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HomeMy WebLinkAboutEvaluation Report; Polyglass Modified Bitumen Roof SystemNEMO I etc. Certificate ofAuthorization.#32455 353 Christian Street; Unit #13 Oxford, CT 06478 ENGINEER (203) 262-9245 EVALUATE TEST. CONSULT Polyglass USA, Inc. Evaluation Rep' ort P9290.02:08=R25 FL 1111 West Newport Center Drive 1654-R27 Deerfield Beach, FL 33442 (954) 233-1330 Date of Issuance: 02/11/20o8 Revision 25:09/30/2020 SCOPE: This Evaluation Report is issued under Rule 03204 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 7th Edition (2620) Florida Building. Code sections noted herein. DESCRIPTIONG POIygIaSs Modified Bit , en Roo Sys a s._ LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Ass herein. urance Agency noted CONTINUED COMPLIANCE: This Evaluation Reportis valid until -such time as the named products) changes, the referenced Quality Assurance or production facility locations) changes, or Code provisions that relate WAN product(s) change. Acceptance of'our Evaluation_ Reports by the named client constitutes. agreement to notify MEMO 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 "NEMOIetc. Evaluated" may be displayed in advertising literature: If any, entirety. portion of the Evaluation .Report is displayed; then :it shall -be done in its 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 sitel at the request of the Building Official. This Evaluation -Report consists of. pa90s l through 5,.plus a 94-page Appendix. Prepared by: Robert J M Nieminen, P.E. b� ri`So � The farsimileseal appearingwasauthorized-byRobert. Florida Registrotlon No, 59166, Florida DCAANE1983 r ;�`++ ' {!. , , ,.+ Nieminen; PtE on 09/30i2020. This does'not serve as an electronically signed document. CERTIFlCATION OF INDEPENDENCE: 1; NEW 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. INEMO ETC, LLC`is not owhed,_operated or'controlled by any company 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'ihe 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`forthat purpose. ©2018, NEMO ETC, LLC ROOFING SYSTEMS EVALUATION: fokEmo I etc. Sub -Category: Modified Bitumen Roof Systems Compliance Statement: Polyglass Modified Bitumen Roof Systems, as produced by Polyglass USA, Inc., have demonstrated 'compliance with the following .sections of the 7th Edition (2020) Florida Building Code through testing in accordance with the following; Standards: Cdrnpliance is sU ect -to" the Installation Requirements and Limitations /Conditions of Use set forth herein, Section Property` . Standard Year. 1504.3.1 Wind resistance FM 4474 2011 1504:3.1 Wind,resistance UL 1897 2012 1504.6 Accelerated weathering ASTM G155 2013 15047 Impact resistance FM 4470, Section,4.6 2016 150.7;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 ERD (TST6049) ERD (TST6049) ERD MT6049) ERD'(TST6049) ERD#( T60,49) ERD (TS76049) ERD (TST6049) ERD (TST6049) ERO(TST6049) ERD (TST5049) ERq (TST6049) ERD(TST6049) ERD(TST6049) ERD(TST6049) ERD (TST6049) ERD(TST6649) ERD (TST6049). ERD (TST6049) ERD (TST6049) ERD(TST6049) ERD (TST6049)' ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049). ERD(TST6649) ERD(TST6049) ERD (TST6049) ERD (TST11294), ERD(TST11294) ERD(TST6049) ERD(T5T6049) PM,(TST1867)' FM'(TST1867) FM (TSTi867) FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4476/4474 Physicals FM 4470/4474 Physicals FM 4470/4474 Physicals Physicals Physicals: ;Physicals' Physicals FM 4470/4474 Physicals Physicals Physicals FM 4470/4474 Physicals Physicals FM 4474 Physicals FM 447014474 FM 4476/4474 FM 4470/4474 FM 4470/4474 UL 1897 FM 4470/4474 FM 4470/4474, FM 4470/4474 FM 4470/4474 FM 4470/4474 FM•44704474' FM 4470/4474' FM 4470 FM 4470 FM 4470 NEMIO'.ETC, LLC Certificote ofAuthorizzntlon N32455 Reference, Date . Entity Exaln :- ' Reference Date,. - :. P10490.10.08-2 10/30/2008 FM (TST1867) FM 4470 3006115 05/02/2001 P13760.019 09/10/2009 FM (TST1867) FM 4470 3012321 07/29/2002 P13770.09.09 09/10/2009 FM (TST1867) FM 4470 3014692 08/05/2003 P30540:11.09•R1 11/30/2009 FM (TST1867) FM 4470 3014751 08/27/2003 P3055D.12:09. 