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HomeMy WebLinkAboutProduct Approval (3) -.• - .• •• .. actsm wit.. Cslftr&+Ym Nat laphC SY '[Sud+e3= 61mat7as Wht.'£J Qaracths ataSSR rOp In1Er 5-➢RT t File C®�('jply FL# FLI654-R27 ). . Cade\kman 2020 AppScation5tatus s> IN Approved Comments CODE COMPLIANCE Arddv& Adoreddurer: POWGtASS USA STo L14CIE■��A1COUNTY I III W.rdmvport Center0rreAddress9honeEmaii ECENED � Deerfield Beads,tt 33442 (9541233-1330 Ext 242 r� 1 malpertopoivgtass.ca JULAuthortze•.l Stynature UL 2 9 �O�" Maw,Alpert matpert9polygtass.com . Luca®.[Dung :�.,.ifll�tbHt3 Technim4 Representative TEIIi REP Ad•L+.-�; JsnA{faszli! 1111%tsf Me Mart Oder DWLv Deerfield Beads.Fl.33442 . (8%)802-8017 uspoWasstedmlcaI9pelyglass.cam Duality Assurance Representative QA REP . AddresVPhone/Email 1111 West Newport Center Drive Deerfield Reach.FL 33442 (888)410-1375 uspolv9lasstedm7caifyoly9l6 — boy RooTm9 _ .. Subcategory .Moditied Bitumen Roof System Compliance Method Evahhation Report from a Ronda Registered Architect or a Licensed Fianda Professional Engineer -&ax--ucaa&akxt-Hzrd=py P.k�—vcd . Hor:dr.EaSineer or Arddtect dame:xho developed tide&duation Report Ro6edtfiiv;G,. Ft ida Llceose Pt-59166 Quay Assurancc Entity OL LLC Q-b'ty Assurance Cw%ad Expiation Date Il/D7l71S22 Validated Ey John W.Kaeze*14 PE ValaWtlon Checklist-ttardmpv Received t •s rsiLe'r?r¢ e L :=�L 29Z-2 Ca!`iie'Llfgjcsf Refe[ence2 Standard and Year(of standard) Standard Year - ASTM 04601 I012 ASTM D4897 20D9 ASTM D6162 2013 .. ASTM M163 2015 ASTM M164 2011 .. ASTM D6222 2011 ASTM D6509 2015 ASiM GISS 20I3 FM 4470 20I6 1+14474 2'i11 t!L 1897 2012 Epuivatence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted - 10/02=0 Date WIdated 10/04/2020 Date Pending Fac Approval 10/121202D pate Approved 12/15/2A20 . Date Revised 06/119/2021 t L C Model.Namhor or Name 16KI . . !Paly.3tm i4coce ni vrzndr Rod Sy.-erm 595and APP modified ph=nut roof sYste Limits of Use ,Installation rnetrueffz B ' AppTmred far mm In HVHM-No c FL165-4 P?7 IT 2020 09 37 FINAL Al ER PG MODST FL155d-;Z 'Approved for use outside MVM2:Yes Verified Ill.itnbart ternMen PE59166 Impact Reslstaut;-HIA creator by IndePsn:de Third Party.Yes D�d5ri Pressure:+N/V-622.5 :liealuatlmr Reports .. Other:1.)The design Pressure in this appbcatimt[mates to one partial aptly over Frj654 R27 AP 2D20 aq 3a`SNAIL ut-G MGDBLT F_1354-R:7y_d,j Cmated by Indepmiderr•_Thsd Pony.Vc3 t - e t Q WEI TABLE D5CK APPLICATION' xTYPE DESCRIPTION ,- PAGE1A Wood New or Reroof(Tear-off) A-1 Bonded insulation,Bonded Roof Cover R 1B. Wood New orlieroof-(Tear-Off) A-2 Mach,Attached Anchor Sheet,Bonded insulation,Bonded Roof-Cover 6-15 1C Wood New,Reroof(T,sar•Oif)or Recover A•2 Mach.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 12-14 iD Wood New,Reroof(Tear-Off)or Recover B-1 Mach.Attached Base Insulatloh,Ronded'rop Insulation,Bonded Roof Cover 14-?5 1E Wood New,Raroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover f 19 IF Wood New,Reroof(Tear pff 15- )or Recover D-2 Insulated,Mach.Attached Babe Sheet,Bonded Roof Cover 19-23 1G Wood... Now or Reroof(Tear-Off) E-2 Non-InsulatedI.H ,Mach,Attached Base Sheet(nails),Bonded Roof Cover 23-29 Wood New,Reroof(Tear-off)orRecover E-2 Non-Insulated,Mech,Attached Base Sheet(screws&plates),Bonded Roof Cover 29-36 11 Wood - New or Reroof(Tear-off) F Non-Insulated,Banded Roof Cover 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulatlnn,Bonded Roof Cover — 38-4.3 