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FL# FL1654-R24 f R E CE 1 V E®-
Application Type Revision
Code Version 2017 DE
C 2 0 919
Application Status Approved
ST. wcie County, Permitting
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 � copy
Authorized Signature Maury Alpert
malpert@polyglass.com
Technical Representative Maury Alpert
Address/Phone/Email 1111 W.Newport Center Drive &VE
Deerfield Beach,FL 33442 ® I-
(912)429-8610
OR
MAlpert@polyglass.comCODE COMPLIANCE
Quality Assurance'Representative VST. LUCIE CO N lff
Address/Phone/Email
BoCC c �9
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 the Robert Nieminen
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
Validation Checklist-Hardcopy Received
Certificate of Independence FL1654 R24 COI 2019 01 COI NIEMINEN.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6162 2008
ASTM D6163 2008
ASTM D6164 2011
ASTM D6222 2011
ASTM D6509 2009
FM 4470 2012
FM 4474 2011
UL 1897 2012
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAh9%2fJTtiNgcLHGglZFg[MqIA%3d%3d 1/2
7/30/2019 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/12/2019
Date Validated 04/14/2019
Date Pending FBC Approval 04/19/2019
Date Approved 06/18/2019
Summary of Products
FL# Model,Number or Name Description
1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof systems
Bitumen Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL1654 R24 II 2019 04 FINAL Al ER POLYGLASS MODBIT FL1654-
Approved for use outside HVHZ:Yes R24.pdf
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. FL1654 R24 AE 2019 04 FINAL ER POLYGLASS MODBIT FL1654-
Refer to the ER Appendix for other systems and deck R24.Off
types.2.)Refer to ER,Section 5 for other Limits of Created by Independent Third Party:Yes
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
mall 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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ONEMO etc.
APPENDIXI-ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
.TABLE DECK APPLICATION TYPE DESCRIPTION PAGE
1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5
16 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9
1C Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Covey 10-11
1D Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12
3E Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 12-14
1F Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15-18
1G Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 18-22
SH Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet.(screws&plates),Bonded Roof Cover 23-28
11 Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 29
2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 30-32
2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 33-37
2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-1 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 38-39
2D Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Velociflex,Bonded Roof Cover 40-41
3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 42-50
3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 50
4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 51-53
4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 54
4C Lightweight concrete New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 55-58
5A Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 59
5B Cementitious wood fiber New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 60
5C Cementitious wood fiber New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 61
51) Cementitious wood fiber New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 61
SE Cementitious wood fiber New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 61
6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 62-64
6B Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 64
6C Existing gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 64
6D I Existing gypsum Reroof(Tear-Off)or Recover E I Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 64
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 65-69
7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 69
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
➢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-R22 for FL3654-R24
Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION Revision 22:04/11/2019
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 1 of 69
OMEMO I etc.
3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyan u rate,polystyrene,wood fiberboard,perlite,gypsum-based roof board or mineral-wool roof board that meets the QA 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 shall 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-PGI): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
➢ OMG OlyBond 500(OB500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced.
➢OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
➢ ICP Adhesive&Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
➢Note: When multiple layers(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 these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then the
thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table:
➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick)
➢ Millennium PG-1 Pump Grade Adhesive(M-PGI): MDP -157.5 psf (Min.0.5-inch thick)
➢ OMG OlyBond 500(OB500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
➢OMG OlyBond 500(08500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GQ
➢OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3)
➢OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-inch thick ACFoam II)
➢ ICP Adhesives&Sealants Polyset CR-20: MDP -117.5 psf (Min.1.0-inch thick)
8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDI,FM Loss Prevention
Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data
Sheet 1-29(January 2016)for Zone 2/3 enhancements.
10. For fully bonded assemblies,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted.
11. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
12. For existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing
roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with
ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
NEMO ETC,LLC Evaluation Report P9290.02.08-1122 for FL1654-R24
Certificate of Authorization#32455 1P EDITION(2017)FBC NON-HVHZ EVALUATION Revision 22:04/11/2019
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 2 of 69
ONEMOjetc.
14. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced,refer to current LWC
Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat
thickness is 2-inches. For LWC over structural concrete,reference is made to FBC Section 1917.4,1,Point 1. For"pre-existent'LWC references,listings were established through testing over lightweight concrete cast
using only foaming agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). Unless otherwise noted,
use of these listings in new construction or re-roof(tear-off)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction.
15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
POLYGLAss,ROOF,
REFERENCE LAYER MATERIAL APPLICATION
BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type II Hot Asphalt at 20-40
(Base and Ply sheets, Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI lbs/square
Asphalt-Applied) Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes.
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT PG350 at 1.5-2.0
SBS-CA3 Cap Ply Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS gal/square
G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP Polyplus 35 at 1.5-2.0
SBS-CA2 Cap Ply Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS gal/square
G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Base Ply or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex 56,Elastoflex
S6 HP,Elastoshield HT Hot Asphalt at 20-40
SBS-AA Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS G,
(SBS,Asphalt-Applied) Cap Ply Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) lbs/square
Note: Asphalt-applied sheets or insulation shall not be applied to poly film surfaced membranes.
SBS-TA Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT
(SBS,Torch-Applied) Cap Ply Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS G, Torch-Applied
Elastoshield TS G FR,Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed)
Base Ply One or more plies Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Plus FR
SBS-SA Cap Ply Elastoflex SA P,Elastoflex SA P FR,Polyreflect Self-Adhering
(SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein,
Elastobase(poly/sand)or Elastobase(poly/poly).
PG350 at 1.5-2.0
APP-CAS Cap Ply Polyflex G FR gal/square
APP-TA Base Ply or Ply One or more plies Polyglass Base,Polyflex,Polybond
Torch-Applied
(APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR
APP-SA Cap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polykool
(APP,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for APP-SA are limited to the SBS-SA Base Ply options herein, Self-Adhering
Elastobase(poly/sand)or Elastobase(poly/poly).
NEMO ETC,LLC Evaluation Report P9290.02.08-1122 for FL1654-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 22:04/11/2019
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 3 of.69
*NEMO I etc.
16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure(MDP)limitations. The lesser of the MDP listings below vs.those in Table 3A
applies:
VAPOR BARRIER OPTIONS;STRUCTURAL CONCRETE DECK;ADHERED INSULATION PER TABLE 3A
OPTION PRIMER VAPOR BARRIER INSULATION ADHESIVE MDP(PSF)
# TYPE ATTACH
VB-1. PG100 Elastoflex SA V Plus Self-Adhering Inta-Stik or CR-20,12-inch o.c. -60.0
VB-2. PG100 Polyglass Base Torch-applied Inta-Stik or CR-20,12-inch o.c. -75.0
VB-3. PG100 Elastoflex SA P Self-Adhering Insta-Stik,12-inch o.c. -75.0
VB-4. PG100 Elastoflex SA P Self-Adhering Millennium One Step Foamable Adhesive,12-inch o.c. -157.5
VB-S. PG100 Elastoflex SA P Self-Adhering CR-20,12-inch o.c. -270.0
VB-6. PG100 Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Self-Adhering Millennium One Step Foamable Adhesive,Millennium PG-1 Pump Grade -290.0
Plus,Elastoflex SA V Plus FR Adhesive,OlyBond 500 or CR-20,12-inch o.c.
17. The following surfacing may be applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for
application limitations and a Roofing Materials Directory for fire ratings associated with coating usage.