12/02/2009 FM (TST1867)' FM 4470 3007170 01/13/2004 P33960,12:10 12/30/2010 FM (TST1867) FM 4470 3019317 06/30/2004 P33970.03.11 03/15/2011 FM (TST1867) FM 4476 3020703 07/30/2D04 P37590.03.13-3A 03/06/2013 FM (TST1867) FM 4470/4474 3018332 01/31/2006 P39680:03.13 03/04/2013 FMjTST1867), FM 4470/4474 3023369 03/20/2006 P37590:03.13=1-R1 06/26/2013 FM (TST1867) FM 4470/4474 3024594 05/23/2006 P37590.03.13-2=111 07/01/2013 FM-(TST1867) FMf4470/4474 3023458, 07/18/2006 P37590A713-2, 07/01/2013 FM (TST1867) FM 447014474, 3030668 09/12/2007 1`3759103.13-5-91 07/01/2013 FM (TST1867) FM 4470/4474. 3032172 06/12/2009 P37590.07 13=1 07/02/2013 FM (TST1867) FM 4470/4474 31049631 04/21/2014 P41630.08.13 08/06/2613 FM (TST1867) FM 4470/4474- 3057029 02/02/2017 P45940.09:13 , 09/64/2013 NEMO (TST6049) Criticality 45-PLYG-18 001,06.18 06/23/20I8. P44370.10:13 16/64/2013 MEMO (TST6049) FM 4474 44PLYG-18.003.08.18 08/21/2018 P39520:09:14 2 09/11/2014 NEMO (TST6049), criticality 4S-PLYG-1M0L10.28 10/03/2018 SC6160:11.14 11/10/2014 NEW (TST6049) ASTM D4897 45-PLYG-1a 002.11.1sZ 11/16/2018 P454405C.03:15-1 03/31/2615 NEMO (TST6049) ASTMD6164" 4s-PLYG-18-oo2. 1.18.3 11/28/2018 SC5170,05.15 05/08/2015 MEMO (TST6049)' FM 4474 4L-PLYG-18•D03.11:18 11/28/2018 SC8085.05.15 05/19/2015 NEMO (TS16049) . FM 4474 4L-PLYG•18-0D3.01.19 01/11/2019 SC5170.12.15' 12/29/2015 NEMO (TST6049) ASTM D6163' 45-PLYG-18.002.0119-A 01/24/2019 SC9495.15 04/01/2016 -NEMO (TST6049) ASTM D6162 45-PLYG-1s,007 0L19-6 01/25/2019 PLYG-St:905:05.16-1 PLYG-SC8905.05.16-2 05/17/2016 NEMO(TST6049) OM 4474 4L-PLYG-18-003.04.19.-A 04/08/2019 1. 05/17/2016 NEMO (TST6049) ASTM 06222 4S-PLYG-18;002;05.19z 05/20/2019 PLYG-scio i -O ;16-RI 09/23/2016 NEMO (TST6049), ASTM D6222 4S-PLYG-1a002:05.19-a 05/20/2019 PLYG-SC12025.10.16 10/12/2016 NEMO (tnT '049) ASTM "D6163 4s-PLYG-18,002105: 9;H 6S%20/26i9 .PLYG SC11475.16 11/17/2016 NEMO (TST6049) ASTM,D6164 45-PLYG-18.002.05:19 N OS/31/2019 PLYG Sc1323&01A7 01/17/2017 NEMO (TST6049)' Criticality 45-PLYG-1&001.0s.19A 05/31/2019 PLYG-SC13920,05.17, 05/30/2027 NEMO (TS76D49)' ASTM D6164 4S-PLYG-1&002.09.19-1 09/06/2019 PLYG-CTL13945.05,17-1 05/30/2017 NEMO (TST6049) ASTM D6164 45-PLYG-18&002.09:19.1. 09/06/2019 PLYG-CR13945.D117-3 05/30/2017 MEMO (TST6049) FM 4474 4a-PLYG-2D-LSWUS-01.A 08/28/2620 PLYG-SC13945.05.17 05/30/2017 PRI,.(TST5878) Physicals PUSA-062-02=01 12/04/2007 PLYG-SC157-60.0,9.17 09/11/2017 PRI(TST5878) physicals PUSA-061-02=,02 01/28/2008 2W7ATAM 08/04/1994 PRI (TST5878) Physicals PUSA-064,02=02 02/27/2008 03A3.AM 04/04/1997 PRI.(TST5878) Physicals PUSA-062-02-02- 12/04/2008 2DOAO.AM 12/23/1998 PRI (TST5878) TAS 114 PUSA-188-02-01 02/08/2017 Evaluation Report P9290.02.08-I125 7t" EDITION (2020) FBCNON6HVHZ EVALUATION. 1`1.1654•927 Polygiass` Modified. Bitumen Roof Systems Revision 25: 09/30/2020 Pagel of 5 Entity:_, Exam, _ Reference Date FM:(T5T1867) FM>(TST1867) FM 4470 FM 4470 2DW AK 06122A999 PRI (TST5878) TAS 114 FM (TST1867) FPA 4470 3006646i 3001334, OVO4/, 060, P.RI(T5T5676) TAS,114 FM'(TST1867) FM 4470 3001334 0.1/25/2000 02/15/2000' PRI (TST5B78) PRI(TST5878) TAS 114 TAS 114. FM ITST1867) FM (TST1857) FM 4470 FM 4470 3000857 01/12/2000 M=D(CER1592) HVHZ 3004091 02/12/2000 M•D (GER1592)' Prop. for Rev. UL (QUA9625) quality Control NjEmo I etc. Reference 'Date PUSA-188-02-02 02/08/2017 P,USA71M.02-03 02/00017• PUSA-202-02-01 65AW2, 017 PUSA-202=02-02 05/17/2017 Various NOAs Various 10-0823. 10/12/2010 service Confirm 09/13/2018 I MS Ev81U tion..Reporf covers Polyglass Modifled )3 tumen Roof Sy5ten s'instailed in accordance ,with Polyglass USA,,.Inc. published installation 'instructions and the Limitations./ Conditions of Use herein. 11 14BLE:1-ROLL-GO0D5 FOR MODIFIED BITUMEN ROOF`SYSTEMS TYPe Product Material Standard Pant (s)L.. Reference TYPe Grade: Polyglass G2' Base ASTM D4601 II N/A AL Polyflex SA Base ASTM D4601 )) N/A FL Base Sheets Elastobase SA. ASTM ,D4601- II N/A VA Elastovent ASTM D4897 N/A NIA PA Polyglass Base ASTM D6509 N/A „ NJA FL APP,smooth-Surface Polybond ASTM D6222 5 FL Membranes Polyflex ASTM D,622-2 j. S FL P.olykool ASTM D6222 I 5 Polybond G ASTM D6222 I FL G FL Polyflex G ASTM 06222 I G F! Polyflex G FR, ASTM D6222 I G FL APP, Granule -Surface Polyfresko G ASTM D6222 I . G - NV Membranes Polyfresko G FR ASTM.D6222 I G NV Polyflex SA R _ ASTM D6222 I G FL, TX Polyflex SA P FR ASTM.D6222 ) G TX Polyfresko G SA- ASTM D6222 1 G NV Polyfresko,G:SAFR ASTM D622-2 I G NV Elastoshield HT ASTM.D6162 Ilf S FL Elastobase ASTM D6163 I S FL Elast, 'le x>V ;.. ASTM D6163_ 1 S FL > cis oflex w ASTM D6163 I S FL, PA, TX - . LL. Elastoflex SA V FR ASTM, D6163 ) S 'FL, -PA, TX SBS, floth SUT ce Elastoflex