28 Steel or Structural concrete New,Reroof(Tear-offl or Recover C-1 Mach.Attached Insulation,Bonded Roof Cover 44-50 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mach,Attached Base Sheet,Bonded Roof Cover S1-53 2D Steel or Structural concrete Now,Reroof(Tear-Off)or Recover f5.2 Insulated,Mech,.Attached Volociflex,Bonded Roof Cover 53.55 3A Structural concrete New or Reroof(Tear-Off) _ A•1 Bonded Insulation,Bonded Roof Cover 56-68 BB Structural concrete New or Reroof Tear-Off F ^-- --- 68 ( ) Non-Insulated,Banded Roof Cover 4A Lightweight concrete New or Raroof(Tear-Oft A•i Bonded Insulation,Banded Roof Cover 69.78 48 Lightweight concrete New or Reroof(Tear-off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 73-47 4C Lightwelght concrete Now-or Reroof(Tear-Off) E-2 Non-Insulated,Mach,Attached Base Sheet,Bonded Roof Cover 74-78 5A Cemantitious wood fiber Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 79.80 5B Comentitious wood fiber Raroof(Tear-Off)or Recover A-2 Mach.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 30.82 SC Camentitious wood fiber Reroof(Teat-Off)or Recover B-1 Mach,Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 82 5D Cementitlouewood fiber Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 83 SE Comentitlous woad fiber Reroof(Tear-off)or Recover E-2 Non•Insulated,Mech,Attached Base Sheet,Bonded Roof Cover 83 6A Exlsting gypsum Reroof rear-Of "�Ohde Roo "-"""""-" ( fl A-1 Bonded Insulation,Bonded Roof Covar 84-g8 6B Ett16thog gypsum Raroof(Tear-Off)or Recover A-2 Mach,Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 88 6C Evlsting gypsum Reroof(Tear-Off)or Recover C-1 Mach.Attached Insulation,Bonded Roof Cover 88 6D Existing gypsum Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mach,Attached Base Sheet,Bonded Roof Cover 88 7A Variouus 4 Recover A-1 Bonded Insulation,Bonded Roof Cover 89-94 7B Various Recover F Non-Insulated,Bonded Roof Cover 94 0,; - l NEMO FTC,LLC Certificate of Authorization iI32455 n, Evaluation Report P9290,02,08-R25 for FL3654-R27 02018 NEMO ETC,LLC 7 EDITION(2020)FBC NON-NVH'L EVALUATION Revision 25:09/30/2020 Polyglass Modified Bitumen Roof Systems;(954)233-133p . Appendix 1,Page 1 of 94 uf4NEMOjetc. 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 satisfar.slon of the Authority Having Jurisdiction. 2 Fasteners shall be of sufficient length for the fallowing engagements: D 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, Y 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 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 S-1,C-1,C-2,D-1 or D-Z,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 mid structlral 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;rnd does not purport to address non-wlnd-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 nnantrfacturer s published Instructions, >• Hot asphalt(HA): Pull coverage at 2S•30 lbs/square, Y DuPont INSTA STIK 4ulk Set Insulation Adhesive(D•I5): Continuous 0,75 to 1-inch wide ribbons,12•dnch o.c, p M.B.Fuller Millennium One Step Foamable Adhesive(M-OSFA); Continuous 0.25 to 0,S-Inch wide ribbons,12-Inch o,c. Y H.B.Fuller Millennium PG-1 Pump Grade Adhesive(M-PG1): Continuous 0.25 to 0.5-Inch wide ribbons,12-Inch o.c. l- OMG OlyBond 500(011500): Continuous 0,76 to 1-Inch wide ribbons,12-Inch o.c. Note: OlyBond Green may be used where olyso1fd 500 Is referenced, Y Olyaond Classic(OB Classic): Full coverage at 1 gal/square, Y ICP Adhesive&Sealants Polyset CR-20: Continuous 2.5-3,5-Inch wide ribbons,12-Inch o.c. b Note;When multiple layersis)of Insulation and/arcoverboard are Installedin ribbon-applied adhesive,board Joints shall be staggered. Y Note, The,maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the spedfled ribbons spacing. 