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HomeMy WebLinkAboutProduct Approval (2) Br rr_,�crc a Fb ida&i ding trade L3nfine 605 e.0m tog sn mer PfTw'-.+sn ea-7107;cs U&=K su,z+farge S"Z%a Facts putcT.:.s's cof+.-'=L" eas Site WIP u015 -rsss+ . d b ••. �rf'X}tlly Q,ry7/OlO�}'�f^,:�i r?vi}C•..•C M r1P•..?�4 f�Lin J�f.Lif'f](�a^�y^�iG1L[fII!�iL�}���(��.7�C�F� . REVIEB FOB R1654-R27 ®®� ww���^1 �`rcation Type Revtsian i�'�'�1tlVE Code Version 202l7 c Anprration Status i°i�*SravG�d VTo L ��'�p 'WNTY Spt. Luciie(e��County v rmfnents BOCC Ardmv2d Pr uct 12L Ptan f U.aC2Vr''._'7 3OiF'l;;tS+SS tfSA Andress/Phone/E.mait 1.111 IN.Newport Center Drive Deerfield Beach,FL 33442. f954)233-133D `cast 242 - malpert@polvglass.corn AutJ��tt#zed Signature "abry�iaert rraa3tlertC?poJgglass.scm File Copy Technical Represerrtativi^ TECH REP I*ddressl ic�ne%`mail 33I I chest N--wPor Center Drive Deeriield Beach,FL 3a442. J5651802-8017 rsspotvgjassterhniccaj Folygwss.com Quality Assurance.Represcrtative QA REP A.drJrp--s/AlumelErrt2it 11-11',"dart IVexlporII Center rnive Deerfield Beach,FL 3,344.2 (-580)AIi,?-1375 ssstrvly.3lasstecla��lt�t�p#lygtass.•com Catega y Yttafyf7R 5shcalegari Modificd Situ nen?.oaf Svs?cm C.orrp iance 4tet6od F_•+ababion Repart from a rtrxida ftegims red ArcbAeCt ar a Licertsed Florida Professional Ergineer t irat+aarion Repan-:iardcopy pece ved Floncla Enrlineer nr Arehrec!Name who developed the ttaben 3lseminen Evaloation Report Florida License tit-59156 QUWAl+:Assurance rrstity UL LLC Quality,assurance contrect Expiration Date 1 a/D7/2022 Lalldned By r V:i;rmlev:•;rt,Ff '1aJic+ai#an Cneckli�c-;-'sardcopy b?�.dly� Corr t-otexif trill _ntierce Pt�1654 R2 C01 zoxg of rpt cal r-slt�N,Mdf W--re=0e 5taridar.J rise Year fA9 Standard; sfandard Year ASTM D4601 1912 ASTM D4897 2809 ASTZ!06162 2015 ASTM D5163 20;5 ASTM 06164 2011 ASTM D6222 2031 F5F:4 D6509 2015 Ft�'tps://rra�ss ilari abuilding Qsgllir/pr_app oti.aspy.?param=xGEVXOvrDgvgtlu2v4*,62bnFgUPy2p rapt:xkhNlxQbYaKmD3x9HiYOR<ttuQ��/o3d°4,3d 112 1 1/12/2021 Flarida Building Cade Online s ASTM G155 2013 FM 4470 2016 FM 4474 2011 UL1B97 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/02/2020 Date Validated 10/04/2020 Date Pending FBC Approval 10/12/2020 Date Approved 12/15/2020 Summary of Products AFL- Model,Plumber or flame Description — ---- )� 1654.1 ~^Po)yglass Modified Bitumen Roof'�SBS and APP modified bitumen roof systems 1 Systems Limits of Use 1 Installation Instructions Approved for use in HVHZ:No FL1654 R27 n 2020 09 30 FINAL. Al ER PG MOOBIT FL1654- Approved for use outside HVHZ:Yes ;R27.pdF t Impart Resistant:N/A Verified By:Robert Nieminen PE-59166 Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes Other:1.)The design pressure in this application relates Evaluation Reports i i to one;particular assembly over conaete deck.Refer to the # FL1654 R27 AE 2020 09 30 FINAL ER PG MODBIT FL1654- ER Appendix for other systems and deck types.2.)Refer to I R27,gdf I ER,Section 5 for other Units of Use.3.)Refer to FL16717 Created by Independent Third Party:Yes for HVHZ jurisdlctlons. 0 L l Contact Us!,-7601 etair Stone Road,TaM.:hassee FL 323"Phone'850.487-1974 The State of Ronda Is an AA/EEO employer.Copvriaht 2007-7013 State of Florida.::Pdyap Statement::Accesybility Statement::Refund Statement Under Florida law,emall addnsses are public records.if you do not want your e-maii address released in response to-a public-records request,do not send electronic mail to this entity.instead,contact the office by phone or try traditional mail.It you have any questions,please contact 850AS7.1395.