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HomeMy WebLinkAboutProduct Approval :Y e' BCIS rt,.T- _ _ US K_g s.r_.O H..^.•To S c.::. �'_rC`3"C: S•2_yi c.ntl_.U' EC IS Sit_Mtp Y U7 XS Se"C^J _ dba1.Product Approval USER:PI--lic User -_>?-- - r CF-L_e-_ > -- --->Application Detail FL FL1654-R27 1� Application Type Revision l �� CFi Code Version 2020 Application Status Apprcved h Comments 79 � Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newpo,tt Center Drive Deerfield Beach, FL 33442 (954) 233-1330 Ext242 malpert@polyglass.corn Authorized Sianatufe Maury Alper malpert@ po!yglass.com ,FILE COPY Technical Representative TECH REP Address/Phone/Email 1111 'Jest Newport Center Drive Dee,-rie!d Beach, FL 33442 I (866)802-8017 uspolyalasstechnica!c•oolyglass.com I Quality Assurance Representative QA REP Address/Phone/Email 1111 West Newpe Center Drive I Deerfield Beach, FL 33442 (888) 410-1375 i uspo'ye'•asstechnlca'._.Dolyglass.com Category Rao;ing Subcategory Mod;fled B.tumen Roo.`System Comolia-ce hieti:od Evaluation Report from a Florida Regis:'=red Architect cr e Licensed Florida Professional Er.o'neer Evaluation Repo—, - Hardcopy Receillved Fiori-43 c-Arc"iiteC.Name wr-lo deve!oped : e Rc terr Eva'uaticr: Repo- , Flc-ida Ucens_ PE-59I66 Q,=- ty Assurance Ent JL LLC 11/07/2022 Validate,. By Io 1?1. Knezevic , PE Va!:da:ion Criec<'iS-- Fiardcooy Rec e •ed" d I Certiicat=_ or Independence FL1654 R27 COI 2020 01 COI NIEMINEN.pdf i Referenced Standard and Year;or Sranda-d) Standard Year ASTM D4501 2012 ASTM D4897 2009 ASTM D6162 2015 ASTM D6163 2015 ASTM D5164 2011 i ASTM D5222 2011 ASTM 06509 i Nis I ASTIiN G155 2013 FM 4470 201a FM 4!74 7g11 L L 1"97 2v'i2 i I Eyl 1valence of Product Stendare; Cartirled By SecuoriS from the Code I I I Product Approval Method Method 1 Option D Date Submitted 10/02/2020 Date V..?,id"ai ced ' /10 04 2020 Date Pending FBC Approval 10/12/2070 Date Approved 12/15/2020 I Summary of Products i J FL# f Model, Number or Name I Description `1654.1 Polygla5s Modified Bitumen Roor j SBS and APP modified bitumen roof systems I Systems Ii j f Limits of Use Installation Instructions Approved for use in HVHZ: No ` FL1654 R27 II 2020 09 30 FINAL Al ER PG MODBIT F1-1654- Approved for use outside HVHZ:Yes i R27.pdf Impact Resistant:N/A i Verified By: Robert Nieminen PE-59166 I Design Pressure: +N/A/-622.5 Created by Independent Third Fay:Ye; Other: 1.)The design pressure in this app!ication relates I Evaluation Reports to one particular asse!.ibly over concrete deck. Refer to the FL1654 R27 A° 2020 09 30 FI`!1L ER PG MODBIT FL1654- ER Appendix for other systems and deck types. 2.) Refer to R27.pdf 1 ER,Section 5 for other Limits of Use. 3.) Refer to FL16717 Created by independent Third Pla,iy: Yes for HVHZ jurisdictions. 