7 Unless otherwise noted,all Insulations are flat-stock or taper board of the minimum thickness noted. Tapered polylsocyanurate 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 maybe used as a drop-in for the equivalent thicker material listed In the table, Y H.B.Fuller Millennium One Step Foamable Adhesive(M-OSFA): MDP= -157,5 psf (Min.0.5-inch thick) y H.B.Fuller Millennium PG-1 Pump Grade Adhesive(M-PGI): MDP= -157.5 psf (Min,0.5-Inch thick) Y OMG OlyBond 500(08500): MDP= .45.0 psf (Min,0.5-Inch thick Multi-Max FA-3) Y OMG OlyBond 500(OBS00): MDP= -187,5 psf (Min.0.5-inch thick ISO 95+GL) )o OMG 01yBond 500(OB500): MDP- -315,0 psf (Min,0 5-inch thick ENRGY 31 Y OMG OlyBond 500(08500): MDP= -487,5 psf (Min,0.5-inch thick ACFoam II) d ICP Adhesives&Sealants 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 FM Loss Praw tlon 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 MEMO ETC,LLC Evaluation Report P9290.02.08-R25 for FL1654-R27 Certificate of Authorization#32455 74"EDITION(7020)FRC NON-HVHZ EVALUATION Revision 25:09/30/2020 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-13,30 Appendix 1,Page 2 of 94 �NNEMO I eta'.' ANSI/SPRI WD1,FM Loss Prevention Date 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 date 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. I an surface conditions exist that bring s stem performance Into question,field uplift testing in accordance shall be conducted on mock-ups of the proposed new roof assembly. For bonded t y gY Insulation or membrane over existing substrates in a recover Installation,the existing roof system shall be capable of resisting project design pressures on Its awn 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 prelirnlnarlly 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 LW(C 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 pst, in all cases,the minimum top-coat thickness is 2-Inches, For LWIC over structural concrete,reference Is made to FBC Section 1917.44,Point 1. For"pre-existent"LWIC references,listings were established through testing over lightweight concrete cast using only foaming agent(ASTM C690,water and Portland cement(ASTM C150),with no proprietary additives,In accordance with procedures adopted by Miami-Dade BCCO (FOC 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/ADHESIVOComsir rioNs r4EFERENCE LAYER MATERIAL APPLICATION Bp-AA Base Ply One or Mora plies Pol lass G2 Base,FBC Aperoved ASTiVI D4601,ape II Hat Asphalt at 20-40 (Base and Ply sheets, Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2176,Type IV or VI Ibs/square Asphalt-A pliedi Note, Asphalt-appito sheets or insulation shall not be applied to poly fJfm surfaced membranes, Base Ply One ply Elastobase(sand sand,Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshleld HT PG350 at 2.5.2.0 SOS-CAI Elastoshleld HT G,Elastoshleld HT G FR,Elastoflex V G,Elastoflex V G FR)Elastoflex S6,Elastoflex S6 HP,Elastoflex 56 G,Flastoflex gal/square Cap Ply S6 G FR.,Elastoshield TS G,Elastoshleld TS G FR,Polyfresko G SBS(sand-backed),Po_yfresko G SBS FR(send-backed) w Base F,IV One pl,Elastobase sand/sand,Elastoflex V Elastoflex 56,Elastoflex S6 HP Polyplus 35 at 1.5.2.0 SBS-CA2 Cap