*Pursuant to Section 455.275(t), Florida Statutes,effective October 1,2Ur2,licensees kensed under Chapter 4S5,F.S.must provide the Department with an email address U they haw-one.the meads provided may be used for official canmunicatlon with the licensee.However email addresses are public record,It VW do not wish to suppty 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 45S,FS.,please c kk b=r . , Product Apprrwaltl Acccpisr ' Credit Card Safe https://www.floddabuilding.org/pr/pr app dtl.asp c?paean=wGEVXQwtDgvgqu2vr%2bnFgUPv2pwBpKxMNIxQbXeKmD3x9HjyOAYxuQ%3d%3d 2/2 NEM0 etc: TABLE DECK APPLICATION TYPE DESCRIPTION PAGE IA Wood New or Reroof(Tear-Off) A-1 Bonded insulation,Bonded Roof Cover 5 1B Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 6.12 IC wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Lover 12-14 1D Wood New,Reroof(Tear-Off)or Recover B-1 Mech.Attached Base Insulation,Bonded Top insulation,Bonded Roof Cover 14.15 lE Wood New,Reroof(Tear-Off)or Recover C•1 Mech.Attached Insulation,Bonded Roof Cover 15.19 1F Wood New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19.23 1G Wood New or Reroof(Tear-Off) E-2 Non-Insulated,Mech,Attached Base Sheet{nails),Bonded Roof Cover 23-29 1" Wood New,Reroof(Tear•OifI or Recover E-2 Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 2,9"�M" Wood New or Reroof(Tear.Off1 F Non•Insulated,Bonded Roof Cover l 37/ 2A Steel or Structural concrete New,Reroof(Tear-0ff)or Recover 8.1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 38.43 26 Steel 0r Structural concrete New,Reroof:(Tear--Off)or Recover C-1 Mech.Attached Insulation,Bonded Roaf Cover 41-50 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover. D-2 Insulated,Mech.Attached Base Sheet,Bonded Roof[over 51.53 2D Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached VelocIna,Bor dcd Roof Cover 53-55 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 56.68 3B Structural concrete New or Reroof(Tear-Off) F Non4nsulated,Bonded Roof Cover 68 4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 69.73 4B Lightweight concrete New or Reroof(Tear•Off1 A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 73.47 4C Lightweight concrete New or Reroof(Tear•off1 E-2 Non-Insulated;Mech.Attached Base'Sheet,Bonded Roof Cover 74-78 SA Cementitious wood fiber Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 79.80 58 Cementitious wood fiber Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 80.82 5C Cementitious wood fiber Reroof(Tear-Off)or Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 82 SD Cementitious wood fiber Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 83 5E Cementitious wood fiber Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 83 6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover , 84.88. 68 Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech,Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 88 6C Existing gypsum Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover Be GD Existing gypsum Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mech,Attached Base Sheet,Bonded Roof Cover 88 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 89.94 -78 -Various Recover F Non•lnsulated,.Bonded Roof.Cover 94 NEMO ETC,LLC Evaluatlon Report P9290.02.08-R25 for FL1654-1127 Certificate of Authorization 432455 7'"EDITION(2020)FBC NON-NVM2 EVALUATION Revision 2S:09/30/2020 (02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(9S4)233-1330 Appendix 1,Page 1 of 94 (N,NEMO 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. 2 Fasteners shall be of sufficient length for the following engagements: r Wood Deck: Minimum 1-inch plywood penetration or wood plank embedment. 