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Evaluation Report P9290,02.08-R25 1111 West Newport Center Drive i FL1654-R27 Deerfield Beach, FL 33442 Date of Issuance:02/11/2008 (954)233-1330 Revision 25:09/30/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 71h Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements of the Accredited Qualitly Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product's)changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location's). iNEMO 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 "NEMOletc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. i INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the User by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5, plus a 94-page Appendix. Prepared by: " Robert J.M. Nieminen, P.E. -- _5__ _____.-5WSS Florida Registrotior No.59155, F;orido DCA AN 1933 a I?C t.n ral ly 5: .cn.. I CERTiFICATION OF INDEPENDENCE: ` 1. NEMO ETC, LLC does not have, no. does it Intend to acq°ire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. j 2. NEMO ETC,LLC is not o-v ned,clue.aced or controlled by any company manufacturing or di5tribUtirig products i.evaluates. 3. Robert Nieminen, P.E.does not have nor will acquire, a financial interest in any cornp=_ny manufacturing or distributing products for I which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, no, will acquire, a financial interest in any other entity involves' 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 anyway)the Designer of Record for any i project on which this Evaluation Repoli, or previous versions thereof, is/Vias used for permiiiing or design guidance unless retained soecirically for that purpose. G2018,MEMO ETC,LLC i 1 O., NEMO etc. ROOFING SYSTEMS EVALUATION: z Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: Polyglass Modified Bitumen Roof Systems, as produced byiPolyglass 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. Section Property' Sfandiard i � Year 1504.3.1 Wind resistance FM 4474 2011 1504.3.1 Wind resistance UL 1897 2012 1504.E Accelerated weathering ASTM G155 2013 1504.7 Impact resistance FM 4470,Section 4.6 201E 1507.10.2 Material standard ASTM D4601 2012 1507.10.2 Material standard ASTM D4897 2009 1507.11.2 Material standard ASTM D6162 2015 1507.11.2 Material standard ASTM D6163 2015 1507.11.2 Material standard ASTM D6164 2011 1507.11.2 Material standard ASTM D6222 2011 1507.11.2 Material standard ASTM D6509 2015 Enti Exam Reference Date Entity Exam Reference Date ERD(TST6049) Physicals P10490.10.08-2 10/30!2008 FM(TST1867) FM 4470 3006115 05/02/2001 ERD(TST6049) FM 4470!4474 P13760.09.09 09/10/2009 FM(TST1867) FM 4470 3M2321 07/29/20OZ ERD(TST6049) FM 4470/4474 P13770.09.09 09/10/2009 FM(TST1867) FM 4470 3014692 09/05/2003 EERD(TST6049) F.M.447014474 P30540.11.09-Ri 11/30/2009 FM(TST1867) FM 4470 13014751 08/27/2003 ERD(TST6049) FM 4470/4474 P30550.12.09 12/02/2009 FN1(TST1867) FM 4470 13007170 01/13/2CO4 ERD(TSTE049) Physicals P33950.12.10 12/30/2010 F.M.(TST1867) FM 4470 3019317 06/30/2004 ERD(TST6049) FM.4470/4474 P33970.03.11 03/15/2011 F.M.