SA V Plus ASTM D6163 I S e b a e Elastoflex SAV Plus FR ASTM D6163 ) S FL, TX Elastobase P . . ASTM-D6164 I 5 FL, TX FL TX Elastoflex SA Base:H1) ASTM D6164 I S PA TX Elastoflex S6 ASTM D6164 I 5 Elastoflex 86 HP- ASTM D6164 II S FL FL NV Polyreflect ASTM D6164 I S FL Elastoshield HT G ASTM D6162 III G FL Elastoshield HT G FR ASTM D6162 III ,G FL Elastoflex V G ASTM D6163 I G FL, PA SBS;Eran6le V a1 Elastoflex V G FR ASTM D6163 I G FL, PA Elastoflex S6,G , Elastoflex S6 G FR ASTM D6164 ASTM D6164 I I G FL, PA f "� Elastoshield TS G ASTM D6164 1 G G FL FL,,TX ---• - Elastoshield TS_G FR ASTM D6164 ) G FL, TX stofi ex ' P ASTM D6164 I G Ft, TX ASTM-D616:4 I G FL, TX NEMO ETC, LLC CertifcateofAurhor$ation.7132455 7T"EDITION.(2620)TECNON-HVHZEVALUATION Evaluation Report.p9290.02.08 R25. Pol lass 'Modlfied Bitumen Roof Systems FL2654-R27 Yg Revision 25: 09/30/2026 Page 3 of N.EMO]'etC,, of Rdcord for any project oh,which this: Evaluation :Report, :-or pr or design guidance u.n.less retained §pedfically for that, our pqse.,. 5.2 Count es) Th�p-EVAuation,Report-is' not 'fOFLise.,ihiFBC .High V lo "ZiD e city n0jorlsOictions(i.'e. BrowardandMiamirDade thereof;, is/was. used for, permitting 5.3 This Evaluabon, Re rt irtaihs to above -deck. ,rbof cdmPPnOhts. Roof decks and structural.:rnernbers, shall be in PO s5,L accordance- With, FBC rgq tib Uirements,totfi6�satisfac n.ofth'6- y horit HaVing,Jurisdictioni 5.4 This Evaluation 'Repott oes no classification,Fk' A t include evaluation of fire -Rjeftrto 1505for requirements and limitatiotisre arding g , -rpof.assembly fire '.classificati6n.'Oef&,tofft 2603 for reqAremeh limitations concerning. insulation: 5.5, This. EV0110-atibn Re.por.t'dbes not.include' vilUation,of roof edge term! nation., Wert`00- .1504 5 f'or requitement$ and limitatio'nsre r1#)9pdgqsecurement-fbr low -slope -roofs. ., 5fi Re.ferto Fl3t.-I511-Rk re ujromdnts and limltations�regarding recover ihstallab ions. 5.6.1 For mechanically attached'com rights over or existing roof decks,; shall be tested in the existing clock for withdrawal resistance. A qualifieddesign, professional shall re' low the data� for cOmpgrisbri to the minimum requirements for the sysfem. Testing ,shall ife.in,a.cc6rdah6e withApplication plitatio ANSI/�OAIOX7�orTdstin TAS 294,. C P, n Standard 5.6.2- For - i4ino bondelatim )�ig or membrane.over'�iog:$ubstrOtes.in a reroof (tear,pff)2ot recover installation; or existing roof surface the existing shall examined for compatibility with; the 'adhesive tobeimtbiled. 'If`any surface. Conditions exist ,that -brl0g,,4Vstem. performance into question, fl Id .. uplift totting in accordance WIth..ANSl/tPRI W i,,ASTM t' .,.PO7,,:FIMLotlsPeOvention-bata,,$heL-t.l-5.2'orT.le4tliig,AoplicatI n 0 Standard T.AS,i24shall be:conducted on mock -:ups of the proposed, new roof Assembly., 5.63 For bonded insulation or membrane 'aV r!e !sting substrates in a recover installation: the existing roof system shall e X I . I-_, .be CAOObledf- resisting project d -94190 OfOsdiqs-on its own. ...her..ittoI t'.h-e satisfaction ion of the Authority Ha ving, as docurentedthrough field.uplifttestinginaccotdandowith E967;I�M tots, P'reventiph Data Sli6et, 1.-52'or Testing :Aii0lititli.Dn:Standard TA5124. 53 Referto systorii�pttaChiment requireMitnts n for' Wi daoad resistance; ,5.7 "M DP"- MaximumDesign Pressure result of testing for and reflects :th 'u' Wihd�116.6d.ee�istancebased�ori�allo.wable.Wihd loads; ultimate pi pressure divided by 2 (the, 216 !,margin of safeiy�per FBC 1504i''has already**been. rBC 1609 appliedb Rd to, `determination of design wind _loads:. 'For mechanically attached, components or pailiallV riWbonded the maximum design pressure ,for the pon. selected 'assembly shall meet or exceLad.at--inst the7one'1PRIME-A esikh pressureAeter'mined in accordance with. FEIC 'Chapt6r 16. tle'vatedL pressure zones shall, employ an - attachment attach . ment. density designed by a qualified design professional to resist the elevated pressure -criteria. Commonly 'used.: methods. are ANSI/SPRI WDII FM Loss Prevention Data Shedt.1729,Abofing Application ttandaro, RASI17'and, Roofing Application. -Standard RA5.137, Assemblies marked wth an asterisk* cafrry.the i liMitat Os ' 'set forthiin Section 22.10A of -FM Liiss Prevention Data Aeoti=29 (F -ebe. ua -eh9h— ry,2616)IOr2oneV3h- Qements: 5.7.3 ftr,Osembli6s With'all components