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Application Type Revision 6
Code Version 2017 RE EWE[ FOR
Application Status Approved CODE COMPLIANCE
Comments
T.'t VIE COUNTY
I
Archived BOCC
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 Maury Alpert
Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach, FL.33442
(912)429-8610
MAipert@poiygiass.com
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 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 R23 COI 2018 01 COI NIEMINEN.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6162 2008'
ASTM 06163 2008
ASTM D6164 2011
ASTM D6222 2011
ASTM D6509 2009
FM 4470 2012
FM 4474 2011 '
UL1897 2012
E4uIvalence of Product Standards .
https:/iwwvl.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQ\tLDgvgqu2w°�2bnFgUPv2pw6pKxAh3ivlWcf6BQtixEtZbUa5VbZA°"a3d%3d 112
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/08/2018
Date Validated 1 011 3/20 1 8
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 Modified SBS and APP modified bitumen roof systems {
i Bitumen Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No f FL1654 R23 II 201E 10 FINAL AI ER POLYGLA.SS MODBIT FL1654-i
Approved for use outside HVHZ:Yes R23.pdf
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5 I 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 R23 AE 2018 10 FINAL ER POLYGLASS MODBIT FL1654-
Refer to the ER Appendix for other systems and deck !R23,pdf
types. 2,) Refer to ER, Section 5 for other Limits of i Created by Independent Third Party: Yes
Use. 4!
-i
Contact Us :2601 Blair Stones Road,Tallahassee FL 32395 Phone:SSG-467.1824
I
The Stair of Florida is an AA/E'c0 employees Copyright 20W-2013 State of Florida.::Privacy Statement::Accessibility Statement Refund Statement
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mail tc this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.•Pursuant tc Section 455.275{1;,
Flc•ida Statute,,effective October 1,2012.licensees licensed unde•Chapter 455,F.S.must provide the Department with an email address-if they have one.The email•
provided may be used for official communicatior Mtn the licensee.However email addresses,are public record.If you d-no;wish to supply a personal address,please
provide the Deparmen:with an email address which can be made available to the public To determine if you are a licensee under Chapter 455.F.S.,pleas_click here.
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ONAPPENDIX I.ATTAcmMENTREQUIREMENTS FOR WIND UPLIFT Rmsma
EMo etc
TABLE DECK APPLICATION TYPE DESCRIPTION I PAGE-
1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5
18 Wood New or Reroof(Tear-Ofr) 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 Cover 10-11
1D Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12
lE 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 15-17
1G Wood New or Reroof(Tear-Off) E Non-insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 18-21
lIi Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 21-25
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
2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 30-34
2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover Ds Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 35-37
3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 38-46
36 Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 46
4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 47-49
4B Lightweight concrete New or Reroof(Tear-Off) A-2 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 51-53
SA Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 54
5B Cementitious wood fiber New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 55
5C Cementitious wood fiber New,Reroof(Tear-Off)or Recover B _ Mech.Attached Base Insulation,Bonded Top Insulation,,Bonded Roof Cover 56
t 5D Cementitious wood fiber New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 56
l SF Cementitious wood fiber New,Reroof(Tear-Off),or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 56
6A Existing gypsum Reroof(Tear-Off) A-1 _ Bonded Insulation,Bonded Roof Cover 57-59
6B Existing gypsum Reroof(Tear-Off)or Recover A-2 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 Cover 61-65
7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 65
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: Minitnum 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 139290.02.08-1121 for FL1654-R23
Certificate of Authorization H32455 6"'EDITION(2017)FBC NON-IIVHZ 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
NNEmo'letc
3. Unless otherwise noted,insulation maybe anyone layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof board or mineral-wool roof board that meets the CIA requiremen
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 shee
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 structure
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 Approve
documentation.
5. 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 ibs/square.
Dow INSTA 5TIK Quik Set Insulation Adhesive(D-I5): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to O.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(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 coverbonrd 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 shell 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 MOP 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): MOP -157.5 psf (Min.0.5-inch thick)
. Millennium PG-1 Pump Grade Adhesive(M-PG1): MOP -157.5 psf (Min.0.5-inch thick)
OMG OlyBond 500(OB500): MOP -45.0 psf (Min.0.5=inch thick Multi-Max FA-3)
. OMG OlyBond 500(OB500): MOP -187.5 psf (Min.0.5-inch thick 150 9S+GQ
OMG OlyBond 500(08500): MOP -315.0 psf (Min.0.5-inch thick ENRGY 3)
. OMG OlyBond 500(OB500): MOP -487.5 psf (Min.0.5-inch think ACFoam 11)
. ICP Adhesives&Sealants Polyset CR-20: MOP -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 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 20161 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.
fJEMO ETC,LLC
Evaluation Report P9290.02.08-R21 for FL1654-1123
Certificate of Authorization 1132455 6"'EDITION(2017)FBC NON-HVH7.EVALUATION Revision 21:10/08/2018
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(9S4)233-1330 Appendix 1,Page 2 of 65
ONEMO-1 etc
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 LN
Product Approval for specific deck construction and limitations. Unless otherwise noted,for systerns where specific LWC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-co,
thickness is 2-inches. For LWC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent"LWGreferences,listings were established,through testing over lightweight concrete.ca:
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 note,
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•..
