HomeMy WebLinkAboutPRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEMS Florida$uiiding Code Online 2/16/21,4.37 PM
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FL# FL1654-R27
Application Type Revision /�p®
Code Version 2020 CODE COMPLIANCE
Application Status Approved ST. L�CIE COUNTY
Comments '�"' BOCCO!4��
Archived
Product Manufacturer POLYGLASS USA
Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954)233-1330 Ext242
malpert@polyglass.com
Authorized Signature Maury Alpert
malpert@polyglass.com
Technical Representative TECH REP
Address/Phone/Email 1111 West Newport Center Drive
Deerfield Beach,FL 33442
(866)802-8017
uspolyglasstechnical@polyglass.com
Quality Assurance Representative QA REP
Address/Phone/Email 1111 West Newport Center Drive
Deerfield Beach,FL 33442 "
(888)410-1375
uspolyglasstechnicai@polyglass.com
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 11/07/2022
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL1654 R27 COI 2020 01 COI NIEMINEN odf
Referenced Standard and Year(of Standard)
https://www.floridabuilding.org/pr/pr_app dti.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhNlxQbXaKmD3x9HiyOAYxuQ%,3d%3d Page 1 of 3
Florida3uilding Code Online 2/16/21,4:37 PM
c
Standard Year
ASTM 04601 2012
ASTM D4897 2009
ASTM D6162 2015
ASTM D6163 2015
ASTM D6164 2011
ASTM D6222 2011
ASTM D6509 2015
ASTM G155 2013
FM 4470 2016
FM 4474 2011
UL 1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/02/2020
Date Validated 10/04/2020
Date Pending FBC Approval 10/12/2020
Date Approved 12/15/2020
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FL# Model,Number or,Name ', Descrip#ion
1654.1 Polyglass Modified Bitumen Roof SBS and APP modified bitumen roof systems
Systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL1694 R27 I1 2020 09 30 FINAL Al ER PG MODBIT Li 654-
Approved for use outside HVHZ:Yes 2R 7.odf
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5 Created by Independent Third Party:Yes
Other: 1.)The design pressure in this application Evaluation Reports
relates to one particular assembly over concrete deck. EL1654 R27 AE 2020 09 30FIAL EP PG MODBIT FL1654-
Refer to the ER Appendix for other systems and deck R27.pd
types.2.) Refer to ER,Section 5 for other Limits of Use. Created by Independent Third Party:Yes
3.) Refer to FL16717 for HVHZ jurisdictions.
Contact lls::7601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cooyri ht 2007-2013 State of Florida-::Privacy Statement::Accessibility Statement::Refund 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 mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section
455.275(1),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 communication with the licensee.However email addresses are public record.If 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 if you are a licensee under Chapter
455,F.S.,please dick here.
Product Approval Accepts.
®ER�
https://www.floridabuiiding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhNlxQbXaKmD3xgHiyOAYxuo%3d%3d Page 2 of 3
t
ONEMOletc.
TABLE DECK- APPLICATION .TYPE 'DESCRIPTION PAGE
1A Wood Newor Raroof(Teer-Off) A-1 Bonded lnsulatbn,Bonded Roof Cover 5
10 Wood Now or Rercof(TmrOff) A-2 Mech.Attached Anchor Sheet,Bonded lmuledw,Bonded Roof Cover 641
lC Wood New,Rerod(Tea-M or Recover A-2 Mech,AtmchedAnchor Sheet,Bonded Wulahon,Bonded Rod Cover 11-14