fully bondedin place, the maximum d . e ign,ptessUr6 for,the selected assembly ih'aff l metorexceed critical.dbsigojpressure determined -in accordance. with FBC Chapter it permitted for these systems. No rational, analysis is 5.8 All components'In the wi)..f - assembly �shall',haiv -ejoplity�6$sU'Mn.ce� audit in, accordance With F.A.C., Role 6IG26-1. Refer- tothe ,Product Approval of the car-nooihent manufacturer: listed in Appendix i that ace Proo.0cgo-byA Product ManufacturerothOthah the report hblde'ron Page-1oft his EVpluatiowRep'oft., NEMO ETCLLC Evaluation RePort-129290.02;0&A25 -C;?tifr;aie.?f Authorization #32455 r4DITION'(iO26) FiC.NON-HVH -EVA MATION FLIOMA27 P:OlVglas'g:.Mbdified.bitumen'Roof "V -Reirislam25:09/Au/202o Page of 5 .NEMo j etc. Polyglass Modified Bitumen Roof Systems shall be installed` n accordance with, Polyglass USA,: Inc. published Installation instructons,subject.to the Limitations/'Conditions of Use. noted herein. As requiredby the Building QfficiaFor product. Jurisdiction' to properly evaluate the installation of this Contact the. named ,qA entltyIo.r manufacturing facilities' covered b. y F.A.C. Rule 61G20-3 QA req to 5,ection 4 herein for products and production locations having met codified material standards. LLC-QOA9625: (414).24s-6409, karen.buchinann@ul com THE 94-PAGES THAT FOLLOW FORM, PART OF THIS EVALUATION REPORT - Refer NEMO Etc,-LLC certificate of Authorization.#32455 7TM EDITIQN (2020) FBC: NON•HUH2 EVALUATION" Evaluation Report-P0290.02.08-R25 Palyglass Motlifieil Bitumen Roof,SystemFL1654A27s Revision25.09/,30/2020 Pages of 5 1A Wood A4 D Insulation, Bonded Roof Cover io wood New or Reroof (Tear -off) A-2 Mech. Attached Anchor Sheet, Bonded insulation, Bonded Roof Cover ' 1C Wood New, Reroof (Tear -off) or, Recover A-2 Mech'. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6-12 1D Wood New, Reroof (Tear. -Off) or Recover B-1 Mech. Attached Base Insulation„BondedTop Insulation, Bonded Roof Cover 12-14 1E Wood - New, Reroof(Tear•off) orRecover C-1 Mech. Attached Insulation,' Bonded. Roof Cover 14-15 1F Wood New, Reroof (Tear -off) or Recover' D-2 Insulated, Mech. Attach ed.Base sheet;,.Bonded Roof Cover 15;19 1G • Wood New orReroof (Tear -Off) E-2 Non -Insulated, Mech: Attached Base Sheet (nails); Banded --Roof Cover 19.23 1 'l li�ltl�i Wood a New Reroof (Tear -Off) or Recovea r - _ � e Non I 's_Ufafed Mech Attached Base Sheet (screws & plates), Bonded Roof Cover - - Z3 29 z9= s tee 'o[ SfructuYal'concrete New, Reroof Tear-O ( ff) or Recover 8-1 - =-� Mech. Attached-Base'Insulaton Bonded'Top Insulation, Bonded Roof Cover 26 Steel or5trucfural concrete New,. Reroof Tear -off or Recover ( } _, C=1 Mech. Attached;insuletion, Bonded Roof Cover 38 3 2C' Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Base Sheet,.Bonded Roof Cover 44=50 2D Steel, or Structural,concrete New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Velociflex Bonded: Roof Cover3A 51=s3 structural -concrete New or Reroof f) A-1 Bonded:lnsulation, Bonded RoofCoy-r 53-55- 3B Structural concrete New orReroof (Tear -Off) F Non -Insulated,, Bonded Roof Cover S6=68 4A Lightweight concrete New or Reroof Tear -Off ( } A=1 Bonded Insulatlon; Bonded Roof Cover b8 4B Lightweight concrete New orReroof (Tear -Off) A-2. Mech. Attached Anchof Sheet Bonded Insulation, Bonded Roof Cover 69=73 47 4C Lightweight concrete New or. Reroof (Tear -off). { } E-2 Non -Insulated; Mech. Attached Base;Sheet, Bonded Roof Cover 73 SA Cementitious wood fiber Reroof (Tear -Off) A-1 Bonded insulation, Bonded Roof Cover 74-78 5B Cementitious wood,fiber Reroof (Tear -Off) or.Recover A;2 Mech- Attached.AnchorSheet, Bonded: Insulation, Bonded Roof Cover 79.8� SC Cementitious:wood fiber Reroof {Tear -Off) orRecover 8 1. Mech. Attached Base Insulation, Bonded Top Insulation;, Bonded Roof.Cover 80.82 51) Cementitious wood fiber Reroof (Tear -Off) or Recover C-1 Mech, Attached InsulationBonded of Cover 82 SE 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 83 6B Existing.gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor5heet,.Bonded Insulation, Bonded Roof Cover 84-88 `gg 6C Existingrgypsum Reroof (Tear -Off) or Recover 61 Mech. Attacheflnsulation,,Bp— nded Roof Cover 61) Existing gypsum Reroof (Tea-r-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 88 7B Various, Recover F Non -Insulated, BondedRoof Cover 89-44` 94 MEMO