Ply Elastoshleld HT G,Elastoshleld HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elnstoflex 56 HP,Elastoflax 56 G,Elastoflex gal/square 56 G FR,Elastoshield TS G Elastoshleld TS 0 FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR sand-backed) Base Ply or Ply One or more plies Elastobase(rand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex S6,Elastoflex SBS-AA S6 HP, lastoshleld HT Hot Asphalt at 20-40 (SBS,Asphalt-Applied) Cap ply Elastoshleld HTG,Elastoshleld HT G FR,Elnstoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elastoflex S6 HP,Elastoflex 56 G, lbs/square Elastoflex Sit G FR,Elastoshleld TS G,Elastoshield TS G FR,Pol freslco G SOS sand-backed) Polyfresko G SOS FR(sand-baciced Note., As halt-a plied sheets or Insulation shall not be applied to al-Am su aced membranes, Base PI or PI One or more Iles Elastobase(sand/ of ),Elastobase pet /poi�' Elastoflex V,Elastoflex.56,Elastoflex 56 HP,Elastoshleld HT SBS-TA Elastashield HT G,Elastoshleld HT G FR,Elastaflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex$6,Elastoflex S6 HP,Elastoflex 56 Torch-Applied (5135,Torch-Applied) Cap Ply G,Elastoflex 56 G FRS Elastoshleld TS G,Elastoshleld TS G FR,Polyfrasko G SBS(poly-film backed),Polyfresko G SB5 FR(poly-film backed MEMO ETC,LLC Evaluation Report P9290.02,08-R25 for FL1651f-1127 Certificate of Authorization I82455 719 EDITION(2020)FBC NON-IivH2 EVALUATION Revision 25:09/30/2020 62018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 3 of 94 ~ay . )NEM0 Dace ME(,4BRANE/AtIHEsiveCOMBINATIONS REFERENCE LAYER MATERIALV~ APPLICATION SBS-SA-H .._.Base ply Elastobase SA Self-adhering (followed by torch•applled sheet)+S,Self-Adtorn Hybrid Svsterrisl Base Ply Orie or mote piles Elastoflex SA V;Elastoflex SA V FR;Elastoflex SA V Plus,Eta flex SA V Plus FR,Elastoflex SA Base HD SBS-SA Cap ply Elastoflex SA P Elastoflex SA P FR,Pulyfefleta Self-Adhering PS,Self-Adhering) Note: unless otherwise noted,permissible membrane substrates for585-SA are limlRed to the S05-5A ease Ply options herein, _ E'lastobase(polp1son!Y or Elastabase(poi/poi), APP-CA1 - Cap Ply Polyflex G FR P0350 at 1.5.2.0 al s uare APP-TA Base Ply or PIX One or more plies Polviglass Base,Polvflex,Pol bond Appli (ARP.,Torch-Ap Iled Ca Pi Polyfiex PolVflex G,Pol ex G FR,Pol bond,Pol bond G Pol resko G,PDI Torch-Applied resko G FR __-Appli_-_ ) PP-SA- Base Ply Polyflex SA Basal Self=e ering(followed (AP,5dW nrin Hybrid Symms) piled Sheet rj Cap PI Pol flex P,Pal flex SA P FR Pot fresko G SA Pal resko G SA FR Pol kool APP-SA ' Note: Unless Otherwise noted,permissible membrane substrates rAPP-SA are l/mfted to the SOS-SA Base Ply options herein Self-Adherin ••(AP.Pr-Self-Adhering) Elastobase fpok/Zandj or Elastobase(poly/•poly)._ 16 Vapor barrier options for Me over structural concrete deck followed by bonded Insulation carry the following MDP limitations. The lesser of the MDP listings below vs.those in Table 3A applies. VAPOR BARRIER OPTIONS;$TRU=RAL CONCRETE DECK;FOLLOWED nY ADHE9IVE•APPLIED INSULATION PER TABLE W OPTION PRIMER _ VAPOR BARRIER INSULATION ADHESIVE MDP III TYPE(NOTE 15) APPLICATION (PSF) C-0-11 PG100 Elastoflex SA V Plus Self-Adherin D-IS or CR-20,12-Inch o.c. -60.0 C-VB-2, PG100 201,101095 Base Torch-oppiled D-IS or CR-20,12-Inch o,c. -75.0 C-0-3. PG100 Elastoflex SA P Self-Adhering D-IS,12-Inch D.C. -7S.D C-VB-4. I P13100 Elastoflex SA P Self-Adhering M-OSFA,12-inch o.c. -157.5 C-VB-S. PGR00 Elastoflex SA P Self-Adhering