SURFACIN6 OPTIONS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS
Option# Surfacing Florida Product Approval
SURF-1. PG300 Fibered Roof Coating FL10291
SURF-2. PG600 Non-Fibered Aluminum Roof Coating FL10291
SURF-3. PG650 Fibered Aluminum Roof Coating FL10291
SURF-4. PG700 High Quality Elastomeric Roof Coating FL10291
SURF-5. PG700QS(Quick Set)High Quality Elastomeric Roof Coating FL10291
SURF-6. PG800 Asphalt Emulsion Roof Coating FL10291
SURF-7. Polyplus 60 Premium Non-Fibered Aluminum Roof Coating FL10291
SURF-8. Polyplus 65 Premium Fibered Aluminum Roof Coating FL10291
SURF-9. Polybrite 70 Premium Grade Elastomeric Roof Coating FL10291
SURF-10. Polybrite 70QS(Quick Set)Premium Grade Elastomeric Roof Coating FL10291
SURF-11. Polybrite 71 HS FL10291
SURF-12. Polybrite 90 High Solids Silicone Roof Coating FL10291
SURF-13. Polybrite 95 Silicone Roof Coating FL10291
SURF-14. KM Acryl 15 FL27409
SURF-15. KM Acryl 15 QS FL27409
SURF-16. KM Acryl 25 FL27409
SURF-17. KM Acryl 25 QS FL27409
SURF-18. KM Acryl 40 HS FL27409
SURF-19. KM Acryl 85 FL27409
SURF-20. KM PS#250 FL27409
SURF-21. KM PS#220 FL27409
18. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads.
NEMO ETC,LLC Evaluation Report P9290.02.08-1122 for FL3654-1124
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 22:04/11/2019
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 4 of 69
NMEMO etc.
BONDEDTABLE IA: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A4: INSULATION,BONDED ROOF
System Deck Base Insulation Layer Top Insulation Layer Roof Cover(Note 15) MDP
No. (Note 1) Type Attach Type Attach Base Ply Ply Cap Ply (Psf)
SELF-ADHERING BASE PLY:
Min.1.5-inch Polytherm,ACFoam II,Polytherm G,
Min.15/32- , GY-3,Polytherm H,H-Shield,H- D-I5,M-OSFA, (Optional)additional D-IS,M-OSFA, (Optional)SBS-SA,SBS-TA, SBS-SA,APP-SA,
W-1 ACFoam IIIENRSBS-SA
inch plywood Shield CG, ENR Multi-Max FA3 OB500 or CR-20 layers(s)of base insulation OB500 or CR-20 APP-TA SBS-TA,APP-TA _52.5
Min.1.5-inch Polytherm,ACFoam II,Polytherm G,
W-2 Min.plywood
ACFoam III,ENRGY-3,Polytherm H,H-Shield,H- OB5,0 or CR-, (Optional)additional OB5,0 or CR-, BasePolyex SA (Optional)APP-TA APP-TA -52.5
inch plywood Shield CG,Multi-Max FA3 OB500 or CR-20 layers(s)of base insulation OB500 or CR-20 Base
TABLE 1B:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEMTYPEA-2: MECHANICALLYATTACHEDANCHORSHEET,BONDED INSULATION,BONDED-ROOF COVER
Anchor Sheet Base Insulation Top Insulation Roof Cover(Note 15)
System Deck 7MDNo. (Note 1) Type Fasten Attach Type Attach Type Attach Ply Ply Cap Ply
Y
ASPHALT-APPLIED OR TORCH-APPLIED BASE PLY:
9-inch o.c.at min.2- (Optional)Min.1.5-inch Min.0.75-inch Fesco
inch lap and 18-Inch
Min. Elastobase, Polytherm,ACFoam II, Board(homogeneous)or BP-AA (Optional) 585-AA,
Simplex MAXX o.c.at two(2), Hot
W-3 15/32-inch ElastobaseP Cap equally spaced, ENRGY-3,Polytherm H, Hot asphalt min.0.5-inch Structodek asphalt or SBS- BP-AA or SBS-TA, -45.0*
plywood (sanded-top) staggered center H-Shield,H-Shield CG, High Density Fiberboard AA SBS-AA APP-TA
Multi-Max FA3 Roof Insulation
rows
9-inch o.c.at min.2- (Optional)Min.1.5-inch
inch lap and 18-inch Min.0.25-inch Dens BP-AA, (Optional)