ETC, LLC Certificate of Authorization 1$32455 rn Evaluation Report P9290;02c08-R25 for FL1654-R27 7 'EDITION (20Z0) FBC NON-iiVHZ EVALUA7iON Revision 25: 09/30X2020 @2018 NEMO ETC, LLC Polyglass Modified Bitutner! Roof Systems, (954) 233-1330 Appendix 1, Page 1 2020 The following notes apply to the systems outlined herein: f. ONEMO I etc. 1 The.roof system evaluation herein pertains to above-, deck- roof components. Roof decks and structural members shafl be in accordance with FBQre. Jurisdiction: quiremenfs to the satisfaction of the Authority Having 2 Fasteners:shail be of sufficient lengtfi forthe following, engagements: Y 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'ofthe steel deck. Y Structural Concrete: Minimum 1-inch embedment into pilot holein 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, forfoam plastic, FBC Chapter26, when`listalled.withtbe root cover. 4 Minimum 200 psi, minimum.2=inch thick FBC Approved lightweight insulating concrete maybe substituted foe rigid, insulation board for System Types B-1, C-1, C-2, D-1 orD-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 andIstructural concrete deck Ilstings. Roof decks and structural membersshallbe in accordance with FBC requirements to the satisfactionof th'e Authority Having Jurisdiction: This 'Is a wind uplift resistanceallow_ once and. does not u_r ort'to "adds ss non -wind -uplift related;issues, such as deck venting. or. moisture levels within:the LWIC and the'potential effect on.overlying components. p p e 5 Preliminary insufation'attachmerit for'System type D:-Unless otherwise: noted, refer to Section 2:2.10.1.3 of FM Loss Prevention Data Sheet 1229 (February 2020). 6 Unless otherwise noted, insulation adhesive application rates are as follows: Ribbon or bead .widthis at the time ofapplica instructions.- tion; the ribbons/beads shall expand as noted in the manufacturer's published Hot asphalt ("A):. Full coverage�at25-30-lbs/square. DuPont iNSTA-STIK Quik Set:Insulation Adhesive_(D-1S): Continuous 0.75 to 1.inch wide ribbons,. 12-inch o.c. H.B. Fuller Millennium One Step Foamable Adhesive.(M-OSFA): :C6ntinuoW'025 to.5-inch wide ribbons, 12-inch o.c: H.B. Fuilee Millennium PG-1 Pump -Grade Adhesive (M-PG1)r Continuous .0.25.io'0:5-inch wide ribbons; l2-inch o.c. > OMIG.O' lyBond;500 (08500): "Continuous 0.75 to 1-inch Wide ribbons, 22-inch o.c. Note' OlyBond Green may be used'where 013iBond 500 is keferenced; > OlyBond Classic (OR Classic): foil coverage at 1 gal/square. ICP.Adhesive & Sealants PalysetCR-20: Continuous 2.5-3.5-inch wide ribbons, 124nch o.c. Note: When -multiple layers(s) of insulationanglgr eoverboord are installed:in ribbon -applied adhesive, board Joints shall be staggered. Note: The maximum edge distance from the adhesive ribbon to the edge of the'insufation board Yholl be nofkss 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 atthefollowing'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.belowmeets or.exceeds,that listed for a.particular system in the tables, then the thinner. board listed below maybe n'sed;as a drop -in for the equivalent thicker material listed in the table. HA Fuller Millennium One Step foamable Adhesive (M-OSFA): MDP = -157:5 psf (Min. 0.5-Inch thick). H.B,-Fuller _Millennium PG-1 Pump Grade Adhesive,(M-PG1): MDP = =157,5 psf (Min. 0.5-inch thick) OMG:01yBond,500 (09500): -MDP = -45.0 psf (Min. 0.54rich thick Mult)-Max FA73) OMG OlyBond 560 (OB500). MDP = =187:5: psf '(Min. 0.5-Inch thick ISO:95+ GL) OMG OlyBond SOD;(OBS.OD); MDP = -335,0"psf (Min: 0.5•inch thick ENRGY 3). Y 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) 8" For adhered roof insulation and board -size: Unless, otherwise noted, refer to Section 2.2.10.6.2: of FM Loss Prevention Data Sheet 1-29 (February'2020). 9 for mechanicallyattached components.orpartiall,y;bonded insulation,' the maximum,design pressure for the selected assembly -shall meet or exceed at least the Zone 1 PRIME design pressure-d'eterhilhed in accordance witl.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 NEW ETC, LLC Certificate -of Authorization #32455 Tx Evaluation Repbrt P9290.02.08-R25 for FL1654-R27 02018 NENIO ETC, LLC 7 EDITION (Z020} FlfC'NUN-HVHZ;EVALUATION Revision 25: 09/30/2020 Polyglass Modified Bitumen Roof Systems; (954) 233=1330 Appendix 1, Page 2'of 94 ANSI/SPRI WD1; FM Loss•Prevention.Data Sheet 1-29; Roofin A licaiion,Standard�RAS 117 and Roofing Application Standard RAS 137.