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FL# FL1654-1123
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer POLYGLASS USA
Address/Phone/Email 1111 W.Newport Center Drive
Deerfield Beach,FL 33442
(954)233-1330 Ext 242
malpert@polyglass.com
Authorized Signature Maury Alpert
malpert@polyglass.com
��d1EW' OR
��`g INCE
Technical Representative Maury Alpert
Address/Phone/Email eerfield Beael O�p`�®��
(912)429-86101or Lv ��
MAIpert@polygl rF 60
Quality Assurance Representative
Address/Phone/Email
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 09/13/2021
Validated By John W. Knezevich,PE
RJ Validation Checklist-Hardcopy Received
Certificate of Independence FL1654 R23 COI 2018 01 COI NIEMINEN.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6162 2008
FiW6 't -k—..•"^ 2008
m 6164 2011
ASTM D6222 2011
ASTM D6509 2009
FM 4470 2012
FM 4474 2011
UL 1897 2012
Equivalence of Product Standards
Certified By
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w`/o2bnFgUPv... 9/12/2019
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/08/2018
Date Validated 10/13/2018
Date Pending FBC Approval 10/21/2018
Date Approved 12/11/2018
Date Revised 04/12/2019
Summary of Products
FL# Model,Number or Name Description
1654.1 Polyglass SBS and APP SBS and APP modified bitumen roof systems
Modified Bitumen Roof
Systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL1654 R23 II 2018 10 FINAL Al ER POLYGLASS MODBIT FL1654-
Approved for use outside HVHZ:Yes R23.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 FL1654 R23 AE 2018 10 FINAL ER POLYGLASS MODBIT FL1654-
deck.Refer to the ER Appendix for other systems R23.Ddf
and deck types.2.)Refer to ER,Section 5 for Created by Independent Third Party:Yes
other Limits of Use.
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 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
click here.
Product Approval Accepts:
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ONEMOjetc.
I APPENDIX 1:ATTACHMENT REQUIREMENTS FORWINb UPLIFT�RESISTANdE
__...
TABLE DECK APPU_CATION TYPE' DESCRIPTION . — ,P
AGE
3A Wood - _ New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover
1B 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 1,'A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10 11=
1D Wood New,Reroof(Tear-Off)or Recover B_- -Meth.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12
1E Wood New,Reroof(Tear-Off)or Recover i, C _Mech.Attached Insulation,Bonded Roof_Caver 12-14
IF -Wood New,Reroof(Tear-Off)or Recover ;;�DInsulated,Mech.Attached Base Sheet,Bonded Roof Cover_ _. __ 15-17 j
1G Wood New or Reroof(Tear-Off) i • E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof-Cover - - _ 18-21
1H Wood New,Reroof(Tear-Off)or Recover _ E _ Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover
11 Wood New or Reroof(Tear-Off) _ F_ Non-Insulated,Bonded Roof Cover
26
2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached,Base Insulation,Bonded Top Insulation,Bonded Roof Cover 27-29
28 Steel-or Structural concrete New,Reroof Tear-O or Recover
( ff) C Mech.Attached Insulation,Bonded Roof Cote[___ 30-34
2C Steel or Structural concrete_ New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover_=,_ _ _.= r .-_ 35-37
3A Structural concrete- New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover _._ - _ 38-46
3B Structural concrete New or Reroof(Tear-Off) _ F_. Non-Insulated,Bonded Roof Cover _ 46_.;
4A Lightweight concrete New or ReroofTear-O - - -
( ffl -. A 1 Bonded Insulation,Bonded Roof Cover
47-49
4B Lightweight concrete New or Reroof(Tear-Off) A-2 i Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 50
-,
4C Lightweight concrete _ _ New or Reroof(Tear-Off) E 'Non-Insulated,Mech.Attached Base Sheet,-Bonded Roof Cover T 51-53
'SA Cementitious wood fiber _ New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 54
58 Cementitious wood fiber New,Reroof(Tear-Off)or Recover _' _A-2 !J Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover _55_
SC Cementitious wood fiber New,Reroof(Tear-Off)or Recover B _- Mech.Attached Base Insulation,Bonded Top-Insulation,Bonded Roof_Cover _ 56-
5D Cementitious wood fiber New,Reroof(Tear-Off)or Recover- C 1-Mech.-Attached_Insulat on,Bonded Roof Cover 56 ,