REFERENCE LAYER MATERIAL ! APPLICATION
BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type II
(Base and PI sheets, PI One or more lies Polyglass PI IV,Polyglass PI VI,FBC Approved ASTM D2178,Type IV or VI Hot Asphalt at 20-40
( Ply sheets, Y plies Yg Y Yg� Y PP YP Ibs/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 56,Elastoflex S6 Type II,Polyglass H"f Base 650
SBS-CAI Elastoflex VG,Elastoflex VG FR,Elastoflex 56,Elastoflex S6 Type 11,Elastoflex S6 G,Elastoflex 56 G FR,Elastoshield TS-G,Elastoshield PG350 at 1.5-2.0
Cap Ply TS-G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) gal/square
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 Type II
SBS-CA2 Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 Type 11,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield gal/square
u a at 1.5-2.0
Cap Ply TS-G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) g
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
56 Type II,Polyglass HT Base 650
SBS-AA -- � -- Hot Asphalt at 20-40
Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex 56,Elastoflex S6 Type 11,Elastoflex 56 G,ElastoflexS6 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) Ibs/square
Note: Asphalt-applied sheets or insulation shall not be applied to poly film surfaced membranes.
Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex 56,Elastoflex S6 Type II,Polyglass HT Base
SBS-TA 650
(SBS,Torch-Applied) Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 Type 11,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS- Torch Applied
Cap Ply G,Elastoshield TS-G FR,Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed)
Base Ply One or rnore plies Elastoflex SA V Base,Elastoflex SA V FR Base,Elastoflex SA V Plus,Elastoflox SA V Plus PR
SBS-SA Cap Ply Elastoflex SA P,Elastoflex SA P FR,Polyreflect tPG350
dhering
(SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for5BS-SA are limited to the SBS-SA Base Ply options herein,
Elastobase(poly/sand)or Elastobase(poly/poly).
APP-CA1 Cap Ply Polyflex G FR at 1.5-2.0uareAPP-TA Base Ply or Ply One or more plies Polyglass APP Dase,Polyflex,.Polybond(APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR -AppliedCap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G 5A,Polykool
APP-SANote: Unless otherwise noted,permissible membrane substrates for APP-5A are limited to theSB5-SA Base Plyoptions herein, dhering
(APP,Self-Adhering)
Elastobase(poly/sand)or Elastobase(poly/poly).
NEW ETC,LLC Evaluation Report P9290.02.08-R21 for FL1654-R23
Certificate of Authorization ft32455 6"'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 3 of 65
ONEMo'-jetic
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
applies:
VAPOR BARRIER OPTIONS; . DEcK;A0HEREOlNSULAT(oN PER TABLE 3A
OPTION VAPOR BARRIER
fl PRIMER 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 APP 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
Elastoflex SA V Base,Elastoflex SA V FR Base, Millennium One Step Foamable Adhesive,Millennium PG-1 Pump Grade
VB-6. PG100 Elastoflex 5A V Plus,Elastoflex SA V Plus FR Self-Adhering Adhesive,OlyBond 500 or CR-20,12-inch o.c. 290.0
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 foi
application limitations and a Roofing Materials Directory for fire ratings associated with coating usage.
SURFACING OPTIONS FOR POLY.GLASS MODIFIEDBITUmEN
Option If 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 i _a 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
SURr•-7. Polyplus 60 Premium Non-Fibered Aluminum Roof Coating rL10291
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 rL10291
SURF-11. Polybrite 71 HS FL10291
SURF-12. - Polybrite 90 High Solids Silicone Roof Coating ^ - _ FL10291
SURF-13. Polybrite 9S 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 PS0250 FL27409
SURF-21. KM PSH220 -` - ���-- FL27409
19. "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-R21 for FL1654-1123
Certificate of Authorization H32455 6"`EDITION(2017)FBC NON-FIVH7.EVALUATION Revision 21:10/08/2018
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 4 of 65
NNEMCIet(
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 Dase Ply Ply Cap Ply MDP(I
Min.15/32- �I SBS- S- SBS- , P-SA,SBs-
'W 170 inch plywood None None SBS-SA T A TA,APP-TA -90.0
W-171 Min.15/32- (Optional)PG100 None Polyflex SA Base (Optional)APP-TA APP-TA -90.0
inch plywood
Min 15/32- SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
.
( W-172 PG100 None 97.5
II_ inch plywood TA,APP-TA TA,APP-TA
W-173 (Optional)PG100 plywood place to create continuous bond. Elastoflex SA V FR Base TA y P (Optional) .
!I Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Base orSBS-SA,SBS- SBS-SA,APP-SA,SBS-
975
inch „APP-TA TA,APP-TA I
1 Min.15/32- (Optional)SBS SA,SBS SBS SA,APP SA,SBS
W-174 POLYBRITE 745 None SBS-SA -105.0
inch plywood TA,APP-TA TA,APP-TA
Min.15/32• 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-175 (Optional)PG100 -135.0
inch plywood place to create continuous bond. — Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA.
Min.15/32' Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into
W-17G (Optional)PG100 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 FL1654-R23
Certificate of Authorization 1132455 61"EDITION(2017)FBC NON-HVI-17.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