-Assemblies.marked,with an asterisk" carry the' limitations set forth in (i PP g pP. Section 24.10.1 of FIVI16ss Prevention Data Sheet 1-29.(Februa . 2020) for Zone 2/3 enhancements. 10 tot assemblies with ail components fully bonded; the maximum deslgnpressure:for theselected assembly shall meet:or. exceedcHtkal design pressure determined'in accordance with FBC Chapter 16. No rationaLanalysis is permitted forthese systems. it for mechanically attached components over existing.decks, fasteners shall:be.te.sted in the existing deck .forwithdrawal"resistance. A qualified design professional shall minimum requirements for the; system: Testing and analysis shall be in accordance with AN51/SPRI FX-1 or Testing Appfication'Standard TA510$., g P all revtewthe data for comparison to the 12 :Forbonded insulation or rneinbrane:over existing substrates iha*rerroof (tear QM -or recover installation, ftie'existing deck;or;existing roof surface shall 6ecexa i Installed. if any surface conditions exist:thafbrfngsystem performance lntotquestion; feld' uplift testing Inaccordanceshall be co d' m ned forcompatibilitywith the adhesive to be: insutatiowormembrane over existing substrates in ayecover.installation; the existing roofs stemishafl be:ca a n acted on mock ups ofthe%proposeiJ new roof assembly. For bonded Y " p ble of resisting project design pressures-on'its own, merit to the satisfaction of the: Authority :Having Jurisdiction; asdocumented through field-uplifttesting. Field uplift testing shall be. in -accordance with. ASTM E907, FM Loss Prevention Data Sheet"1-5:2 or -Testing Application Standard TAS424. 13 Refer to FBC 1$11 for requirements and Iimitatlons regard ng, recover installations." For Structural,Concrete'Deck or Recover Ap liCat ons:usin 'S ste Alternatively; an FBCApproved insulation _board orcoverbdarii maybe used as.aseparation.la er. Board rod cE p g -y m Type C=1, C 2, D=1 or D 2;'the insulation is optional: y p u shall be preliminarily attached prior toroofxover Installation (Note 5. herein). Tt eseparator component shall,be dogumented as meeting FBC'1505 and;forfoam plastic, FBC Chapter-26,"when installed with the root cover in Recover applications.; 14 Lightweight insulating concrete (LWIC)-shall be cast.in accordance With` FBC Section 1917 to he satisfactldn:of the Aufhori Havin Jurisdictio CINIGProductA rovalforspecificdeck'constructton:andl'imitations, Unless'.otherwise.noted fo " r ry ` g - n For<systems:wherespecificLWlGisreferenced,refer#ocurrent PP rsystems where specific LWIC.is not referenced, the minimum•design•mix shall be300`pst; .lnalfcases; the minimum fop coat thickness is 2-inches. For LWIC over structural concrete, reference,Is made to. FBC Section:1917Ai1; Point 1. For "pre-existent LWIGr fe " over ii htwei ht coni:e6te,castusin onl foamin a ent ASTM'C896 ,water and Portland cement: ASTM'C150' .With a rences,,Ustmgs wereestablish through.testirig g g g y g. ( ) ( j, no proprietaryadditives, in accordancewith procedures.adopted by Miami -Dade BCCO (FBC CER1594. Use of these listings in new construction ogre-roof(tear=off) applications -is of the discretion of the"Designer or Record and Authority Having; Jurisdiction. 15. For bonded,membrane applications, unless otherwise noted, refer to the`foilowing. REFERENCE, " . U ES,IVE OMBINATIQNS " .,:BP APPLICATION r more,plies Polyglass:G2 Base, FBC ApprovedASTM D.4501; Type:11 AA (Baseand ON sheets yNote: r more pliesPoiyglass PIyIV Polyglass Ply Vl;. FBC Approved ASTM D2178, Type Iv or VI Hot;Asphaltat 20-40.Asphalt-Applied} ..ltappliedsheetsor7nsulationsiidAinotbeappliedto"polyrumsurfacedmemb►anes: Ibs/square. lV,Elastobase (sand/sand); Elastofl'ex.V,.Elastofl6k S6, Elastoflex S6:HP, Elastoshield H1 SBS-CAI Cap -Ply Elastoshield HT G, Elastoshield HT G, FR; Eiastoflex V G, Elastoflex,V G FR, Elastoflex 56, Eiastoflex 56. HP, Elastoflex S6 G;. Eiastoflex PG350 at 1.54.0 S6 G; FR,,Elastoshield TS G,.Elastoshield TS G FR, Polyfresko G SBS (sand -backed}; Poly(reska G SBS FR;(sand-backed): gal/s'quare Bese'Ply, One ply-Elastobase"(sand/sand), Elastoflex:V; Elastoftex S6, Elastoflex S6,HP SBS-CA2 Cap _Ply Elastoshield HT G, Elastoshield HT G FR, Eiastoflex V :G, Eiastoflex V G `FR Eiastoflex 56;-Elastoflex:56 HP, Elastoflex 56.G; Elastoflex Polyplus 35atr1.5-2,0 56 G':ER, Elasfoshield TS G, Elastoshield,TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) gal/square BasePly or Ply One or morephesElastobase (sand/sand orpoly/sand(;-Elastobase P (sand/sand or poly/sand), Elasfoflex:V; Elastoflex S6; Elastoflex -AA F S6 HP, Elastoshield HT ; Aspfialt-Applied). Cap Ply Elastoshield"HT G, Elastoshield HT G FR, Elastoflex V; Elastoflex V�G,.