polyflex SA P,self-adhering and b ck-nailed max.12-inch o.c. using FBC HVHZ Approved nails and tin caps(FBC HVHZ 1517.5). Surfacing. FBC HVHZ Approved mechanical( attached or adhesive-set tile roof system. Refer to Table 1A for allowable tile adhesives and Table 4 for tile stagging limitations. i 6.3.11 Deck Type1: Woody Non-Insulated Deck Description: Min.19/32" plywood or wood pla InIk 'System Typo E: Base sheet mechanically fastened to,deck;underlayment adhered to base sheet Base Sheet: One or more plies of Elastobase or Elastobase P with a minimum 2-inch side lap and 6-inch end lap,. mechanically fastened to deck. j Fastening: Simplex MAXX Cap Fastener(NOA 18-1227.05),9-inch D.C.at the lap-edges and 18=inch o.c.in two(2) equallyspaced,staggered.center irpws. Cap Ply: ElasfoflexS6 G FIR applied in hot. phalt or Polyflex G fR torch-applied and back-nailed max. 12-inch o.c.rsing FBC HVHZ Approved nails and tin caps(FBC HVHZ 1517.5). Surfacing: FBC HVHZ Approved mechanically attached the roof system. Refer.to Table 4 for the stagging limitations. � 6.312. Deck Type I. Wood,-Non-Insulated Deck Description: Min.19%32"plywood or wood pla" k System Type E`. Base sheet mechanically fastenedo deck, underlayment adhered to base sheet Base Sheet: One or more plies of Elastobase c r Elastobase P with a minimum 3-inch side lap and 6-inch end lap, mechanically fastened to deck. Fastening: Simplex MAXX Cap Fastener(NOA 18-1227.0S),8-inch o.c.at the lap-edges and 8-inch o.c.in three(3) equally spaced,staggered centers lows. Primer: PG100'or ASTM D41 primer appliI d to stress plates Cap Ply: Polyflex SA P'FR or Polystick TU P1self-adhering,self-adhering and back-nailed max:12-inch o.c.using FBC HVHZ Approved nails and tin�Caps'(FBC HVHZ 1517.5). Surfacing: FBC HVHZ Approved mechanically attached tile roof system. Refer to Table 4 for tile stagging limitations. j - I I i i NEMO ETC,U.C. Evaluation Report 3m-PLYG40-FBCER.A. Certificate of Authorization/t32455 7'"EDITION(2020)FBC HVHZ.EVALUATION F1.5259-932(HVHZ) Polyglass Roof Underlayments Revision 28:12/21/2010 Page 9 of 11 i i i I ON EMO etc. 6.3.13 Deck Type 1: Wood,Non-Insulated "plywood or wood lank Deck Description: Min.19/32 M y N System Type E: Base sheet mechanically fastened to deck;underlayment adhered to base sheet Base Sheet: One or more plies of Elastobase, Elastobase P felt with a minimum 3-inch side lap and 6-inch end lap, mechanically fastened.to.deck. Simplex MAXX Ca Fastener NOA 1 -1227.05 8-inch o.c.at the lap-edges and 8-Inch o.c.in three(3) .Fastening: mp p ( II ), equally spaced,staggered center roWS. Primer: PG100 or ASTM D41 primer applied Ilto stress plates Base Ply: (Optional) Polystick MTS Plus or Po ystick XFR, self-adhering and back-nailed max. 12-inch o.c. using FBC HVHZ Approved nails and tin ca s(FBC HVHZ 1517.5) Cap Ply: Polystick MTS Plus or Polystick XFR self-adhering and back-nailed max. 12-inch o.c. using FBC HVHZ. Approved nails and tin caps(FBC Hi HZ 1517.5). Surfacing: FBC HVHZ Approved asphalt shing es, mechanically attached tile roof system, metal panels, metal shingles,slate, slate-type shingles wood shakes or wood shingles. Refer to Table 4 for tile stagging. limitations. 6.3.14 Deck Type 1: Wood,Non-Insulated Deck Description: Min.19/32"plywood or wood plan System Type E: Base sheet mechanically fastened t�deck;underlayment adhered to base sheet Base Sheet: One or more plies of Elastobase, El stobase P or FBC HVHZ Approved ASTM D226,Type II felt with a minimum 4-inch side lap and 6-inc end lap,mechanically fastened to deck. Fastening: Simplex MAXX Cap Fastener(NOAI 8-1227.05),8-inch o.c.at the lap-edges and 8-inch o.c.in three(3) equally spaced,staggered center ridws. Primer: PG100 or ASTM D41 primer applied to stress plates Base Ply: (Optional) Polystick:MTS Plus or Polystick XFR, self-adhering and back-nailed max. 12-inch o.c. using FBC HVHZ Approved nails and tin claps(FBC HVHZ 1517.5) Cap Ply: Polystick TU Max,self-adhering and back-nailed max. 12-inch o.c.using FBC HVHZ Approved nails and tin caps(FBC HVHZ 1517.5). Surfacing: FBC HVHZApproved mechanically-attached tile roof system,metal panels,metal shingles,wood shakes or wood shingles. Refer to Table 4 for the stagging limitations. 