1D Wood New,Rerod tr—affl or Recover B-1 Mech.Atmched Base lnsulatlon,Bonded Top lmulatbe,Bonded Roof Cover 14-15
1E Wood New,Rerad(T—Off)or Recover C-1 M.h.Attached lnculMlon,Bonded Rod Cover 15.19
IF Wood New,Rerod(Te—OM or Recover D-2 I—I.Ied,Mech.Attached B—Sheet,Bonded Rod Cover 19-23
1G Wood Nowor Reroof(Teer-Off) E-2 Non4..Iate4Mech.Attached Be.Sheet(neRs),Bonded Rod Cover 23-29
IN Wood New,Rerod(Tear fq or Recover E-2 NoMnsulded,Mmh.Attached Base Sheet(scr—&plates),Bonded Roof Cover 2936
II Wood Newor Re...f(Tear-oN) F Non-Imulded,Bonded Roof Cover 37
7A Steel or5tructural...to New,Rerod(T.,W)or Roeowr B-1 Mech.Attached Base lnsubtion,Bonded Top lmulatbn,Banded Rod Cawr 38.43
28 Steel or Stru cal oomete New,Rend Clear-M or Rttover C-1 Moth.Attached lnsulnlon,Bonded Rod Cover 4450
2C Steel or Structures concrete Naw.Rerad(Teer47ff)or Recover D-2 Imubmd,Mach.Attachad Base Shaat Bonded Rod Cover 51.53
20 Steel or Sims ml concrete Rem Rened(Teer-Off)orRRover .2 Imubled,Mech.Attedted Vel.ifiee,Bonded Rolf r 53-55
ud 3A Struml cancnete Newor Reroof(reer-OR) A-1 Bonded liuulatbry Bonded Rod Cover 56-68
30 Structural concrete New or Reroof(Tear-Off) F NOMmulated,Banded Roof Cover 68
4A UghM lsht concrete Now.Ramof(re—off) A-1 Banded Imubtbn,Bonded Rod Cover 69-73
4B Ught lght concrete New.Rerod Crean-Off) Ad Mech.AttachedAneh.Shea,Bonded Insulation,Bonded R.fCover 7337
4C Ughtvmlght toncrde Neworllan.&Tam-OR) E-2 Non4mulded,Mech.Atmched Base Sheat,Bonded Rod C— 74-79
SA Co-Mltlouswoodfiber Remd(T.r-Mq A-1 Bonded lnalatbn,Bonded Roof Cover 79-N
58 CementRlaus w..d film, Remof(rear-OM of Recover A-2 M.h.Attached Arch.She.,Bonded I.M.U.,Bonded Roof Cow, ao-82
Sc CemantMous wood fiber Roraaf Rear-OM or Reoover B-1 Mech.Attached Base ImuWIM Bonded Top Insuletbn,Banded Roof Cover 61
5O Cammntitl.n wood fiber Rmoof(T.r.OM or Rocoyer 61 Mach.Atmehed lnsulatlon,Bonded Rod Cover 63
SE C..—Idaus wood fiber R—of(re-"or Remwr E-2 NoMns M d,Mech.Attached Baca Sheet,Bonded Roof Cover 33
6A Ealdbggypsum Re—f(T. -Offf A-1 Boadedlmulatbn,Bonded Roof Cover 8438
68 E8ldbggypam Raroof fr.,-OM or Ramwr A-2 Mech.Attached Anchor Shed,Bonded lns.W n,Bonded Rod Cover 68
6C Esidinggypsum M=f CT—Of)or Recover C2 Mech.Attached lmuldlon.Bonded Rod Cover 6s
6D E8 tnggypsum Remd(TeerOM or Retowr E-2 NoMnsulmed,Mech.Attached Base Sheet Bonded Red Cowr 68
7A Vari— Recover A-1 Bonded lnwIst ban,Bonded Roof Cover 8594
70 Venom R..— F N.4nsuWed,Bonded Roof Cawr 94
NEMO ETC,LLC EwI—I n Repoft P9290.02.08-R25 for FL3658-R27
Certificate of Authodmtion#32455 7s'EDITION(2020)FOC NON4iVt2 EVALUATION Resbion 25:09/aDIM20
02018 NEMO ETC,UC PMT Modified Bitumen Roof Sydoms•(9S4)233-1330 Appendla 1.Page 1 of 94
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ThefdIewing—sptflethe systems outledhembu
1 The roof system rvaluatlon heroin pertains to abowclack rod components.Rod decks and structural man bees shell be In eceordenee with FBC requirements to the setitlactlon of the Authority Having
lurtsdNon. ,
2 Fasteners shall be of sufficient length for the following engagements:
> Woad Deck: Minimum 1-Inch plywood Penetration m wood plank embedment.
> Steel Deck Minimum 0.75-lachrmal Penetation and engage the top flute of the steel deck.
➢ Stmeum Concrete Minimum l-hch embedment Into pilot hole In accordance with published lmeallatlon l.tmctiam.