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 published installation Instructions. 3 Unless otherwise noted,Insulation may be any one layer or combination of FOC Approved(Local oir 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 dec(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). 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. i Hot asphalt.(HA): Full coverage at 25-30 lbs/square. i .DuPont INSTA ST1KCtuik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1-Inch wide ribbons,12-Inch o.c. H,B.Fuller Millennium One Step Foamable Adhesive.(M-OSFA): Continuous 0.25 to O.S-inch wide ribbons,12-Inch o.c. H.B.Fuller Millennium PG-1 Pump Grade Adhesive(M-PGi): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c v OMG OlyBond SOO(08500): Continuous 0.7S to 1-inch wide ribbons,12•inch o.c. Note: Oly8ond Green may be used where 01y8ond SOO is referenced. ➢ OlyBond Classic(OB Classic): Full coverage at 1 gal/square- i JCP Adhesive&Sealants Polyset CR-20: Continuous 2.5-3.5-Inch wide ribbons,12-Inch o.c. > Note:when multiple loyers(s)of insulation and/or cove board are Installed in ribbon-applied adhesive,board Joints shall be staggered. a 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. 7 Unless otherwise noted,all insulations are fiat-stock or taper board of the minimum thickness noted. Tapered polyisocyanumte at the following thickness(imitations 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 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 material listed in the table. > N.B.Fuller Millennium One Step Foamable Adhesive(M-OSFA): MDP= -157.5 psf (Min.0.5-Inch thick) d H.B.Fuller Millennium PG-1 Pump Grade Adhesive(M-PG1): MDP= -157.5 psf (Min.0.S-Inch thick) i OMG OlyBond SOO(OB5OO): MDP= -45.0 psf (Min.0.5-inch thick Multi-Max FA-3) i- OMG OlyBond 500(OB500): MDP= -187.5 psf (Min.0.5-inch thick ISO 95+GL) > OMG OlyBond SOO(06500): MDP= -315.0 psf (MIn.'0.5-Inch thick ENRGY 3)' . i OMG OlyBond 500(08500): MDP= -487.5 psf (Min.0:5-Inch thick ACFoam 11) i ICP Adhesives&'Sealants Polyset CR-20: MDP -117.5 psf (Min 1i0-Inch'thick) 8 For adhered roof insulation and board-size: Unless otherwise noted,refer to Sectlon 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 fn 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 NEMO ETC,LLC Evaluation Report P9290,02.08-R25 for FL1654-R27 Certificate of Authorization#32455 7"r EDITION(2020)FBC NON-HVHZ EVALUATION Revision 25:09/30/2020 02018-NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems,.(954)233-1930 Appendix.1.Page.2 of 94 NNEMO[etc. ANSi/SPRI.WDI,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 fn Section 2.210,1 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 existfng.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 TA5105. 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 thabbring 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 1S11 for requirements and limitations regarding recover installations. For Structural Concrete Deck or Recover Applicatlons using System Type C-1,C-2,D-1 or D-2,the Insulation is optional. Alternatively,an FBC Approved Insulation•board or coverboard maybe used as a separation layer. Board products shall be preliminarily attached prior to roof cover installation(Note S herein). The separator component shall be documented as meeting FBC 1SDS 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 topcoat 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 CISO),with no proprietary additives,In accordance with procedures adopted by Miaml-Dade BCCO (FBC CERSS92). 