CR-20,12-Inch o,c. -270.0 C-VB-6. PG100 Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Plus,Elastaflex SA V Plus FR Self-Adhering M-oSFA,M-PG-1,oB500 or CR-20,12-Inch o,c. -29D.0 C-VB-7. PG100 SOS-TA(with sanded-top-surface) Torch-applied M-OSFA,M-PG-1,OB500 or CR-20,12-inch o.c, 1 -290.0 17 The following surfacing may be applied to the Cap Ply without adverse effect an 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 Dlrectory for fire ratings associated with coating usage. SURFACING OPTIONS FOR POLYGrLASS MODIFIED BrumEpt ROOF SYs ms OPTION It SURFACING FLORIDA PRODUCT APPROVAL SURF-1. PG 900 PL10291 SURF-2. PG 600 FL10291 SURF-3. PG 650 FL10291 SURF-4, PG 700 FLID291 SURF-S. _ PG_700 QS - _ _ FL1029.1 SURF-6. T PG 800 FLID291 SURF-7. Poly Pius GO FL10291 MEMO ETC,LLC Evaluation Report P9290.02,08-1125 for r1.1654-11127 Certificate of Authorization#32455 7r"EI](TION(2020)FLOC NON-HVHL EVALUATION Revision 25:09/30/2020 @2018 MEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233.133D Appendix 1,Page 4 of 94 (NNEMO et-C. LP • au :s n u n� s System Deck(Note 1) Primer Roof Cover(Note 15) No. Joint Treatment;'.. Base Ply. ., ply Cap Ply R IDP(per SMI-ADHERING BASE PLY: APA rated, W-208 7/16 CAT, None OSB Joints are covered with 4-Inch wide strips of Elastoflex SA V,rolled Into Elastoflex$A V Plus (Optional)5BS-SA,SBS- SBS-SA,APP-SA, 0.418 In., place to create continuous bond, or Elastoflex SA V 52,5 TA,APP•TA SBS-TA,APP•1'A Exposure 1058 Plus FR W-209 Min,plywood None None.. SBS SA (Optional)SOS-SA,SBS- SBS-SA,APP-SA,Inch plywood TA,APP-TA SBS-TA, P- W-210 Min,15/32- PG100 None SBS-SA (Optional)SBS-SA,SOS- SOS-SA,APP-SA, .97,5^ Inch plywood TA,APP-TA SOS-TA,QPP•TA W 211 Min,15/32• Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus,rolled Elastoflex SA V or (Optional)SOS-SA,SBS- SOS-SA,APP-SA, -97.5 Inch plywood (Optional)PG100 Into place to create continuous bond. Elastoflex SA V PR TA,ARP-TA SBS-TA,APP.-TA W-212 Mill,15/32- POLYBRITE 745 None SBS-SA (Optional)SOS-SA,SOS- SBS-SA,APP-SA, -105,0 Inch plywood or W83000 TA,APP-TA SBS-TA,APP-TA Min,15/32- Pfywaod joints are covered with 4-Inch wide strips of Elastoflex$A V Plus rolled Elastoflex SA V Plus (optional)5 W-213 (Optional)PG100 p + or Elastoflex SA V )SUS-SA,505- 5BS•SA,APP-SA, -135 0 Inch plywood Into place to create continuous bond, Plum FA TA,APP-TA SBS-TA,APP-TA HVORID SybTEMS WITH SELF•ADNEkIna AP.P BASH PLY: W-214 Min,15/32• (Optional)PG100 None Inch plywood APP-SA•H (Optional)AAP TA APP•TA 50.0 ) W215 Min,15/32- Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus,rolled Irish plywood (Optional)PG100 Into place to create continuous bond, APP-SA-H (Optional)APP-PA APP TA -135.0 Rant;SYSTEMS WITH SELF•ADHERINGSOS BASE PLY1 W-216 Min.15/32• None None SOS SA-H Inch plywood (Optional)SBS-TA S05•TA -90.0 W217 Minplywood 15/32- PG100 None Inch plywo SBS-SA-H (Optional)SBS-TA SBS-TA -97.5 Inch W.218 Min,15/32- (Optional)P6300 plywood joints are covered with 4-Inch wide strlps of Elastoflex SA V Plus,rolled SBS-SA-H (Optional)SOS-TA SOS-TA -97.5 Inch plywood Into place to create continuous bond, Mln.15/32- POLYORITE 745 W-219 Inch plywood or W03000 None SBS-SA H (Optional)58S TA SOS TA -105.0 MEMO ETC,LLC Evaluation Report P9290.02.08-R25 for FL1654-R27 Certificate of Authorization#32455 7T"EDITION(toad)RO[NON-HVH2 EVALUATIOrd Revision 25:09/30/2020 @2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems,(954)233-1330 Appendix 1,Palle 37 of 94