3 Undoes otherwise noted,Irsulatim may be any arc layer or combination of FBC Approved(Local or Statewide)hoard(s)that meet FBC 1505 and far foe.Plastic,FBC Chapter 28 when batelld with the roof
C.mr.
4 Minimum 200 psL minimum 24mh thick FBC Approved lightweight insulating mmcrete may be substituted for dgld Insulation board for System Types B-2,C-2,C-2,D-1 or 6b whereby fasteners am installed
through the Ughtvrelght Insulating concrete to engage the structural deck The structural dackshaR be of equal or greater type,thickness and strength to the steel end'structunito rct.deck listings.Roof
decks and structural members shall be In eccordarxe with FBC m1phar ads to the Mead an dthe Ataherlly Having Jurb Motion.This b a Wind wits resistance allowance and does net purport to add less
non-wNtd-uplat-related blues,such m deck mrsdeg or moomm Immix within the LWIC and the potential effect on owrlying components.
5 Preliminary imu bU-attachment far System Type D:Unkas otherwise toted,refer to Section 2.2.10.13 of FM loss Prewsticn Data Sheart1-29(February 2020).
6 UrJ=otherwhanded,imulatlmadhniv.xpplicelonmtnamnfollows.Ribbon or bead width is at the tMeOf application;the rlbbole/baeds shall expandas noted In the manufacturers published
Imtructiom-
D Hotwphak(HA): Fullmw.9.M2530lb1/square
D DuPont INSfASnKQuik ShcmulW.A&esiw(DIS}. CorNnuosa 0.75 to 1-Inch wide dbbons,22-imh o.e.
> H.B.Fuller Millennium One Step Foamed.Adhnlw(M-OSFAh CoMinuon 0.25 te 0.5-Inch wide ribbons.l2anch o.e.
> W...FutlyliRennium PG-1 Pump Grade Adhesive(M-PG1): Continuous 0.25 to 054nch wide ribbons,12aneh o.e
> OMG Olygoad SM(08500]b Continuota 0.75 W 1-Inch wide dbbons,12-Inch o.c.N:te.Oydord Green maybe used where 02amdSCO Ls njermced.
D oHgand Classic(08 Classic); Fullcowrageatlgal/squme.
D ICPAdhnlva&Seelarm Palyset CR-20. Continuous 2.5354Mch wide ribbons,12-inch e.e
D None.When mdUp/aleyers(sJoJlnsukrtlonmyarmverboosdore lnstdNdin rlbbmopPOedadhnivm,bmdldda shogbestoBOered.
> Nde:Themmdmam dgedistancalmm throdheskeribbon to the edge ofthe lesubebn bo.rdsha0 ben.tleas than me-hoVthaapac(flddbbmssPodrg.
7 Uniea olherwae noted,9ll lnsuiatl.re ereflatetockorteper board of the Mnlmum thickness ndd.Tapered polylsoryam ate atthe fo[IovAP thlckmux llmi.tlms may he subrtittrtd with the forming
Murnum Design Pmxsum(MDP)dmitatlore.In no case shell these values be used to'Increaso'the MOP losing;In the tablm;rather if MDP Hitting below meats areacecls that hmal for a partkWaraystem In
the tsbim,then lha thlnnn board ILtted below may bit used as a dmp-le for the aquiwkm thicker mnerkl b d in thauble.
D H.B.Fuller Millennium One Step Foemeble Adhashe(M.OSFA): MDP=d57.5 psf(MIn.0.5-Inchthisk)
D H.B.Fulk:rM Ill
annium PG-2 Pump Grade Adhastvo(M-PG3)t MDP=-157.5 psf(MIn.0.5-Inchthkk)
> OMG ONBmd 500(08500): MOP- .45.0 psf(Min.0.54nch thick Muhl-Max FA-3)
D ,MG OIyBmd 500(08500} MOP--1875 pt1(Min.0-11rchthkk ISO 95.GL)
> OMG CNyitmd'00(03500): MOP
=-315.0 psf(MIn.0.5-Inch thick ENRGY 3)
D OMG OyBmd 500(OB500): MDP=4875 Psf(Min.0,5-Inchthkk ACFaam 11)
D ICPAdhniws&Sealants PdysxtCR20: MOP--1175 psf(Min.1.0-Imhthkk)
B foredhered roof lnaulatlon and hoard-sloe:Unkss otharwlsa notad,raferu SONon 22.30.6.2dFM Lttss Preversion Oats Sheet l-29(February2020).