(TST1867) FM 4470 130707,33 07/30/2004 ERD(TST6049) Physicals P37590.03.13-3A 03/0E/2013 FM(T5T1857j FM 4470/A474 3018332 01/31/2006 ERD(TST6049) FM 4470!4474 PP39580.03.13 OVC•^.!2G13 FM(TST1867) FAA 4470/4/74 3023368 03/20/2006 ERD(T5T6049) Physicals P37590.03.13-1-R1 06/26/2013 FM(TM897) FM 4470/4474 3024594 05/231200E ERD(T5T6049) Physicals P37590.03.13-2-R1 07/01/2013 FM(TST1867) FM 4470/4474 3023458 07/13/2006 ERD(TSTE049) PPhy5ica!s F37590.07.13-2 07/01/2013 FM(TST1357j FM 4470/4474 3030668 09/12/2007 ERD(TST6049) Physicals P37590.03.13-5-R1 07/01/2013 FN!(TST1857j FAA 4470/4474 3032172 06/12/2009 ERD(TST5049) Physicals P37590.07.13-1 07/02/2013 FM(TST1867j FM 4470/4474 304-3631 G4/21/2014 ERD(TST'c049) FM 4470/4-174 P41530.08.13 0 'Gc'/2013 FN1(TST1867i FN1 4470/4474, 3057029 G2/02/2017 ERC(T5T6047; Physicals F4594.G.G'9.13 09/C4l2G13 NEAAO(T5T6C49; Cri;icali^. i =%- 13-•='1'- ='-? 06/23/2018 ERD(TST6049) Ph ys oafs P44370.10.13 ir,,Ir !2013 NWC(TST6043; FM 4474 13-Cc3 C3.13 08/21/20is ERD(T5TE049; Physicals P3952C.09.14-2 09!11/2C14 NENIG(T5T6049 Cricic=_!iri =1111_z 10"G3/2018 ERD(TST60491 FN1-470/-L 74 sc6160M.14 11/10!20i4 NEN10(T5TaC49; ASTNI D4897 _._.G-13-Cct11 13-1 11/15,!2018 ERC(TST6049) Physica!s ?45440SC.G3.15-1 03!31/20i5 NEM0(TST6043; ASTMDEi"e4 I4j' Gi?-:C2.i1.13a 11/28/2018 ERD(TST6N-j -?^ys_as SC517G.C5A5 - 05/0?/2015 NEA.':C(TST6049; RM.4.474 4 G-1--= :` -11/23/2918 - ERD(TST"cGL ) FA.':4 -" `%r•c A;u� 5 =7-. S_n085.0515 G�'15;_��- � -N,0(T5T6:;49 FA.14474 -.�3:-'- Oi/ii/2015 ERD',TSTE049; Physicals SC517012.15 1Z!Z9!Z015 ; NEN':0(T5T6049'; STN:--Cc163 I=5?Y�-13-CCiciIa._ 01/24/2019 ERD(TST60 9; FN.4470/4474 SC9455.15 041101/2015 NEMC(TSTE045, ASTM C-6152 I=5?_"G-13-CG2.v±13-? 01/23/2019 ERD(TST6049) FN1 447014474 FLYG-SC8305.05.16_ 05,117/20116 I NEM=C(TST6C49; FA,1 4474 `_' 13-cc3 C 15 C4lG8/201: ERD(T5TK4.9) FM 4'70/�474 F 5-SC8305.C5.16-2 0:!1 7/20!6 i:E!G (T5T6 ASTi+I Cc 22 I--.. '-- Ca2.C5 1.-C 05/20/2015 ERD(T5T6049 FM 4470!— 7' ?-!C SC1G?15 0715-?a 09,23,1201E N"c:AG(TSTK-43: ASTM De222 �=-'_' 1?-C•7---1-5-C G5/20/201S .RD( S E049' UL 1897 P:YG-SC12025.1G 19 iG/12/201c I NEMG tTSTK49; A_TN1 D5153 I= vG 13-LG2.ci.i3-r 05/20J2019 ERD(I S i 6049i FM 4470!=74 F_!G-SC11475.16 11/17/2016 P c?AC(u:6C43; ASTM 0616 05/31/2019 ERD(TST6049) FAA 4470/4 74 Pt -SC13235.G1 17 Cl117/2017 NEN10(T5T6C49; Cricicaky 45?_YC-13-CL1Cc.15 0?/17/20L ERD(T5T6049) FM 4-70I^� 74 P_YG-SC13920.G5.17 05(30!2017 NEMC(TSTc049y ASTM 0616 1S r0-Cg rg 09/06/2019 ERD(TST11294) FM 4470/4474 ?_fG-a:13545.Cs.17-1 05/30/2017 NE„10(TST5049j ASTM D6164 45:-r;-+a-ccz.c5.+.a 091'06/2019 ERD(TSTli294) FM 4470/4474 ?YG-CL13S-'5 Cc.173 05/30/2017 I NEN10(T5T6043; FAA 4474 = ?cYC-2 r S:v S-Ci A 08,/28/2020 ERD(TST6049) FN!4470/4 74 P:YG-SC13945.05.17 05130/2017 If PR (T5T5878j ?h{sica!s FUSA-062^2-G1 12/04/2007 ERD(TSTc'049) FN!d470/474 F:YG-SC15760.09.17 G9l1i/20i7 Pi(TST5878J Fh�ysicals PUSA-061-02-02 01/28/2008 FM(TST18671 F:M 4470 RV7A7.AM 08104!1994 , PR;(TST5878) Physicals PUSA-0-64-02-02 02/27/2GO8 FM(IST15-67) FM 4470 00--A3.AM G4104/1997 PR:(tSi5873) F.hysicals r"USA-062-G2-02 12/04/2008 FM iTST1867) FM 4470 20CAO.A.M 12'23,11999 PR!