Min. Elastobase, Polytherm,ACFoam II, SBS-AA,
Simplex MAXX o.c.at two(2), Deck,Dens Deck Prime, Hot SBS-AA, BP-AA,SBS-
W-4 15/32-inch ElastobaseP Cap equally spaced, ENRGY-3,Polytherm H, Hot asphalt SECUROCK Gypsum-Fiber asphalt SBS-TA, AA,SBS-TA, SBS-TA, 45.0*
plywood (sanded-top) staggered center Multi-Max FA3 Shield,H-Shield CG, Roof Board APP-TA APP-TA APP-TA
rows
M
9-inch o.c.at min.2-
inch lap and 12-inch (Optional)Min.1.5-inch Min.0.75-inch Fesco
Min. Elastobase, Polytherm,ACFoam II, Board(homogeneous)or BP-AA (Optional) SBS-AA,
Simplex MAXX o.c.at two(2), Hot
W-5 15/32-inch ElastobaseP Cap equally spaced, ENRGY-3,Polytherm H, Hot asphalt min.0.5-inch5tructodek asphalt or SBS- BP-AA or SBS-TA, -52.5
plywood (sanded-top) staggered center H-Shield,H-Shield CG, High Density Fiberboard AA SBS-AA APP-TA
Multi-Max FA3 Roof Insulation
rows
9-inch o.c,at min.2- (Optional)Min.1.5-inch
ACFoam II
Min. Elastobase, ,
inch lap and 12-inch Polytherm, Min.0.25-inch Dens BP-AA, (Optional) SBS-AA,
Simplex MAXX o.c.at two(2), Deck,Dens Deck Prime, Hot SBS-AA, BP-AA,SBS-
W-6 15/32-inch ElastobaseP ENRGY-3,Polytherm H, Hot asphalt SBS-TA, -52.5
Cap equally spaced, SECUROCK Gypsum-Fiber asphalt SBS-TA, AA,SBS-TA,
plywood (sanded-top) staggered center Multi-Max FA3 H-Shield,H-Shield CG, Roof Board APP-TA APP-TA APP TA
rows
Multi-
NEMO ETC,LLC Evaluation Report P9290.02.08-1122 for FL3654-R24
Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 22:04/11/2019
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 5 of 69
ONEMO etc.
TABLE 11: DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Roof Cover(Note 15)
No. Deck(Note 1) Primer Joint Treatment Base Ply Ply Cap Ply MDP(psf)
APA rated,7/16 OSB joints are covered with 4-inch wide strips of Elastoflex SA V,rolled into place to Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
W-182 CAT, in., None create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA 52.5
Exposure sure l OSB
Min.15/32-inch (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
W-183 None None SBS-SA 90.0
plywood TA,APP-TA TA,APP-TA
W-184_ 'Min.'15]32-inch (Optio`nal) one PGS00_—-NPolyflex_SA'BaS' (Opttonai)"APPTA APP=TA '90:0
plywood` "` L�_ L ! I`'i
Min.15/32-inch (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
W-185 PG100 None SBS-SA 97.5
plywood TA,APP-TA TA,APP-TA
Min.15/32-inch Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
W-186 plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V FR TA,APP-TA TA,APP-TA 97'5
Min.15/32-inch POLYBRITE 745 or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
W-187 plywood WB3000 None SBS-SA 105.0
TA,APP-TA TA,APP-TA
Min.15/32-inch Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
W-188 (Optional)PG100 135.0
plywood place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA
Min.15/32-inch (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into 135.0
Polyflex SA Base (Optional)APP-TA APP-TA
W 189 plywood place to create continuous bond.
NEMO ETC,LLC Evaluation Report P9290.02.08-R22 for FL1654-R24
Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION Revision 22:04/11/2019
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 29 of 69