9 For mechanlu0yetteched components car pardallybordd lmuleUon,the maximum design preeswe forth,selected assembly shall meet or exceed et least the Zane 1 PRIME design presssw determined In
acmNente wlth FBCClmpter 16.Elevated presturmimas shell employ en edachment density designed by a quNHled design profnslonalto resist the elevated p.asure cdleda.CossunoNy tad methods are
NEMO ETC,LLC Evaluation Report P9290.02.011-M far FL3654-R27
CertIficata of Autherimtlon4212455 71e EDITION(2020)FBC NON-NVHZEVALUATION Rev'alon 25:0 913 0/202 0
02018 NEMO ETC,LLC Polygla s ModlBed Wturew Roof Systems;ISM)2334330 Appendix 1,Page 2 of 94
ONEmoletc.
ANSI/SPRI W Dl,FM toss Prevention Data Sheet 1.29,Roofing Applikation Standant RAS 117 and Roofing Application Standard RAS 237.Assemblies marked with an ertemk'wny the Dmimlom sdforth In
Section 12.10.1d FM Loss Preuemion Data Sheet 1.29(Febmary2020)for Zone 213 enhenoemenk.
10 For assemblleswrth all components fully bonded,the maximum design pressure f—Ine a elected assembly all meet orexced critical des lgn pressure datermand in accordance with FBC Capter 16.No
mGonel erielysk b permitted farthese ryrtemx
11 For mechanically attached components over editing dec6,fasteners shell be tested In the orating deck for whldrawal resbfance.Aq,affiad design profcalarul shell revbwthe data for comparison to the
Mnimum requirementsfor[he system.Testmgmdanalysisshagbe Ina rde�whh ANSI/SPRIFX-1orTerting AppButlon Skndard TAS105.
12 For bandedfnsubtbn Pr membrane awr exictingsubtmtesin a m4cof(tear dl)w recover Installation,the ardsting deck or existing roof audeceshall be examined for corcpNbilhy%Ath the adhesiveto In
Imtegod,if any, a surface conditions tstthat bring system Performance Into question,field upllh testing In accordance shag be conducted on mock-ups oftho prop os d n—aidessembM•For bonded
Imdatlan ormembwm overexlrtln8suletra[es In a recover Inrtagatbn,the ms11n8 roof system shall bra capbfe o}resskn8 prolat deign penures on bra own mend tulle aa[isfeRipn of tha Adharily
Haring Jurbdidio%w documented through Bed uplgttesting.Field upllfttssting shall be in accordance with ASTM E9D7,FM Loss Preventlon Date Shed S-S2,Msorg Applbatlan Standartl TAS 124.
13 Referto FBC1521for raqulremerds and Unreations regardingreem,lmtelldions.For Structural Concrete Oak or RemverApplkdlons using System Type C-2,C-2,D-1 or D-2,the l mutation baptkinal.
AJt matt ly,an FBCApprevad[muldbnboardwcaverboanlmaybeusedasesep rvtbnlayer.Board yaducts Shen be prelMinerlly attached poor to roof weer Irategstlon(NataS harem).Thasepratos
component shall be documented as meeting FBC 2505 and,for foam plants,FBC Chapter 26,when Installed with On roof saver in Recover epplicalk n i.
14 HghtweyM lmulsting concrete(LWIC)shali bewrtlnatwrdanw vBh FBCSectlan 1917 to the satidertlon dtireputMity Mavinglutdlotbn.For sytena where specdlc LWIC Is referenced,reerto tuners
LWIC Product ApproveJforapaiflcdeckwnstrvctbnendlimUUo .Unless otherwise noted,for sVsw cos where spdfic LWIC Isnot referenced,the minimum design mix lag be 3O0 psi.InaOcues.the
midmumtopt ttNdNassb7-caches.For LWICowrstmduralconcrete,rebronceamadato FgCSeMm1927A.2,Poled3.For'p—litaftV LWICrdoen ,linings wmeateblbad throughtesting
over Ilghtwelghtwmmte east using only foaming agent(ASTM CO96),wd m erand Portland cement(ASTM C750),:Nth nopropr ate ry additives,In accordance with procedures adopted by Mlami-Dade BCCO
(FBCCERMZ}Use ottf4salldingsmpea ronserucUon or reaoof(tear-dq applicetbmisdthe dacrctiond fhe Oesigaror Accord and Authority Hsvmg Jwbdktbn.