-Elastoflex V _G FR,.Elastoflex 56; Elastoflex 56:HP; Elastoflex'S6 G- _ . Elastoflex 56 G;FR, Elastoshield TS G, Elastoshield TS G FR, PolyfreskaG SBS (sand=backed), Pofyfresko Hot -Asphalt a 20 40 t Ibs/square Not Y . G SBS FR.(sand-back_ ed} As hclt-a lied sheets or Insulation shall not be appl ed td P pP rfaced•membranes: li SBS-TA Base Ply or P1 of One or more plies Elastobase (sand/poly); Elastobase flex V; Elastoflex S6; Elastoflex S6 HP,.Elastoshfeld:HT Erlasto (SBS,;T.orch-Applied) Cap Ply Elastoshield HT G; Elastoshield HT G F,R, Elastoflex V;•:ElastoflexV G,'Elastoflex V G FR, Elastoflex 56; ElastoflexS HP„Elastoflex'S6 G; Eiastoflex S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (poly-film;backed),'Polyfresko To G"SBS'FR (poly =film backed) tp y MEMO ETC, LLC Certificate of Authorization #32455. ®2018 NEMO ETC, LLC 7T""EDITION (2020) FOC NON-HVH9 EVALUATION Polyglass; Modified Bitumen Roof Systems,(954) 233-1330 Evaluation Report P9290.02.08-R25 for AIS44W Revision 25;:09/30/2020 Appendix 1; Page 3-of94 aCi REFERENCE_ LAYER SBS.SA-N' Base PI%� Elasfobase.SA 158S;5eff-Adhednn HJ6rid`'Sva..a.a ore 'CaOL Ply- I Polyflex-G F.R ^rN r=ur Lap eIy Folytlex; Polyflex�G;=Polyflex-Gf FR, Polybond, Polybond G, Polyfresko'G, Polyfresko G FR Torch -Applied APP-SA-H tAPa,Self-Adnednc,HybrrdsysfeMs) Base, Ply ,Polyflex SA"Base Self-adheringi Yf ay;torch-appli (APP; Self Note: Unless otherwise noted permissibfe'rnembrane s lyfresko G SA FR; PolykooF APP.-SA Cap PolyflexSA.P, Pol Iex.SA P�FR, Pol resko G SA Po g) ubstrates for APP SA arei ibited to the SeS-SA"Base Ply options herein, Self -Adhering Elostobase•(poly/sand) or Elastobase ('poly/poly). . 16 Vapor barrier options for use over structural concrete deck followe&byybonded insulatiomcarry the following MDP limitaiions. 'The lesser of the MDP. listings below vs. those `in Table Mapplies. OPTION C V8-1 C VB 2. C-VB-3. C-VB;4. C V8e5. C-VB-b. C-VB""-7t PRIMER.- P.G100 1PG.XQ0 PG100. - PG100' PG100' PG100- - PG106 NWClta IfYSU CATION -PER VAPOR BARRIER - TABLE3A F INSULATION ADHESIVE MDP., {PSF) 7YPE_(NOTE 15) ,' Elastoflex SA'-V plus Polyglass Base: Elastoftex.SA P Elastoflex SA P Elastoflex SAP Elastoflex.SA V Elastoflex SA,V FR, Elastoflex SA V Plus; E[astoflez•SA V Plus<FR_ SBS-TA (with sanded -top -surface) APPLICATION Self -Adhering Torch -applied; Self-Adlieiing Self -Adhering Self=Adhering ,. Self -Adhering Torch -applied O IS orCR-20, i2-inch o,c 60A D-IS or CR 20, 12-inch O.C. D-IS,12-inch a:c. -75I0 %osFA,124nch o;c. -'157.5 ' CR 20,1Z-inch o.c. M OSFA, M PG-1, OB500 or.CR-20, 12-inch o.c: 270.0, Z90.O M 05FA; M-PG-1, OB500 orCR20, 12-inch a.e -290,0 17 The following surfacing -may be applied to the -Gap Ply withoutadverse effector th&system wind load performance.. Referto.current F or Pro for application hmitations.and a Roofing Materials Directory for`fiie'rat ngs associated With coating usage. l da d uct Approval for approved Polyglass,and KM Coatingssroof coatings SURFAGIN6.UPTIONS fQR>POI YGiIASS MO DIF1EDr'BlTl1MEN RQOF SYSTEMS,.; OPTION# SU11 RFACING FLORIDA`PRUDUCTAPPROVAL. SURF-1. PG 300,. FL10291 . SURF-2. PG'600. F1.10291 SURFS. PG,650 _ FL10291 SURF-44. PG 700 FL]0291 SURF-5.._ P15 700:QS FL10201 SURF-6, PG,800 FL10291 SURF---7. POlyplus 60 FL10291 :NEMO f' C„LIC Certificate of Authorization#32455, ©2018.'NEMO'ETC, LLC 7"H EDITION (2020) feC'NON-IiVHZ EVALUAYION Polyglass Modifled Bitumen Roof Systems; (954) 23371330 Evaluation`Report P92-90.02.O&R25 for FLE654-R27: Revision 25 09/30/2020 Appendix 1, Page 4 of 94. _ SURFACING;OPTIONS'FOR.PoLVGLASs Mnn�ricn i2ir�innenr'Qnne c.:�r�:.i, 777 OPTIONft SURFACING'. FLORIDAPRODUCTAPPROVAL, SURF.-8: Polyplus 65 FC10291 SURF-9: :POIyBrite�60-F.0 NOA 10-0611.01 SURF-10t PolyBrite.70' FL10291 SURF-11. PolyBrite 76 QS FL10291 SURF-12. PolyBrite 75 FC10291 SURF=13. PolyBrite 71 HS'' FL10291 'SURF-14. PolyBrite 90 FL10291 SURF=15.. PolyBrite,90.1 NOA 19-0610.02 SURF46 , P61 Brite 95 FL10291 SURF-Y71 PolyBrite 95.1, NOA'19-0610.02 SURF-18. KM'Acry1.15 FL21409 . 