6.3.15 Deck Type 1: Wood,Non-Insulated . Deck Description: Min. 19/32"plywood or wood pla, k System Type E: Base sheet mechanically fastened to deck; underlayment adhered to base sheet Base Sheet: One or more plies of Elastobase,)Elastobase P or FBC HVHZ Approved ASTM D226,Type II felt.with a minimum 4-inch side lap and 6-inch end lap,mechanically fastened to deck. Fastening: Simplex MAXX Cap Fastener(NOA 18-1227.05),8-inch o.c.at the lap-edges and 8-inch o.c.in three(3) equally spaced,staggered center'rows. Primer: PG100 or ASTM D41 primer applied to stress plates Base Ply: (Optional)Polystick MTS Plus or Polystick XFR,self-adhering and back-nailed max. 12-inch o.c. using FBC HVHZ Approved nails and tin'caps(FBC HVHZ 1S17.5) Cap Ply: Polystick TU Plus,self-adhering and back_nailed max. 12-inch o.c.using FBC HVHZ Approved nails and tin caps(FBC HVHZ 1517.5). Surfacing: FBC HVHZ Approved asphalt shingles, mechanically attached tile roof system, metal panels, metal shingles,wood shakes or wood shingles. Refer to Table 4 for tile stagging limitations. i I NEMO ETC,LLC. Evaluation Report 3m-PLYG-20-FBCER.A Certificate of Authorization#32455 7T"EDITION(2020)FBC HVHZ EVALUATION 1`1_520-1132(HVHZ) Polyglass Roof Underlayments Revision 28:12/22/2020 Page 10 of 11 I f f ONEMO etc. 6.3.16 Deck Type 1: Wood,Non-Insulated Deck Description: Min.19/32"plywood or wood plank, System Type E: Base sheet mechanically fastened tlo deck;underlayment adhered to base sheet Base Sheet: One or more plies of Elastobase, Elastobase P or FBC HVHZ Approved ASTM D226,Type II felt with a minimum 4-inch side lap and.6-incFli end aap,mechanically fastened to deck. Fastening: Simplex MAXX Cap Fastener(NOA 1� -1227.05),8-inch o.c.at the lap-edges and 8-inch o.c.in three(3) equally spaced,staggered center rows. Primer: PG100 or ASTM D41 primer applied to stress plates Base Ply: (Optional) Polystick MTS Plus, Self-adhering and back-nailed max. 12-inch O.C.- using FBC HVHZ Approved nails and tin caps(FBC HUIIHZ 1517:5) Cap Ply: Polystick TU:Max or PolystickTU Phls,self-adhering and back-nailed max.12-inch o.c.using FBC HVHZ Approved nails and tin taps(FBCHVHZ 1517.5). 'Surfacing: FBC HVHZ Approved adhesive-set i le roof system. Refer to Table 1A for allowable tile adhesives and Table 4 for tile stagging limitations. i 6.3.11 Deck Type 3: Structural concrete,non-insulated) Deck Description: Min.2,500 psi structural concrete System Type F: Underlayment adhered Primer: ASTM D41 i Underlayment: Elastoflex 56 G applied in hot asph�z it or Polyflex'G torch-applied'or Polyflex SA P,self-adhering Surfacing: FBC HVHZ Approved adhesive-set, ile roof system. Refer to Table 1A for allowable tile adhesives and Table 4 for tile stagging limitations. i 6.3.18 Deck Type 3: Structural concrete,non_insulated Deck Description: Min.2,500 psi structural concrete System Type F: Underlayment adhered Primer: ASTM D41 .Base Ply: (Optional)Polystick MTS Plus,self)I dhering Ca Ply: Polystick TU Max or Polystick TU PIUs self- h p y y y ad eying Surfacing: fBC HVHZ Approved adheslve-sett ile roof system. Refer to Table 1A for.allowable tile.adhesives and Table 4 for tile stagging limitations -7. 6UILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority:Having Jurii diction to properly evaluate the installation of this product. Contact the named CIA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 CIA 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@ul:com -END OF EVALUATION REPORT- i I NEMO ETC,LLC. Evaluation Report 3m-PLYG-20-FBCER.A Certificate ofAuthorizatlon N32455 7TM EDITION(2020)FBC HVHZ EVALUATION FL5259-R32(HVHZ) Polyglass Roof Vnderlayments Revision 28:12/21/2020 Page 11 of 11 RECEIVED File COPYNOV �. 0 2021 11®® ®®�� perrriitifing r1�WIG � C®®E Ci MPLIANC STa CIE COUNTY IVEMO @SIC. TABLE DECK APPLICATION TYPE DESCRIPTION PAGE 1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 6 Se Wood New or Reroof(Tear-off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 6-12 SC Wood New,Reroof(Tear-Off)or Recover A-2 Moch.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 13.14 In Wood New,Reroof(Tear-Off)or Recover .B-1 MRch.Attached Base Insulation,Bonded Top Insulation,Banded Roof Cover 15 1E Wood New,Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 16-19 SF Wood New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19-23 IB Wood New or Reroof(Tear-Off) E-2 N�n-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 23-28 SR Wood New,Reroof(Tear-Off)or Recover E-2 N n-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 29-36 11 Wood. - New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover : 36-37 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B-1 ech.Attached Base Insulation,Bonded Top Insulation,Banded Roof Cover 38-43 28 Steel or Structural concrete New,Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 44-50 2C Steel or Structural concrete New,Reroof(Tea f-Off)or Recover D-2 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 50-52 20 Steel or Structural concrete New,Reroof(Tear-off)or Recover D-2 Insulated,Mech.Attached Velociflex,Bonded Roof Cover 53-54 3A Structural concrete New or Reroof(Tear-off) A-1 Bonded Insulation,Bonded Roof Cover 55-69 38 Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 69 4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 70-74 4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 7446 4c Lightweight concrete New or Reroof(Tear-Off) E-2 Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 77-81 SA _ Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 82-83 5e Cementitious wood fiber Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 83.84 5C Cementitious wood fiber Reroof(Tear-Off)or Recover B-1 ,Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 85 So Cementitious wood fiber Reroof(Tear-Off)or Recover C-1 1 lech.Attached Insulation,Bonded Roof Cover 85 SE Cementitious wood fiber Reroof(Tear-Off)or Recover E-2 ;Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 85 6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 86-90 6a Existing gypsum Reroof(Tear-Oft)or Recover A-2 Mech,Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 91 6C Existing gypsum Reroof(Tear-Off)or Recover C-1 *ech.Attached Insulation,Banded Roof Cover 91 60 Existing gypsum Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 91 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 92-98 -79 Various Recover F Non-Insulated,Bonded Roof Cover 98 i NEMO ETC,.LLC Evaluation Report P9290.02.08-R26 for FL3654-R28 Certificate of Authorization 032455 71"EDITION(2020)FB9 NON-HVH2 EVALUATION Revision 26:06/09/2021 02018 NEK40 ETC,LLC Polyglass Modified Bltumel Roof Systems;(954)233-1330 Appendix 1,Page 1 of 98 i i MEMO l 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 structu al members shall be In accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 2 Fasteners shall be of sufficient length for the following engagements: Y Wood Deck: Minimum 14nch plywood penetration or wood plank embedment. I Y Steel Deck: Minimum 0.75-inch steel penetration and engage the top Flute of the steel deck. i Structural Concrete: Minimum 1-inch embedment into pilot hole in accordance with publish d installation Instructions. 