15 For hunched membrane eppiketions,unbss oth—la noted,refarto the f0lowksg.
,,-
REFERENCE' _ IAYER--- &WERULL -`APPLV ATtON''
BP-AA Bess PH One or more plies Polglam 62 Basis,FBCApnmved ASTM 01601,7y II Mot ASphaR st 2040
(Base end Plysheds, Ply, One or more Ilea PalaimrP IV,Polvilas.Ply VL FBC roved ASTM D2116,Type IV or VI
Asphah-Applled) Not. AsphgN ledabaeta or6asdatfonshelf otbe ppillede,pailyfftw an6mnes.
lass Ply One ply Elastabase sand/santl,Elastofl-V,Elastofles SG,Elasmflex S6 HP.Ebstwhbld HT PG350 at 1S-10
SBS-CA1 Cap Ply Ebstoshkld HTG,Elodmhleld HTGFR,ElartoFe VG,ElastofluVGFR,Eletoflac S6,Etwtoflex56HP,Ehrtoflmt56 G,Ebstoflex gaVequere
56 G FR,Elastoshlekl TS G.Elartoshadd TS G FR,PolyfreikoG 505(tendbacked),Potyfresko G SBS F0.(sand-boded)
Us,Ply One plyElostobasa sand/sand,Elastolles V,Elwtoflex S6.Elaerofles S6 HP potypim 35 at 15-24
SBSfA2 Elasshield HT G,Eleatashleld HTG FR,Eladoflex V G,Elastofla V G FR.Ekstofler%,Elastoflex S6 HP,Elartofl-S6 G,Eastexofl
OP Plym 56 G FR,Elmtwhlakl TS G,Elartwhleld TS G FR.Pc%*.koG SEM nand-backed),P.IVfrexk.G SBS FR(sand-baked) HeVsquare
Bau Ply or Ply One or more pit.Ebrtabese(wd/send or poly/sand),EWstobass P(sand/turd or Mlylisend),Elestoflex V,Elattoflea56,Eastonax
SM-AN S6 HP,Elnstoshbld HT Hot Asphalt 0 2040
(SBS,Asphalt-Applied) Cap Ph, ElastoShleId IT G,Elastoshlekl HF G FR,ElattafWR V,Ebrto(Iex V EolastMiar YG"I ElartoflIX 56,EI WDM 56 HP,Elass ri S6 G,
El..'a.56G F0.EIedashleidTS G,EIartosAkid TSG FA,Pd ko GSBS weed.backed PoI reskoG SBS FR(sand-backed)
Nods. as t /dsAeetsorbndatfon shvg ndtba !dro mwr/aradmembrrnex
Base Ply.,P Oneormoro Ilea E4stabase mnd/Pd,Elastobme poly/ t,Elastoflex V.Elwtofltsx56,Eleetoflex SSHP Elestmhleld NT
SBS-TA Elastoshleld HT G,Elastashield Kr G FR,Elastoflex V,Ebstdl-VG.Elanoflae V G Fit,ElattoNex S6,Elastoflax 56 HP,EIW qx,t 96 Tor."pplid
(SBS,Torch-Applied) Corp Ply G,Ebrtaflex S6 G FR.Oastashleld TS G,EIestwhlald TS G FR,PoMnSko G SBS(poN{ilm backed),Polyfresko G SBS FR(PolµNm
backed)
NEMO ETC,LLC Exaluation Report P9290.0108-R25 for 1`1115 7
CedBkde of Authodialbn 932AS5 7-EDMON 12020)FBC NON-IIVHZ EVALUATION Revhbn 25:09/30/2D20
02018 NEMD ETC,LLC PoNglma Modified Bitumen Roof Systems;(9541133-1330 Appendix 1,Page 3 of 94
ONEMOletc.