5URF-19 KM"Acryl"15'C!S FL27409 . SURF-20- KM Acry125 FL27409 SURF421. KM Acry' I'25 $S FL27409 SURF-22:. I KM Acry140 HS. FL27409 SURF-23: KM Acry185 FL27409 SURF-24. I KM`PS#250 _ fL27409 S1.1110-25. 1 KM`PS4220 FL27409 SURF-26. j Turbo -Set, FL10291 18 "MDP" `=' Maximum Design Pressure is the result oftesiing for wind -load resistance based;ori allowable Wind loads. Referto FBC 1609 for determination of design mindloads, Base insulatron La er Sy,Stem. Deck' y. % 'TopJnsul No (NotType_ Attach - Notes5;7 8) SELF-ADHERING_BASE PLy: - Min.. 15/32- Mln.1 5-inch Polytherm, ACFoam'll,•Polytherrim - {Optronal) additional W-1 inch G, ACFoam III, ENRGY-3; Poi herm H, H=Shield, Yt D-IS, M-05FA, layers(s) of base Plywood H-Shield CG;-Multi-Max FA3 OB500 or CR-20 gnsulation• HYBRIDSYSTEMs WITH'SELF-ADH,ERINGAPP BASE PLY: ' • " Min .'15/32- Mip-.15-inch Polytherm, ACFoam.11=H!'Shield, 1N-2 inch G, ACFoam III; ENRGY=3 Pol therm IS; M-OSFA,y =Ia�y.ers(�)df plywood H-Shield CG, Mufti -Max FA3 orCR 20 iYBRIO SYSTEMS W ITH $ELF -ADHERING SBS.BASE'PLY Min.15/32- Mim 1.S Inch.Polytherm,ACFoam II, Polytlierm 1 (Optional) additional W 3 inch G, ACFoam III,'ENRGY-3; Polytherm H, H-Shield;, D IS, M OSFA, Iayers(s) of base' plywood H=Shield CG,.Mu1ti-Max FA3 00500.or CR-20 insulation NEtMO ETC, LLC Certificate of Authorization #3Z455 02018 NEMO ETC, LLC I f. .0NEMOletc 11C10n Layer Roof Cover (146 - A5) Attach....NIDP (Notes 6,7,8j Base PIY Ply " Cap Ply (00), DAS, M-OSFA, SBS-SA (Optional)SSS-SA, 5B5- APP-SA, 08500.or- CR-20 TA,APP-TA ES6STA,.APP-TX ' 52:5 D-IS, M-OSFA, F52.5: 0B500 or CR-20 APP-SA-H (optional) APP-TA APB -TA D IS,, M-OSFA; 0B500 or CR=20 SBS-S'A-H 7'" EDITION (2020)_F43C NON-HVHZ EVALUATION Polyglass Madified Bitumen Roof Systems;'(9541"233-133o (Optional) SBS-TA. I SBS-TA I -52.5` Evaluation Report P9290:02;08-R25 for FL16S4-1t27 Revision 25: 09/30/2020 Appendix 1, Page'5 of;94 IVEM®� Ctr.. No. Deck:(Note1) Pittner - R06 Cover (Note 1S) SELF"ADHERING BASE PLY: ; Joint Treatmerrt - .Base Ply Ply Cali, Ply MRP.,(psf). APA rated, 7/16 CAT, W-208• None ::::rp B joints are covered with 4-inch wide strips of Elastoflex SA V, rolled into Elastoflex SA V Plus 0 418 in:, ce to create continuous bond. or Elastoflex SA-V (Optional) SBS-'SA, SBS- SBS-SA; APP-SA; Exposure 1 OSS Plus FR Tx APP-TA SBS-TA, APP-TA -52.S W-209 Min, 15/32- inch plywood None one SBS-SA (Optional) 5B5-SA, SBS! SBS-SA; APP-SA, Min. 15/32- W-210 TA,,APP-TA -SBS-TA, APP-TA -90'0 Inch plywood PG100 None SBS-SA (Optional) SBS-SA; SBS- SBS-SA, APP.SA„ Mm.,15/32- W-211 inch plywood (Optional) PG100: Plyy'ood`joiritssre covered"with 4-inch wide strips-of;Elastoflex SA V Plus, rolled _ ElastoflexSA Vor TA, APP-TA (Optional) SBS=SA; SBS � 56S-TA,.APP-TA SBS -97 5 t 32- PO B iE into place to create continuous bond. Elasfoflex SA V FR TA, APP=TA SA, APP-SA, S@ A, APP-TA -97,5 B3C 0 ..V. None SB Optional} SBS-SA, SBS- TA APP-TA + S S-S 'APP.-SA, S Aj APP_ TA IVIm 15/32- W-213 (Optional} PG100' o PIod�joints y are with 4-inch wide strips of Elastoflex SA V Plus,. rolled Elastoflex SA V Pius .. �o inch plywood into place,to create continuous bond. or'ElastofiexSA V (Optional) SBS-SA,-SBS- SBS-SA_, APP-SA, HYBRID, SYSTEMS WrrH.SECF-ADHERING APP;BASE PLY:•` - Plus FR• _ TA APP TA - - SWTA, APP TA 135.0 W-214 InchPlywood(Optional) PG100 None . APP-SA-H (Optional) APP-TA APP-TA -9040' Min 15/32- W-215 (Optional PG100 ) ywoo joints are covered with 4-inch Plywood 1 wide strips of Elastoflex SA V Plus, rolled Inch plywood into lace to create'continuous bond. APP-SA-H (Optional) APP-TA APP TA -135.0 HYBRID SYSTEMS WITH SELF ADHERING SBSBASE PLY ,•:,z - ^ - Min. 15/32- W-226 inch plywood one None SBS-SA,H (Optional) SBS-TA. SBS-TA 90.0 1N-217 Min.15/32- inch plywood P6100 - None SBS'-SA-H (Optional)SBS-TA SBS-TA W-218 Mih-15/32- (Optional) PG100 Plywood.joints,are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled _97;5 inch plywood p Y into -place to create continuous bond. SBS=SA-H (Optional) SBS-TA SBS-TA _97,5: Min.15/32- VIl-219 POLYBRITE 745 incirplywood orWB300D None SBS-SA,H (Optional) SBS-TA SBS-TA -105.0 NEMO ETC, LLe Certificate of Authoriiatlon #32455 ffl Evaluation Report P9290:02.08-R25 for FL1654=927 ©2018 NEMO ETC, LLC 7 .EDITION (2020) FBC NON-HVHZ EVALUATION Revision 25:09/30/2020 Polyglass Modified Bitumen Roof -Systems; (954) 233-1330 Appendix 1, Page 37of 94 t I