3 Unless otherwise rioted,insulation may be any one layer or combination of FBC Approved(Local or tatewide)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 subit tuted 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 lie of equal orgreater type,thickness and strength to the steel and structural concrete deck listings..Roof decks arid structural members shall be In accordance with FBL requirements to the satisfaction of th Autharity 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 pate Val effect on overlying components. 5 Preliminary insulation attachment for System Type D:Unless otherwise noted,refer to Section 2.2.I1 .2.3 of FM Lass Prevention Data Sheet 1-29(February 2020). 6 Unless otherwise noted,Insulation adhesive application rates are as follows, Ribbon or bead width I at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions. ` Hot asphalt(HA): Full coverage at 25-30 IbsIsquare. 1 DuPont INSTA STIK Quik'Set Insulation Adhesive(D-IS): Continuous 0.7S to 14nch w e ribbons,12-inch o.c. Y H.B.Fuller Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0:25 to 0.5-inch "let ribbons,12-inch o.c Y H.B.Fuller Millennium PG-1 Pump Grade Adhesive(NI-PGI): Continuous b.25 to 0.5-Inch�de ide ribbons,12-Inch o.c. ` 6MG OlyBond Soo(Ombo): Continuous 0.75[0 1-inch iv ribbons,12-Inch o.c.Note:OlyBand Classic may be used where OlyBond 500 is referenced. S- OlyBond Classic(OB Classic): Full coverage at 1 gal/square. 1 ICP Adhesive&Sealants Polyset CR-20: Continuous 2.5.3.5-Inch wide ribbons,12-Inch o.c. Note:When multiple layers(s)of insulation and/or coverboard are installed In ribbon-applied�dhesive,board jointssholl be staggered. i Note:The maximum edge distance from the adhesive ribbon to the edge of the insulation bo rd shall be not less than one-half the specified ribbons spacing. 7 Unless otherwise noted,all insulations are flat-stock or taper board of the minimum thickness note.Tapered polyisocyanurate at the following thickness limitations may be substituted with the fallowing Maximum Design Pressure(MDP)limitations.In no case shall these values be used to'increase'th MOP listings in the tables;rather if MOP 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, aterial,listed In the"table. M-OSFA: MDP= 157.5psf (Min.0.5=16chthick) M-PGS: MDP=-1575 psf (Min.0.5-inch thick) OB500: MDP= -45.0 psf (Min.0.5-Inch thick Multi-Max FA-3) i OB500: MDP=-187.5 psf (Min:0.5-Inch thick ISO 95+GQ 08500: MOP=-315.6 psf (Min.0.5-Inch thick ENRGY 3) Y OB500; MDP_-487.5 psf (Min.0.5-Inch thick ACFoam II) Polyset CR-20: MDP=-117.5 psf (Min.1.0-inch thick) 8 For adhered roof insulation and board-size:Unless otherwise noted,refer to Section 2.2.10.6.2 of I M 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 th-e 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 i I NEMO ETC,LLC Evaluation Report P9290.02.08-R26 for FL16S4-R28 Certificate of Authorization d32455 7"'EDITION(2020)FBCI NON-HVHZ EVALUATION Revision 26:06/09/2021 02018 NEMO ETC,LLC Pblyglass Modified Bitumer Roof Systems;(954)233-1330 Appendix 1,Page 2 of 98 I I I i i iVEMO etc. ANSI/SPRI WDI,FM Loss Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RA5 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 213 enhancements. 