....-:. - ..,.:..;'N)ENBLWE'�A6HFSiVC.�1IBINA11649.-,..- '.'.. �... ..•/
REFERENCE LAYER - MATERIAL 'APPLICATION
5855A-H BNe Ply Nantes—SA Sag-sdMrNg ((.Vowed
ssaA vr�a:,a a Hn�d by torehapplladahea l
Base PM One or more plies Elas""SAV,Elastoflax SA FR.Elestoflax$A V Plus,Elastoges SA V Plus FR,ElestoB at mr SA Be HD
SBSSA C.PP Ebstofles SAP.Elastoflax SA P NI Po Lett S.If Adhering
(SBS,SeC-Adlnring) Nof' Unless oche—Isewfed,Ots+rJss@Iamembrosesubstmterfor58S-SAaiafbnited to Me SRLSADaseft optlomhare,
Hastebaue(p aHmtoboxe P
APP-CAL Cep Ply PdA.G FR PG350 st 1S2A
gol/ ue
APP-TA Base Ply.,Ply One or mole ones Polvalass Base,Po ex,Po band Torrh-Appiled
(APP,T—t,-Applkd) Ca P P es.Pala G,Po fesG FR,Po bond.Pci bond G.PoMmsk,G,P resit,G FR
APP-SA-H Base Ply Pdyflez S4 Base SagadMring(fdlewed
(-Psa-.m, rajl,sas—o tortlrep Wshaue
APP-SA Ce P P ez SAPPo ea 5APF0.Pol raskoG-111ylreskoGSAFR,Palyko-1
(APP,Self-Adhering) Note: Unless mherv'hewtW,pamhslDle m,;brmesubrtmtse JorAPPSA melbn8edto the SBSSA Bose Ply options heve, Sag-Adhering
H4ttabmefpdy/�o/Hvttob4sa(Po1Y/PdV.
16 Vapor bemiaroptIona far use ovef structural contre[e deokfdiawed by baWed Insulation ralrythe foibwing MDP lMkatl.m.The lesser ofthe MOP listings bal.wvs.thow In Tebla 9A applies.
..r:.."YAPOR :S1PUCNRA3Ea+OQTLOM,Fau0wT4 BYADNERYNAMisD WSUtATIONYFIt TAg183lU .",..'
OPTION VAPORBARRIER - MOP:
PRIMER '' INSUlAT10NA0FRS,iVE
* TYPE(NOTELS - APPLICATION (PSI)
C-VB-I. PG100 Elmtoflex SAV Plus Self-Adhering 0-IS or CR-20,12-inch.n -60.0
C-VB-2, PG200 POIY[bss Base T G.pploc! D-IS or CK-20,12-Inch os. -75.0
C.VRB. PG100 Eteetoflet SAP S.If-Adhering D-IS,12-Inch— 75.0
C-VBA. PG100 Elastoflex SA P Self-Adhering M-OSFA,32.1s h o7 -1575
C-V84. PG300 Eltrteflex SAP Seg-Adharing CR-20,12-Inch of -270A
C-V". PG100 Elastollex SA V,Elastaflux SA V FIL Haatefles SA V Pius,Ebrtoflex SAV Plus FR Salf-Adhering M-OSFA,M-PG-1,00500 er CR-20,12-1n6 ae. -290.0
C48.7. PG300 SBS-TA(with sanded-toysudace) Torthappiled M-OSFA,M-PG-1,OM or CR-20,U4nch— -290D
17 The follmNng surfacing may be applied to the Cap Ply wkhout adverse abed on the system wind lead performance,Refertoc,mMFbrida Produd ApprovalforeppmWPolyglevend KMCONinproofcoetinp
f.!appllcdlon timEatiens and
a Roofing Metadals Dlrcctory(.,fire reUngs associated wRh roatlag sage.
'.,::SURFACdGOPRatuFOAPOIYaAfSMOOGIFb&IUBffiL Rsi0F5vmhts•,::+.?::.:.
OPTION*.-. SURFACING...... -FLOR10APROWCRAPPROVAL.'`.
SURF-1. PG 300 FL10291
SURF4. PG 600 FU0291
SURF-3. PG 6.50 FL20291
SURPd. PG 700 FLL0291
SURFS. PG 7000S PLI0291
SURFS. PG= FL10291
SURF-7. Polyplus 60 FL10231
HEM ETC,LLC Evalustbn Report P9290.02.0&R25 for FL16m-R27
Certificate ofAuthoriaall-g37A55 1-mrrION(207U)FBC NON-HVH2 EVALUATION Rewsbn 25:09/30/2020
02018 NEMO ETC,LLC Poiygioss Modified Bitumen Roof SVd mg(9S6)233-1330 Appendix L Page 4 of 94
ONEMOjetc.