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. MEM©RANE/-/1oNESIVE ComsiNAT10N5 REFERENCE LAYER MATERIAL APPLICATION BP-AA qllasene or more lies Poly lass G2 Base,FBC A roved ASTM 04601,T e 11 ase and Ply sheets, One or more:plies Poly lass Pl.IV,PolyglassPly VI,FCC Approved ASTM D2178,Type IV or VI Hot Asphalt at 20-40 Asphalt-Applied) Asphalt-a pliedsheetsarInsulationshallnotbeappliedtoPolyfflmsu cedmembranes. Ibs/square One I Elastobase(sand/sand),Efastoflex V,Elastoflex S6,Efastoflex S6 HP,Elastoshleld HTS85 CAS Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Efastoflex V G FR,Elastoflex SS,Elastoflex 56 HP,Elastoflex S6 G,EfastoflexPG350 at 1.5-2.0 S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G 5B5 sand-backed),Polyfresko G 5B5 FR sand-backed gal/square Base Ply One Div Elastobase(sand/sand),Elastoflex V,Elastoflex 56,Elastoflex S6 HP SBS-CA2 Ca PI Elastoshleld HT G,Elastoshleld HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex$6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex Polyplus 35 at 1.S-2.0 P y S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) gal/square Base Ply or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V.Elastoflex 56,Elastoflex SBS-AA S6 HP,Elastoshleld HT- Elastoshleld HT G Elastoshleld HT G R Hot Asphalt at 20.40 F Elastoflex V Elasto ex fl V G Elastoflex V FR (SBS,Asphalt-Applied) Cap Ply G ,Elastoflex 56,Elastoflex 56 HP,Elastoflex S6 G, ibs/square Elastoflex S6 G FR,Elastoshleld TS G,Elastoshleld TS G FR,Polyfresko G 5B5(sand-backed),Polyfresko GSBS FR(sand-backed) Note: Asphalt-appffed sheets orlasulatfonshall-notbeap f/edtopof• lrnsurfacedmem6ranes." Base Ply or Ply One or more plies Elastobase.(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Elastoflex 55 HP,Elastoshield HT SBS-TA Elastoshield HT G.Elastoshleld HT G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex 56 HP,Elastoflex S6 (SBS,Torch.Applied) Cap Ply G,Elastoflex S6 G FR,Elastoshleld TS G,Elastoshleld TS G FR,Polyfresko G SBS(poly-film backed).Polyfresko G SBS FR(poly-film Torch-Applied' backed) NEMO ETC,LL[ Evaluation Report P9290.02,08-112S for FL1GS4-1127 Certificate of Authorization 432455 7"H EDITION(2020)FBC NON-HVHZ EVALUATION Revision 25:09/30/2020 02018 NEiviO ETC,LLC Polyglass Modified Bitumen Roof Systems,(954)233-1330 Appendix 1,Page 3 of 94 NEMO p etc. ;,MEMBRANE ADHESIVE COMBINATIONS REFERENCE LAYER' MATERIAL APPLICATION Self-adhering, (followed 5as-SA-H Base Ply Elastobase SA by torch-applied sheet) ' (SBS,Scit•Adhcrinq,Hybrid Systems( 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 Elastoflex SA P,Elastoflex SA P FR,Polyreflect Self-Adhering (SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates JorSSS-SA are limited to the SBS-SA Bose,Ply options herein, Elostoboselpoly/sand)or Elastobase(poly/poly), PG3SO at 1.5-2.0 APP-CA1 Cap Ply. PolVflex G FR gal/square APP-TA Dase Ply or Ply One or more plies Polyglass Base,Polyflex,Pol bond Torch-Applied (APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Pol bond,Polybond G,Pol fresko G,Polyfresko G FR _ Self-adhering(followed APP-SA-H Base Ply Polyflex SA Base bytorch-a lied sheet (APP Self-Adhetl -HybNdSystems{ ` Cap Ply Polyflex SA P.Poly I flex SA P FR,Polyfresko G SA,Pol fresko G SA FR,Pol kooi Note: Unless otherwise noted,permissible membrane substrates jorAPP-SA are limited to the SBS-SA Bose Ply options herein, Self-Adhering (APP,Self-Adheringl� Elastobase(pot/sand)or Elostobase(Polylpoly 0. 