10 For assemblies with all components fully bonded,the maximum design pressure for the selected asslmbly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16.No rational analysis Is permitted for these systems. I 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 install tion,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 to ling 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 if1all 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 accord nce 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 C ncrete 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.i card 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 nstalled with the roof cover in Recover applications. 14 Lightweight insulating concrete(LWIC)shall be cast in accordance with FBC Section 1917 to the sail faction 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;s4stems where specific LWIC Is not referenced,the minimum design mix shall be 3o0 psi.In all cases,the minimum top-coat thickness is 2-inches.For LWIC over structural concrete,reference is made to F�C 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( TM 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 Istretlon of the Designer or Record and Authority Having Jurisdiction. 15 For bonded membrane applications,'unless otherwise noted,refer to the following. I MEMBRANE/AOHESIVE COMBINATIONS REFERENCE LAYER MATERIAL APPLICATION BP-AA Base Ply One or more plies Polyglass G2 Base,FBC ApproV d ASTM 04601,Type II Hot Asphalt at 20-40 (Base and Ply sheets, Ply One or more plies Polyglass Ply IV,Polyglass Ply V),FBC Approved ASTM D2178,Type IV or VI Ibs/square Asphalt-Applied) Note: Asphalt-applied sheers or Insulation shall not be bpplled to poly Jllm surfaced membranes. Base Ply One ply Elastobase V(sand/sand),Elastoflex V,Elastaflex S6,Elastoflex 56 HP,Elastoshield VP HT PG350 at 1.5-2.0 SBS-CAI cap Ply Elastoshield HT G,Elastoshield HT G FR,Elastofle V G,Elastoflex V G FR,Elastoflex 56,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex gal/square S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Base Ply One ply Elastobase V(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP Polyplus 35 at 1.5.2.0 SBS-CA2 Elastoshield HT G,Elastoshleld HT G FR,Elastoflek V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex' Cap Ply gal/square _ 56 G FR,Elastoshield T5 G,Elastoshield TS G FR,Polyfresko G SBS(sand-hacked),Polyfresko G SOS FR(sand-backed) Base Ply or Ply .One or more plies Elastobase:V,(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex 56, SBSEladtoflex56 HP,Elastoshield VPAT SOS Elastoshield HT G,Elastoshield HT G FR,Elastofle V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G, Hot Asphalt at 20-40 ( ,585 Azphalt-Applied) Cap Ply Elastoflex SG G FR,Elastoshield TS G,ElastoshieldITS G FR,Polyfresko G 58S(sand-backed),Polyfresko G SBS FR sand-backed) Ibs/square Note: Asphalt-applied sheets or nsulation shall not be;applied to poly-film surfaced membranes. Base Ply or Ply One or more plies Elastobase V(sand/poly),Elastobase V(poly/poly),Elastofiex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield VP SBS-TA HT;Elastoshield TS I 'Elastoshield HT G,Elastoshleld HT G FR,Elastofle V,Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elastoflex 56 HP,Elastoflex SG Torch-Applied (SBS,Torch-Applied) Cap Ply G,Elastoflex S6 G FR,Elastoshleld TS G,Elastoshield TS G FR,Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed) NEMO ETC,LLC Evaluation Report P9290.02.08-1126 for FL1654-R28 Certificate of Authorization h32455 7711 EDITION(2020)FBC NON-HVH2 EVALUATION Revision 26:06/09/2021 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems,(954)233-1330 Appendix 1,Page 3 of 9B I 1 I I i ONEMOjetc. MEMBRANE J ADHESIVE COMBINATIONS ' REFERENCE LAYER MATERIAL APPLICATION SBS-SA-H Base Ply Elastobase SA Scif-adhcring (followed flnx.Hybrid Systems I by torch-applied sheet ISlls:Wf-Adlv Base Ply One or more plies Elastoflex SA V,Elastoflex SA V fR,Elastoflex SA V Plus,Elastoflex SA V Plus FR,Elastoflex SA Base HD SBS-SA Cap Ply ElastOflaX SA P,Elastoflex SA P FR,Polyreflect I I Self-Adhering (SBS;Self-Adhering) :Note.,- Unless otherwise noted,permissible membrane Isubstrates for SOS-SA are limited to the SBS-SA Base Ply options herein, Elostobose V or Elostabose P with o poly-film toplsurface. APP-C,U Cap Ply Palyflex G FR I gaUsquar PG350 at e APP-TA Base Ply or Ply One or more plies Polybase V,Polyflex,Polybond I Torch-Applied .(APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR APP-SA-H Base Ply Polyflex SA Base 1 Seif-adhering(followed IAPP,Self Adh Ad s.Hybrid Sys—) I by torch-applied'sheet) APP-SA Cap Ply Polyflex SA P,PoIVflex SA P FR,'Polyfresko G SA,P?lytresko G SA FR Note. Unless otherwise noted,permissible membrane ubstrates forAPP-SA are limited to the SBS-SA Base Ply options herein, Sell-Adhering .(APP,Self-Adhering) ElastobaseV ar Elostobose P with a poly film tap surface. ' 16 Vapor barrier options for use over structural concrete deck followed by bonded insulation carrythel following MDP limitations.The lesser of the MDP listings below vs.those In Table 3A applies. VAPOR BARRIER OPTIONS;STRUCTURAL CONCRETE DECN,FOLLOWED BY ADNESTVEAPPUED INSULATIOH PERTABLE ak. OPTION PRIMER VAPOR BARRIER INSULATION ADHESIVE MDP(PSF) If TYPE(NOTE 15) APPLICATION C-VB-1. PG1D0 Elastoflex SA V Pius ; Seif-Adherng U45 or CR 20,12-inth o.c. -60.0 C-VB-2. PG100 Polybase V Torch-applied DAS or CR-20,12-Inch o.c. -75.0 C-VB-3. P6100 Elastoflex SAP Self-Adhering D-IS,.12-incho.c. -75.0 C-VB-4. PG100 Polyflex or Polybond Torch-applied M-OSFA,M-PG-1,OBSODor CR-20,12-Inch o.c. -121.7 C-VB-S. PG100 Elastoflex SAP Self-Adhering M-OSFA,12-inch o.c. -157.5 C-VS-6. PG100 Palyflex or Polybond Torch-applied M-OSFA,M-PG-1,OB500 or CR-20,6-inch o.c. -185.0 C-VB-7. PG100 Elastoflex SAP Self-Adhering CR-20,12-inch o.c. -270.0 C-VB-8. PGI00 Elastoflex SA V.Elastoflex SA V FR.Elastoflex SA V Plus.Elastoflex SAIV Plus FR Self-Adhering M-OSFA,M-PG-1,OBSOO or CR-20,12-Inch o.c. -240.0 'C-VB-9. PG100 SBS•TA(with sanded-top-surface)_. Torch applied M-OSFA,M-PG-1,OB500 or CR-20,12-inch o.c. -240.0 I i I NEMO ETC,LLC Evaluation Report-P9290.02.08-R26 for FLISS4-R28 Certificate of Authorization 032455 7"'EDITION(2020)F C NON-HVHZ EVALUATION Revision 26;06/09/2021 02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 4 of 96 i I I I I I I i NNEMO etc. 17 The following surfacing may be applied to the Cap Ply without adverse effect on the system wind loa performance.Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for application limitations ands Roofing Materials Directory for fire ratings associated With coating ui age. SURFACING OPTIONS FOR POLYGIISS MODIFIED BITUMEN ROOF SYSTEMS OPTION# SURFACING FLORIDA PRODUCTAPPROVAL SURF4. PG 300 FL10291 SURF-2. PG 600 FL10291 SURF-3. PG 650 FL10291 SURF-4. PG 700 FL10291 SURF-5. PG 700 CIS FL10291 SURF-6. PG 800 FL10291 SURF-7. Polyplus 60 FL10291 SURF-8. Polyplus 65 FL10291 SURF-9. PolyBrite 60-FC NDA 20.0611.01 SURF-10. PolyBrite 70 FL10291 SURF-il. PolyBrite 70f1S FL10291 - SURF-12. PolyBrite 75 FL10291 SURF-13. PolyBrite 71 H5. FL10291 SURF-14. PolyBrite 90 FL10291 SURF-15. PolyBrite 90.1 NOA 19-0610.02 SURF-16. PolyBrite 95 FL10291 SURF-17. PolyBrite 85.1 NON 19- 10A2 SURF-18. KM Acryl 15 FL27409 SURF-19. KM Acryl 15 OS FL27409 SURF-20. KM Acryl25 FL27409 SURF-21. KM Acryl 25 QS FL27409 SURF-22. KM Acryl 40 HS. FL27409 SURF-23. KM Acryl 85 FL27409 SURF-24. KM PS5250 _ FL27409 SURF25. KM 1114220 FL27409 SURF-26. Turbo-Set FL10291 I 18 `MOP"=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 i NEMO ETC,LLC Evaluation Report P9290.02.08-R26 for FL3654-R28 Certificate of Authorization#32455 7"'EDITION(2020)F C NON-HVHZ EVALUATION Revision 26:06/09/2021 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 5 of 98 i i i i i I i I I I I I I NNEMOle-tc.