(T5T5878) TA5 114 PUSA-i88-02-Gi 02/08/2017 NEN1O ETC,LLC Evaluation Report P9290.02.08-R25 CerciTc:c_cfAur=or>orior.422455 7"EDITION(2020)F8C NON-HVHZ EVALUATION I FL1654-R27 Polyglass Modified Bitumen Roof Systems Revision 25; 09/30/2020 Paea 2 of 5 • I "NEM0 etc. Entit Exam Reference Date Entity Exam Reference Date =M(TST18671 FM 447G 2DA5A 05/22/199 FR (T75 TA5114 PUA-1x3-02- 02/05/2017 /08/2017!l(TST 73) ?5 114 FUSA-138-02-03 02F : : _ d P 53 M (T5T1367) FP+?4470 30-01334 C1/25/20G0 P.R;(n5878) Tx511e. iFUSA-202-02-01 05/17/2017 ;M UST1867) HA 4170 3001334 02/15/2C00 PP1(TST5873} TA5114 PUSA-202-02 02 05/17/2017 FM(TST1857) FIN! 470 3000857 01/12/2000 M-D(CER1592) HVHZ 'arious NOA: Various FM(TST1867) FM 4470 3C,'4G91 01/12/2000 m-D(CER1592) Prep.for Rev. 10-C823 10/12/2010 U_(GLUA9525) Qaa(i,/Can`•rclse-Ace Confirm 09/13/2019 This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in aiccordance with Polyglass USA, Inc, published installation instructions and the Limitations/Conditions of Use herein. TABLE I;ROLL-GOODS FOR MODIFIED BITUMEN-ROOF SYSTEMS 'Material StandaM I Type ( Product Plant(s) Reference � Type Grade Polyglass G2 Base ASTM D4601 I II N/A AL Polyflex SA Base ASTM D4601 I, II N/A j FL Base Sheets Elastobase SA ASTM D4601 j 11 N/A PA Elastovent ASTM D4897 N/A N/A PA Polyglass Base ASTM D6509 N/A N/A FL Polybond ASTM D6222 1 S FL APP,Smooth-Surface Polyflex ASTM D6222 I I S FL Membranes Polykool j ASTM D6222 I ; S FL Polybond G I ASTM D6222 I I G FL Polyflex 6 { ASTM D6222 G FL Polyflex G FR I ASTM D6222 I f G FL Polyfresko G ASTM D6222 j I G NV APP,Granule-Surface Polyfresko G FR I ASTM D6222 I II G NV Membranes �) Polyflex SAP ; ASTM D6222 I I G FL,TX Polyflex SA P FR ; ASTM D6222 I I G TX 1 Polyfresko G SA ASTM D6222 I G I NV Polyfresko G SA FR I ASTM D6222 ;I I ;I G I NV Elastoshield HT i ASTM D6162 III ii S I FL Elastobase I ASTM D6163 1 II S I FL Elastoflex V I ASTM D6163 [ I S I FL Elastoflex SA V I ASTM D6163 I I h S I FL, PA,TX Elastoflex SAV FR I ASTM D6163 I I 11 S I FL, PA,TX SBS,Smooth-Surface Elastoflex SA V Plus ( ASTM D6163 I, I {I S i FL,TX I Memibranzs I Elastoflex SA V Plus FR ! ASTM D6163 I I !; S { FL,TX Elastobase P ( ASTM D6164 I' I 'j S ! FL,TX Elastoflex SA Base HD I ASTM 05164 I 1 ; S j PA,iX Elastoflex S6 ASTM D5164 I', I II S ; FL Polyref(ect i ASTM D6164 1 ,I S I FL } 1 I Elastoshield HT G i ASTM D6162 III G I FL j Elastoshield HT G FR ASTM Do'162 P III Ij G I FL Elastof lex V G ASTM D6163 I I ! G FL, PA { I Elastoflex V G FR ASTM D6163 i I j G j FL, PA j SBS,Granule Surface Elastoflex S6 G ASTM D6164 I G i FL,PA i Membranes Elastoflex S6 G FR ASTM D6164 I i1 G FL I Elastoshield TS G ASTM D6164 I 1 G i FL,TX Elastoshield TS G FR ASTM D6164 ' I !j G FL,TX i I Elastoflex SA P ASTM D6164 I G FL,TX I Elastoflex SA P