16 Vapor barrier options for use over structural concrete deck followed by banded Insulation carry the following MDP limitations. The lesser of the MDP listings below vs.those in Table 3A applies, " VAPOR'BARRI A OMPkSi STRUCTLIRAL CONCRETE DECx;'FOt10wED BY,AoHEstvf-APP,UED(NSUTAVON PERTABLE 3A OPTION VAPOR BARRIER INSULATIONLADHESIVE MDP 0 PRIMER "TYPE(NOTE 15) APPLICATION (PSF) C411-1. PG100 Elastoflex SA V Plus Self-Adhering D-IS or CR-20,12-Inch o.c. -610 C-0-2. PG100 Polyglass Base Torch-applied -D-IS or CR-20;12-Inch o.c. -75.0 C-0-3. PG100 ElastollexSA P Self-Adhering D-IS,12-inch o.c.. -75.0 C-VB.4. 'PG100 Elastoflex SA P Self-Adhering M-OSFA,12-Inch ox., -157.S C-VB-5. PG100 Elastoflex SA P Self-Adhering CR-20,12-Inch o.c. 270.0 C-V". PG100 Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Plus FR Self-Adhering M-OSFA,M-PG-S;OBSDO or CR-20,12-inch o.c.' -29D.0 C-VD-7. PG100 SBS TA'(with Bonded-top-surface) Torch-applied M-OSFA,M-PG-1,OB500 or CR-20,12-Inch o.c. -290.0 17 The following surfacing may be applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings - for application limitations and a Roofing Materials Directory for fire ratings associated with coating usage. SURFACING OpnoijS i0R POLY(tLASS'M001FIED BITUMEN ROOF SYSTEMS ' OPTION it SURFACING FLORIDA PRODUCT APPROVAL SURF-1. PG 300 FL10291 SURF-2. PG 600" '" 'FL10291 SURF-3. PG 650 FL10291 SURF-4. PG 700 FL10291 SURF-S. PG 700 CLS FL10291 SURF-6. PG'BDO - FL10291 SURF-7. Poly plus 60 FL10291 NEMO ETC,LLC Evaluation Report P9290.02,08-R25 for F1.1654-1127 Certificate of Authorization 032455 71"EDITION(20ZD)FDC NON-HVHZ EVALUATION Revision 25:09/30/2020, 02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems,(954)233-1330 Appendix 1,Page 4 of 94 (NNEMOJetc. WOOD . . ,. . ... . r :e r e •rr r Root Cover(Note 35) System Deck(Note 1) Primet MOP(psf) No. Joint Treatment Base Ply Ply Cap Ply SELF-ADHERING BASE PLY: APA rated, Elastoflex SA V Plus 7/16 CAT, OSB joints are covered with 4-inch wide strips of Elastoflex 5A V.rolled into (Optional)SBS-SA,SBS- SBS-SA,APP•SA, W-208 0,418 In,, None place to create continuous bond. or Elastoflex SA V TA,APP-TA SBS-TA,APP-TA -52.5 Pius FR Exposure 1 OSB << Min.15/32- (Optional)SBS-SA,SBS- S05•SA, PP-S W-209 inch plywood None None SOS•SAA TA,APP-TA SBS-TA,A 40.0 Min.15/32- pG100 None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA, -97 5 W-210 inch plywood TA,APP-TA SBS-TA,APP-TA W-211 Min.1S/32- (Optional)P6100 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. Elastoflex SA V FR TA,APP-TA SBS-TA,APP-TA Min.15/32- POLYBRITE 745 None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA, -105.0 W 212 Inch plywood or W83000 TA,APP•TA SBS-TA,APP-TA Min.15/32- Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus,rolled or Elastoflex SA V Elastoflex SA V Pius (Optional)SBS-SA,SBS- SBS-SA,APR-SA, .135.0 W-213 (Optional)PG200 TA APP-TA_ SBS-TA,APP-TA - b inch plywood into place to create continuous bond. Plus FR ' HYBRID SYSTEMS WITH SELF-ADHERING APP BASE PLY: -- W-214 Min.15/32- (Optional)PG200 None APP-SA-H (Optional)APP-TA APP-TA -90.0 inch plywood W-215 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus,rolled APP-SA-H (Optional)APP•TA APP-TA -135.0 Inch plywood into place to create continuous bond. HYBRID SYSTEMS WITH SELF-ADHERING SBS BASE PLY: W-216 Min.15/32- None None SBS-SA-H (Optional)SBS-TA SBS-TA -90.0 inch plywood W-217 Min,15/32- PG100 None SBS-SA-H (Optional)SBS-TA SBS-TA -97.S Inch plywood W 218 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled SBS-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 SOS-SA-H (Optional)SBS-TA SBS-TA -105.0 inch plywood or W83000 NEMO ETC,LLC Evaluation Report P9290.02.08-R2S for F1.1654-R27 • Certificate of Authorization 1#32455 71"EDITION Inn)FBC NON-HVHZ EVALUATION Revision 25:09/30/2020 CD2018 NEMO ETC,LLC PolYBlass Modified Bitumen Roof Systems,(954)233-1330 - Appendix 1,Page 37 of 94