- .- W eee. . . .. System Deck(Note 1) Base Sheet Roof Cover(Note 25) MDP No. _ Type Fasten(Note 1-1) Attach Base Ply Cap (Pill APA rated,19/32 Trufast Versa Fasteners(min.'/."penetrati CAT,0.578 in., n)& Exposure 1 O., or Elastobase V{poly-film Plates;l screws per plate in center hole'� 9-inch o.c.at min.4-Inch lap and 9-inch o.c. SBS-SA-H SBS-TA •127.5 W-207 min.19/32'APA top) Note:Versa-Fast Plates shall be primed w t 'at four(4),equally spaced center rows rated plywood PG100 orASTM D41 primer. Note: *For re-roofor recover construction,field withdrawal resistance testing IfJo tell)shall yield minimum 142lbf.Additional Versa-Fast Fasteners within each Versa-Fast Plate maybe. utilised to produce minimum withdrawal resistance - _. I ee. e . e .•oe . System Deck(Note 1) Prlmer Roof Cover(Note 15) No. Joint Treatment Base Ply Ply cap Ply MDP(psf) SELF-ADHERING BASE PLY: APA rated, Elastoflex SA V Pius W-208 7/16 CAT' None OSB Joints are covered with 4-inch wide strips of Elasto ex SA V,rolled into (Optional)SBS-SA,SBS- SBS-SA,APP-SA, or Elastoflex SA V -52.5 0.418 In.; place to create continuous bond. Plus fR TA,APP-TA SOS-TA,APP-TA Exposure 105H W209 Min.15/32- None None SBS-SA '(Optional)SBS-SA,SBS- SBS-SA,APP-SA, _g0.0 inch plywood I TA,APP-TA SBS-TA,APP-TA Min.15/32- I (Optional)SBS-SA,SBS- SBS-SA,APP-SA Ap , W-210 Inch plywood PG100 None ! SBS-SA TAB P:TA SBS-TA,APP-TA -97.5 Vy-211 Min.IS/32- (Optional)PGIDD Plywood joints-are covered with 4-Inch wide strips of Elastoflex SA V Plus,rolled Elastoflex SA V or (Optional)SBS-SA,SBS- SBS-SA,APP-SA, 97 5 inch plywood Into place to create continuous bond. j Elastoflex SA V FR TA,APP-TA SBS-TA,APP-TA Min.15/32- POLYBRITE 745 (Optional)SBS-SA,SBS- SBS-SA,APP=SA, W-212 inch plywood or WB3000 None SBS-SA TA,APP-TA SBS-TA,APP-TA -105.0 Elastoflex SA V Pius Min.15/32- Plywood joints are covered with 4-Inch wide strips of�E astoflex SA V Plus,rolled (Optional)SBS-SA,SBS- SBS-SA,APP-SA -135.0 , W-213 inch plywood (Optional)PG100 into place to create continuous hood. 1 Plus FIR or ! aflex SA V TA;-APP-TA SB5-TA,APP-TA HYBRD Systems wiTH SELF-ADHERING APP BASE PLY: i MIn.15/32- W-214 Inch plywood (Optional)PG100 None APP-SA-H (Optional)APP-TA APP-TA -90.0 Min.15/32- Plywood joints are covered with 4-inch wide strips of E astoflexSA V Plus,rolled W-215 Inch plywood (Optional)PG100 iota placeto create continuous bond ' APP-SA-H (Optional)APP-TA APP-TA -135.0 HYBRID SYSTEMS WITH SELFADHERING SBS BASE PLY: NEMO ETC,LLC' - Evaluation Report P9290.02.08-R26 for FL1654=R28 Certificate of Authorization R32455 7"'EDITION(2020)FBC NON-HVHI EVALUATION Revision 26:06/09/2021 V2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233.1330 Appendix 1,Page 36 of 98 i I I I I i I *NEMO etc. .. . .. o :o . . -.. System Deck(Note 1) Primer Roof Cover(Note 151 MOP(psf) No. Joint Treatment Base Ply Ply cap Ply Min.15/32- W-216 inch plywood None .None S[iS-SA-N (Optional)SOS-TA SBS-TA -90.0 W 217 Min.15/32- OG100 None SBS-SA-H (Optional).SBS-TA SBS-TA -97.5 inch plywood 1N-218 Min-15/32- (Optional)PG100 plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus,rolled 585-SA-H (Optional)SBS-TA SBS-TA -97.5 Inch plywood into place to create continuous bond, W 219 'Min.15/32- POLYBRITE 745 .None I SBS-SA-H (Optioral)SBS-TA SBS-TA -10S.0 Inch plywood or WB3000 i i I NEMO ETC,LLC Evaluation Report P9290.02.08-R26 for FL1654-R28 Certificate of Authorization N32455 7"'EDITION(2020)FBC NON-HVH7.EVALUATION -Revision 26:06109/2021 92018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 37 of 98