_
SE _ Cementitious wood fiber New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,-Bonded_Roof_Cover 56
6A Existing - -- _ _--_
_- g gypsum _ Reroof(Tear-Off) - A-1 ,i Bonded Insulation,Bonded Roof Cover -- 57-59
6B Existing gypsum Reroof(Tear-Off)or Recover _ A-2 .1 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 59
6C Existing gypsum Reroof(Tear-Off)or Recover - C Mech.Attached Insulation,Bonded Roof Cover - 60
6D Existing gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded'Roof Cover 60
7A _-_ Various- Recover A-1 Bonded Insulation,Bonded-Roof Cove_ - 61-6511
713 Various Recover -F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 65,
The following notes aobiv,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:
>Wood: Minimum 0.75-inch penetration.
>Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
>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-R21 for FL1654-R23
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21.10/08/2018
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 1 of 65
e `
MEMO etc.
3. Unless otherwise noted,insulation maybe anyone layeror combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof board or mineral-wool roof board that meets the 0A 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 equal 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 shalt be documented through proper codified and/or FBC Approval
documentation.
S. 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(OBSOO): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or Spot5hot). 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,board 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 thesevalues 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)
'i Millennium PG-1 Pump Grade Adhesive(M-PG1): MDP -157.5 psf (Min.0.5-inch thick)
>OMG OlyBond 500(08500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
>OMG OlyBond 500(013500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GQ
r OMG OlyBond 500(08500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3)
> OMG OlyBand 500(08500): 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. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially banded 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 band 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.
Evaluation Report P9290.02.08-R21 for FL1654-R23
NEMO ETC,LLC
Certificate of Authorization#32455 6-EDMON(2017)FBC NON=HVHZ EVALUATION Revision 21:10/08/2018
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 2 of 65
0-,"NEM01letc.
... .
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System N -
715/32-
W-171
Primer = _ Roof Coverf('oteL15),
No. Base Ply F!ly;j -capply MDP(psf)
Joint Treatment,
W-170 None �None SBS-SA ! (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -900TA,APP-TATA,APP-TA- -
inch plywood (Optional)PG100 None Polyflex SA Base
(Optional)APP-TA APP-TA -90.0
- - - v -
W-172 Min.15/32- PG100 None (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
inch plywood SBS-SA TA,APP-TA _-_ ._TA,APP-TA 97.5
W-173 Min.15/32- (Optional)PG100 !Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,roiled into Elastoflex SA V Base or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,585-
inch plywood place to create continuous bond. __ __ , Elastoflex SA V FR Base_ TA,APP-TA TA,APP-TA -97'5
Min.15/32- -
W-174 POLYBRITE 745 None (Optional)SBS=SA,SBS-' SBS SA,APP=SA,SBS-
__ inch plywood SBS-SA TA,APP-TA TA,APP-TA 105.0
[WW 175 Min.15/32- (Optional)PG300 Plywood joints are coveredwith 4-inch wide strips ofElastoflexSA VPllledus,roInto ElastoflexSA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
Inch plywood — 135.0
place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA
-176 Min.15/32- (Optional)PG300 Plywood joints are covered with 4-Inch wide strips of Elastoflex SAV Plus,rolled into
inch plywood place to create continuous bond. Polyflex SA Base (Optional)APP-TA APP-TA -135.0
NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for F11654-1123
Certificate of Authorization#32455 67"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21.10/08/2018
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 26 of 65