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HomeMy WebLinkAboutProduct Approval r+ t intr >i �y+S+ -•r S, `'� :,•nSa3•-t{_?• 1.1 a -„rr•a� 1F.z,'S: �,r,'" ✓ r,at*1�ti�raJs I`r"�r_gv, �� t ftfJiF.t'G (..:?i:`:ice)\�.i ���•>+�3 rc D..4,`'� Y'•• r+1•,n.G'i.f,•'�avA...a.. i�l�'XSJ'- +.��;�: 4ji'-;a�,tYf�{{ .7.,.y r(•S{)r hlI.fr, ;�r�{1 tC\t SB.y;t � j{, .x-S{c-''d.+,..rr�,,._�.•' + i _,�,�rr..'».^c^"'ti ~.�'..' *.r.rJf;�� �yu`'..'ZJ r�'f` L:' vjlMx� r'�!s:'.� c t.F iS7�✓J�. 4�>iI•.! :?."ri Z�l:•fi'(.��c'��)'':.�c,�`:II,.J(+i •_.•;��,;,�,11': YIA� A 'f•Y• ✓" � T �• ,r.111'�t, 'l I � 1�. � !; r,, 1./ ✓r�vj.� h rr• t�.,_�. �,1 FLORIOA,CGPARTMEHP�CF);_ 1,,5?5�,�S�.�c ''! r� �}.!`f,.�.r L7 s.,tit tj� K GIt..}'": trig n...�„a�✓.�ti0 i{' 1_I t �,t`•fa- .`�rJ.rlf�� )���, :`t;w�r.L1 •jJ•�{. r::••^n='�h�� Y, ” a a..,.. �'�` 1.:F• .. i,•'S,f>�+�)�SI -�}^ , iy„. } i.1��t. 1 ,>,k4�r�_}•!� .I "t�yJ,_Seg-.fiy �J.2 - r...=P'' �'�l i�'+lj;,7 Business�q Professional�Regulation� } �•nr�7 f �.r,�,}`••Xhnt,��'i2:t ��,�}� .��{;���. ?+���=r�;�{::�-�_�-�.;j�.� t.:4^}� r 1 a' fr'�'kf M1t rJ•,.. - - ��-�-✓. r' �''s -'r,sJ li/�.}�, s1+} 1 -yJ.-S jl )�?S6i ��t �e �yi •L�. .- .. i - -......__ �tI .'�'i` r,it,�tGs.r'=,{R..,kN�a4;,4jZy,.?i .:,`rt.r .>?cr'x..f:'��ra•R,''....5 "!f.N`.Y4-;`<.,T•...7:.i'SSE..:,'rcI'..?tt7 L?x.r4.+'..'sir .54 :1 O8PRHOeE ABOUCOBDR OBPROIVISIOF{s COIiIAC70BPR r V '►OFFICE6F,TFIE•t'�+;�fS;;p '%SECFtETpRY;i'•'.s- y+t I • L 1': S.. .•.1,i I_.,i ad� 1 ,�=sl i�• ` 1 li P}�i.1 � ' r j'r•pw a� Cfri �r�• rt: G1 �i;y5,�,`.�lj�rfrytif#''� •- 1 \�.i 1 i•.J� l.;•A/�• i ✓,iV i� A1���x4� • y�i.lF�r�ritr.•�� � ��V 1 L.._ �.S.t : { L r N tiJy1t L4{,.� f',I 7 ,h� iJr °�f'�ytt�si 1•"rst. n,fs!'tt�7c"l+s:N+j`4.tqi - T+ ri5 Zy},fY tiS r1S•�t=�3i��1�•i • '05V ;zl. • 1 1 • tit`;,:. .•`.c�f,�`�:Tryi4�u= u. 1 1. Mis- 11r,i 8/27/2019 Florida Building Code-Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/12/2019 Date Validated 08/13/2019 Date Pending FOC Approval 08/17/2019 Summa'.�ofa or dUC(.S:'S:4;�':»trit': 4�•sir ;st�`�•'•�'iIs?�A"�?Cl:�r"o: �'{�- `�?:. S ,i-E:,'i�''•��` :;�ar-a4••'Sr, .���•,`�'"�'�t?i'•• ";:,1.%".,a7xtr.�`2'�;it i.F1 Nl vc%1.Sr_.._.._.t..�.,:.w.c_:.rt.,....�,..a:._o-.._.ifu�..........rr��.�..r:....lL,..,..,..-..,._4.1C�i<_i..._._aJ•z_._........_.....sG.s...��e.��}�1 Number or.Name Description 1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof systems Bitumen Roof Systems �. Limits of Use I Installation Instructions Approved for use in HVHZ:No ( FL1654 R25 11 2019 08 FINAL Al ER PG MODBIT FL1654- Approved for use outside HVHZ:Yes S2J.p�1f Impact Resistant:N/A I Verified By: Robert Nieminen PE-59166 Design Pressure: 4.N/A/-622.5 I Created by Independent Third Party:Yes Other: 1.)The design pressure in this application relates to Evaluation Reports one particular assembly over concrete deck. Refer to the ER FL1654 R25 AE 2019 08 FINAL ER PG MODBIT FL1654- Appendix for other systems and deck types. 2.)Refer to ER, R25.pdf Section 5 for other Limits of Use. Created by Independent Third Party:Yes Contact us::mol Blair Stone Road,Tallahassee Fi,32399 Phone:-050.487.1824 The State of Florida is an AA/EEO employer.Copyright 7007.2013 State of Florida.::E Nacacy Statement::Accessibillty Statement::Rerund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.instead,contact the office by phone or by traditional mall.It you have any'quesllons,.please`contact 850.487.1395.'Pursuant to Section 4SS.275(t), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communtcatfon with the licensee.However email addresses are public record.It you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine it you.are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe NNEMOjetc. `PPENDIX 1:ATTAwMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE TABLE DECK APPLICATION P I DESCRIPTION PAGE 1A 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 5-9 IC Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10-11 SD Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12 IE Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 12-14 1F Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15-18 1G Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 18.22 1H Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 23-28 11 Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 29 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 30-32 2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 33-37 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-1 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 38-39 2D Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Velociflex,Bonded