FR ASTM D6164 I G i FL,TX I I NENIC)ETC,LLC Ev�aluation Report P9290.02.09-R25 C=ri;co:e q`Au:ccrizorior.:32,5 7"EDITION(2020)F5C NON-HVHZ EVALUATION FL1654-RZ7 Polyglass Modified Bitumen Roof Systems j Revision 25:09/30/2020 Page 3 of 5 ` ONEMO etc, 5.1 This is a Building Code Evaluation. Neither NEMO ETC,LLC nor Robert Nieminen, P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions there ef, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions(iie.,Broward and Miami-Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and strluctural member shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 This Evaluation Report does not include evaluation of roof edge termination. Refer to FBC 1504.5 for requirements and limitations regarding edge securement for low-slope roofs. 5.6 Refer to FBC 1511 for requirements and limitations regarding recover installations. 5.6.1 For mechanically attached components over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. j 5.6.2 For bonded insulation or membrane over existing substrates in a re-roof(tear off)or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA- 1,ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.6.3 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its oven merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E9I 7, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.7 Refer to Appendix 1 for system attachment requirements for wind load resistance. 5.7.1 "MDP =Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per,FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 5.7.2 For mechanically attached components or partially-bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressured termined in accordance with FBC Chapter 16. Elevated pressure zones shall employ an attachment density designed by a qualified design Professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet.l-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk` carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020)for Zone 2/3 enhancements. 5.7.3 For assemblies with all components fully bonded in place, the maximum design press lure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is I permitted for these systems. 5.8 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components listed in Appendix 1 that are produced by a Product Manufacturer other than the report holder or, Page 1 of this El✓aivation Report. I I I NENIO ETC,LLC Evaluation Report P9290.02.08-R25 Cer:;, _--e c;.'Au:rc6zc:cn;;32455 7"EDITION(2020)FBC NON-HVHZ EV.A!VATION FL1654-R27 Polyglass Modified Bitumen Roof Systems I Revision 25:09/30/2020 Pa=e 4 of 5 i i UN NEMO etC. Polyglass Modified Bitumen Roof Systems shall be installed in accordance with Pdlyglass USA, Inc. published installation instructions,subject to the Limitations/Conditions of Use noted herein. i As required by the Building Official or Authority Having Jurisdiction to!properly evaluate the installation of this product. Contact the named QA entity for manufacturing facilities covered by F.A!C. Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. UL, LLC—QUA9625; (414)248-6409,karen.buchmann@ul.com -THE 94-PAGES THAT fOLLOW FORM PART OFTHIS EVALUATlONREPORT- I i I I I i I - I 1 I I I NENIO ETC,LLC _ Evaluation Report P9290.02.08-R25 Ce i!tcfe c Au[hcr;ica;r,#32-55 7"EDITION(2020)FBC NON-HVHZ EVALUATION FL1654-R27 Poly lass Modified Bitumen Roo`Systems I Revision 25:09/30/2020 Page_5 of 5 Y i ONEMOjetc. . . . . .• . System _� Rod Cover{(Note 15} Deck(Note 1) Primer MDP'(psf) NO I Joint Treatment Base Ply Pl,y Cap Ply SELF=ADHEQ[Ne BASE PLY: APn rated, El , El Elastoflex SA astoflex SA V Plus 7/1.6 CAT, OSI)joints are covered with 4-inch wide strips of Elastonex SA V,rolled into (Optional)SBS-SA,SBS- SBS-SA,nPP-SA, ,. W-208 None 0.418 in., place to create continuous bond. V TA,nPP-TA SBS-TA,nPP-TA �-�2••, Exposure 1 OSI1 Plus FR W=209 �.Mih.15/32. — — e i -- ---- inch plywood S115- SBS SA APP.-SA, SDS Sn 90.0 ------— • — ;• 'PF'TA, ^— SRS 1A — Min,1'i/32- ----------------------------- — - (Optional)SBS-SA,SI1S- SITS-SA,npP-SA, ------ W 1.10 inch plywood PG100 None SBS-SA 97.5 I Y _ _ TA,nPP-TA SnS=rn,nl P-Tn W-217 Min.15/32 (Optional)PG'100 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, _97.5inch plywood into place to create continuous bond.____ Elastoflex SA V FR TA,APP-TA SRS-TA,nPP-TA ------Min,15/32- POLYRRITr:745 -------•--- - ----- — (Optional)SBS-SA,SBS- SRS-SA,nPP-sn, ---- -------- W7ll inch plywood or WB3000 None SBS-SA 10!.;,0 _ p Y TA,of P-Tn SBS-TA,nPl Tn �lastoflexSnVPlus -- — -------•- --------_.._._ W?13 Min.15/37- O fional PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled (Optional)SRS-SA,sn5- S[1S-SA,APP-SA, inch plywood ( P ) into place to create continuous bond. or Elastoflex SA V TA,APP-TA SBS-TA,APP-TA 135.0 Plus FR HyaRID SYSTEMS.WITH SELF=ADHERING APP BASE PLY: Min.15/37- W 214 inch plywood (Optional)PG100 None APP-SA-H (Optional)APP-TA APP-TA -90.0 Min.15/32- Plywood joints arc covered with 4-inch wide strips of Elastoflex SA V Plus,rolled - — W-21S (Optional)PG100 APP-SAW (Optional)nPP-TA nPP-TA 135.0 inch plywood into place to create continuous bond. HYORID SYSTEMS'WITH SELF-ADHERING SBS BASE PLY: "' d• ''"• ,',. - W 216 Min,1.S/37- None None SBS-SA-H - (Optional)Sf1S-TA SBS-TA ••90.0 inch plywood Min.]5/:i2- W 717 inch plywood PG100 None SBS-SA-1-1 (Optional)SRS-TA SRS-TA -97.5 Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled — — W218 (Optional)PG100 SBS-SA-1-1 (Optional)SBS-TA SRS-TA -97.5 _inch_plywo°d—__—___ __ —into—placee to create-continuous-bond.- !rich 1.5/32 POLY[IwTE 745 W 11.9 inch plywood or WB3000 None SBS-SA-FI (Optional)SRS-rA SBS•-TA ]OS,O 1EM0 ETC,LLC Evaluation Report P91.90.02.08-Ii25 for 1`1_16;4-R77 :ertificate of Authorization 1132455 7"'EDITION(2020)F13C NON-FIVFIZ EVALUATION Revision 2S:09/30/2020 )7.01.8 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix:%Page 37 of 94