TABLE It;WOOD DECKS NEWCONS�TRUCT109MRE�OOF(TF.���OFFI
SYSTENITYPERNOWNSYLATEP.BONDED ROOF COVER
iaro. DerlijfVotel) .. .eriroer Ro0co—INOte15) .reorfpsf)..
•.'lohNTreatment' a-ply, � � ':ply "Cup Ply'..y
-
APAfeted' Elastoflex SA V Plus
7/16 CAT, OSBJ its ere covered with 44nch Mde IWP$of Elartoflex SA V,rolled Into (OptlmaQSBS-SA,SBS- SSS4A APP-SA
W20B 0.41g In, None
plowtomaxnamntin_bond. rElertaFlex SAV TA APP-TA SBSTA APPTA -523
Exposure 1�B Ph0 FR
W 209 Min-15/32- Nona None SBSSA (OptbnaQSBS-SASBS- 565-SA,APP-SA. 900
Inch plywood TA,APP-TA SBS-TA,APP-TA
W-220 MIn.35/32- PG300 None SBS-SA (Optimal)S85-SA SSS- SB54A APP-SA, A73
Inch plywood TA APP-TA SSS-TA.APP-TA
WQll .11.35132- (Optbnel)PG]DO PlywoodJdrnsarecavared w8h d�nch Mde blipsd Elartdlns SAVPisq rolled Elast.R.SAVor (Optlmel)SBS-SA SBS- S854A,APP-SA, A7.5
Inch ptywootl Intaplacerocn:atacantinuouabond. ElastoflaxSAV Fit TA,APP-TA SBS-TA,APP-Ta
W-222 MIn.35/37. POLYBRITE 745 Nona SBSSA (Optim.1)SBS-SA SBS- SSS-SA,APP-SA -ws.0
Inch plywood or W83000 TA,APP-TA SSS-TA APP-TA
Eolwto%ax SA V Plus
W-213 MIn-75/32- (Optbnal)PGI00 wywooeJdnfa amcovurad with 44rch Mda stripsd Elastdl®s SA VPIuA rolled EleAOfImt SAV (OptiaoalJ SBYSA,SBS- 55.54AAPP4A, -135D
Inch plywood Into place to create contlnu—bond. Plus FitTA,APP-TA SSS-TA,AP-TA
HIBR MSI6MSWIMSOP.•AW.N.APP BMEP11 _p., ..
W-214 Min.15/32- (Optbnel)P0100 Nona ,APP-S4-H (Optimal)APP•TA APP-TA 90A
Inch plywood
W.215 MIn.25/32 (Optbn.1)PG300 Plywood Jdnte ere—red with 44nch wide rtqN of Elartdlax SA V Plus,rolled APP-SA-H (Optimal)APP-TA APP-TA -23
Inchplywood Into Place to create emtinuous bond.
'NYBAfD513iIMSWItN5aFvlulUtlN65858iseRG.:.+
In-I5/37. None None SB54A-H (Optimal)SBS-TASBS-TA •90A W415 M
Inch plywood
W217 MIn 15/32- PG100 None SHW-H (Opt-1 SSS-TA SSS-TA -973
Inch plywood
W-218 Min-35/32- (Opdonel)PGS00 PlyaoodJdrds are covered with 44mh wula strips ofElastdlor SA V PIu;rolled SSSZA-H (Optimel)SBS-TA SSS-TA -973
Inchplywood Into pleceto create cmdnu,w bond.
W.219 Min.15/32- POLYBRITE745 None SSS-SA-H (Optf—l)SBS•TA SBS-TA -105.0
Inch plywood a WBW00
NEMO ETC,LLL Evabetbn Report P9290.02A8.RZSfor FUG54417
Corti icate cf Auth,Awtbn 43Z455 7-E01TMN 12020)FBC NON41VHZ EVALUATION Reulsbn 25:09/30/2020
02038 NE MO ETC,L1.0 Polygfms Modified Bitumen Rea/9ystems;(954)Z33-1330 Appendix 1,Page 37 of S4