Roof Cover 40.41 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 42-50 3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 50 4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 51-53 4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 54 4C Lightweight concrete New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 55-58 SA Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 59 5B Cementitious wood fiber Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 60 SC Cementitious wood fiber Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 61 SD Cementitious wood fiber Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 61 SE Cementitious wood fiber Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 61 6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 62-64 6B Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 64 6C Existing gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 64 5D Existing gypsum I Reroof(Tear-Off)or Recover I E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 64 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 65-69 7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 69 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. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement: i Wood: Minimum 0.75-inch penetration. i Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. i Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. NEMO ETC,LLC Evaluation Report P9290.02.08-1123 for FL3654-R25 Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 23:08/12/2019 02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233.1330 Appendix 1,Page 1 of 69 NNEMO I etc. 3. Unless otherwise noted,insulation maybe anyone layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof board or mineral-wool roof board that meets the CIA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. 4. Minimum 200 psi,minimum 2-Inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of eq ual or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 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(January 2016). 6. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions. > Hot asphalt(HA): Full coverage at 25-30 lbs/square. > Dow INSTA STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. > Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. > Millennium PG-1 Pump Grade Adhesive(M-PG1): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. > OMG OlyBond 500(06500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced. > OlyBond Classic(OB Classic): Full coverage at 1 gal/square. > ICP 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 coverboard are installed in ribbon-applied adhesive,boord joints shall be staggered. > Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted,all insulations are flat-stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table: > Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick) > Millennium PG-1 Pump Grade Adhesive(M-PG1): MDP -157.5 psf (Min.0.5-inch thick) > OMG OlyBond 500(OB500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3) > OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch thick 150 95+GL) _ OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3) OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-inch thick ACFoam II) > ICP Adhesives&Sealants Polyset CR-20: MDP -117.5 psf (Min.1.0-inch thick) S. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1,FM Loss Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk'carry the limitations set forth in Section 2.2.10,1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 10. For fully bonded assemblies,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted. 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 existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application. NEMO ETC,LLC - Evaluation Report P9290.02.0B-R23 for FL1654-RZS Certificate of Authorization#32455 61"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 23:08/12/2019 ' 02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233.1330 Appendix 1,Page 2 of 69 NNEMO I etc. 14. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced,refer to current LWC Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWC is not referenced,the minimum design mix shall be 300 psi. to all cases,the minimum top-coat thickness is 2-inches. For LWC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent"LWC references,listings were established through testing over lightweight concrete cast using only foaming agent(ASTM C896),water and Portland cement(ASTM C350),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). Unless otherwise noted, 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. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. POLYGLAss ROOF COVERS REFERENCE LAYER MATERIAL APPLICATION BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type If Hot Asphalt at 20-40 (Base and Ply sheets, Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI lbs/square Asphalt-Applied) Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes. Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex 56,Elastoflex 56 HP,Elastoshield HT PG350 at 1.5-2.0 SBS-CAI Cap Ply Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elastoflex S6 HP,Elastoflex 56 G,Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS gal/square G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex 56,Elastoflex S6 HP Polyplus 35 at 1.5-2.0 SBS-CA2 Cap Ply Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex 56 G FR,Elastoshield TS G,Elastoshield TS gal/square G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) 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 56 HP,Elastoshield HT Hot Asphalt at 20-40 SBS-AA Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elastoflex 56 HP,Elastoflex 56 G,Elastoflex 56 G FR,Elastoshield TS G, (SBS,Asphalt-Applied) Cap Ply lbs/square Elastoshield TS G FR,Polyfresko G 585(sand-backed),Polyfresko G SBS FR(sand-backed) Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes. SBS-TA Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex 56,Elastoflex 56 HP,Elastoshield HT (SBS,Torch-Applied) Cap Ply Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex 56 G,Elastoflex 56 G FR,Elastoshield TS G, Torch-Applied Elastoshield TS G FR P- fresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed) Base Ply One or more pile Elastoflex SA V lastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Plus FR SBS-SA Cap Ply Elastoflex SA P,Elasto ex SA P FR,Polyreflect Self-Adhering (SBS,Self-Adhering) - Note: Unless otherwise noted,permissible membrane substrates forSBS-SA are limited to the SBS-SA Base Ply options herein, Elostobose(poly/sand)or Elastobase(poly/poly). PG350 at 1.5-2.0 APP-CA1 Cap Ply Polyflex G FR gal/square APP-TA Base Ply or Ply One or more lies Polyglass Base,Polyflex,Polybond (APP,Torch-Applied) Cap Ply Polyflex,Polyflex G olyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR Torch-Applied APP-SA Cap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G SA P,Polyfresko G SA P FR,Polykool (APP,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates forAPP-SA are limited to the SBS-SA Base Ply options herein, Self-Adhering Elastobase(poly/sand)or Elastobase(poly/poly). NEMO ETC,LLC Evaluation Report P9290.02.08-1123 for FL1654-RZS Certificate of Authorization 032455 6H EDITION(2017)FBC NON-HVHZ EVALUATION Revision 23:08/12/2019 ©2018 NEW ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 3 of 69 *NEMO etc. TABLE 11: DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER Roof Cover(Note 15) System m Deck(Note i) Primer Joint Treatment Y y P y MDP(psi) Base PI PI [a PI APA rated,7/16 W-182 CAT,0.418 in., None OSB joints are covered with 4-inch wide strips of Elastoflex SA V,rolled into place to Elastoflex SA V Plus or (Optional)SBS-SA,585- SBS-SA,APP-SA,SBS- _52.5 create continuous bond. Elastollex SA V Plus FR TA,APP-TA TA,APP-TA Exposure 1 OSB W-183 Min.15/32-inch (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- _90.0 plywood TA,APP-TA TA,APP-TA W-184 Min.15/32-inch (Optional)PG100 None Polyllex SA Base (Optional)APP-TA APP-TA -90.0 plywood W-185 Min.plywood PG100 pG100 None SBS-SA (Optional)SBS-SA,SB5• SBS-SA,APP-SA,SBS- -97.5 TA,APP-TA TA,APP-TA Min.15/32-inch Plywood joints are covered with 4-inch wide strips of Elasroflex SA V Plus,rolled into Elastoflex 5A V or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,5135- -97.5 W-IB6 plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V FR TA,APP-TA TA,APP-TA Min.15/32-inch POLYBRITE 745 or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- 105.0 W-187 plywood WB3000 None SBS-SA TA,APP-TA TA,APP-TA Min.15/32-inch (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into 'Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,585- -135.0 W-188 plywood place to create continuous bond. Elastoflex SA V Plus FR 1 TA,APP•TA I TA,APP-TA W-189 Min.15/32-inch (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Polyflex SA Base (Optional)APP-TA APP-TA 135.0 plywood place to create continuous bond. NEMO ETC,LLC Evaluation Report P9290.02.08-R23 for FL1654-R25 Certificate of Authorization 432455 6t"EDITION(2017)F13C NON-HVHZ EVALUATION Revision 23:08/12/2019 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 29 of 69