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Home My WebLink AboutPRODUCT APPROVALr Florida Building Code Online Page 1 of 2 4ProfessionalaRegulation �� i 1 ��' , �ti" • ."• 'H' . �. { • � FBFRFOQ 19WfOBtF arrF o�a,a)oM1Y' aoxnervera q Wda pre a Product Approval a usea: ware use. at 1 > n,m„n a, aaaka,roa search > ponr>mron u,e> APpnrauon ocean FL # FL1654-R23 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 Technical Representative Maury Alpert Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8510 MAlpert@polyglass.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate or Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By SCANNED BY St. Lucie County - 5'� 5� �P f,psG Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Robert Nleminen PE-59166 UL LLC 09/13/2021 John W. Knezevich, PE WJ Validation Checklist - Hardcopy Received FL1654 R23 COI 2018 01 COT NIEMINEN.odf Standard Year ASTM D6162 2008 ASTM 06163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 UL 1097 2012 ldtn•//unanv flnrirloMeilAinn nrn/nr/nr onn Ahl oanv9narom=aarf :Ft/X(lvrtTlnarnnn')FFA/7hnFn 1/d/7f I Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method I Option D Date Submitted 10/08/2018 Date Validated - 10/13/2018 Date Pending FBC Approval 10/21/2018 Date Approved 12/11/2018 Summary ofProducts 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- R23.odf Approved for use outside HVHZ: Yes 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 2013 10 FINAL ER POLYGLASS MODBIT FL1654- R23.11d deck. Refer to the ER. Appendix for other systems and deck types. 2.) Refer to ER, Seetion.5 for Created by Independent Third Party: Yes other Limits of Use. Bae4 Nnt cornea us,:: 2601 ear 5taneorTTa11ainu 33"Prose05o.407-1024 TLe State of FMda k as WM empbvo,. trunnion' JBDTde a St#e of FlmMa :: Pnvaty Ratiment :: A{ eyy nodda lac• erne0 addresses are pobrc reNN5. 1f you do rot want your, eyvll addm55 released N response to a Wbtt-Rcnrds mquest, don't trod ekctm v, POW enuty- Instead, tuna i the office by phone or by traditional mac. it for ham any questions, please contact 050.48P.1305. IPursuantto Section 455275 srNa Statutes, aPP (Mobs, 1. 2012, Ik.. licensed Prods, Ch.pta455, F-S. must provide the Deparonent wttlt an ended address it they have one. Tire provided may be used for P,P..unkation on" the Ikrosee. Ibwevefemall addresses are public record. if you do not v h to supply a personal addMss, s provide the Depamnro[ with an email address ohxh mn remade aveliable to the pudic To determine If you are a 6ceaoee under Uaper455, F.S., please Proluet Approval Acmpb: "M ® ® F�7- M Credit Card Safe 13ttn•//aananarflnriAahnilAina nrly/nr/rr ann Atl I/d/i010 NNEMOjetc. -APPENDIX 1: ATiACHMENT REQUIREMENTS iOR WIN D,UPUFT RESISTANCE APPLICATION TYPE DESCRIPTION PAGE TABLE. DECK SA Wood New or Reroof (Tear -Off) A-1 Banded Insulation, Bonded Roof Cover 5. 1B 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 Cover 10-11 SD Wood New, Reroof (Tear -Off) or Recover B Mech, Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 12 1E Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 12-14 IF 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 SH 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 D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 35-37 3A Structural concrete New or Reroof (Tear -Oft) A-1 Banded Insulation, Bonded Roof Cover 38-46 35 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 N on -Insulated, M ech. Attached Base Sheet, Bonded Roof Cover 51.53 SA Cementitious wood fiber New or Reroof (Tear -Off) A-1 Bonded Insulation, Banded 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 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 Mech. Attached Insulation, Bonded Roof Cover 56 SE Cementitlous wood fiber New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech, Attached Base Sheet, Bonded Roof Cover 56 6A Existing gypsum Reroof (Tear -Oft) A-1 Bonded Insulation, Bonded Roof Cover 57-59', 68 Existing gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Banded Insulation, Bonded Roof Cover Be 6C Existing gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 60 6D Existinggypsum Reroof (Tear -Off) Recover E Non -Insulated, Attached Base Sheet, Bonded Roof Cover 60 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 61-65 78 Various Recover FI Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 65 The following notes applV 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: D Wood; Minimum 0.75-Inch penetration. D Steel: Minimum 0.75-Inch penetration and engage thetop flute ofthesteel deck. D Structural concrete: Minimum 1-inch embedment Into pilot hale in accordance with fastener manufacturer's published installation Instructions. NEMO ETC, LLC Evaluation Report P9290.02.08-1121 for FL3654-823 Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018 .Prepared by: Robert Nieminen, PE-59166 Polyglass ModlOed'Bitumen Roof Systems; (954) 233-2330 Appendix 1, Page I of 65 ONEMOletc. 3. Unless otherwise noted, Insulation maybe anyone layer or combination of polylsoryanurate, polystyrene, woad fiberboard, partite, gypsum -based roof board or mineral -wool roof board that meets the CIA requirements of F.A.C. Rule 61GZO-3 and is documented as meeting FBC 2505.1 and, for foam plastic, F8C Chapter 26, when Installed with the roof cover. 4. Minimum 200 psi, minimum 24nththick lightweight insulating concrete maybe substituted for rigid Insulation board for System Type D(mechanIca lly attached base sheet, bonded roof cover), wherebythe base sheet fasteners are Installed through the LWICto 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. D Hot asphalt (HA): Full coverage at 25-30lbs/square. D Dow INSTA STIK Qulk Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c. D Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-Inch o.c. D Millennium PG-1 Pump Grade Adhesive (M-PG3): Continuous 0.25to 0.5-Inch wide ribbons, 12-Inch o.c. D OMG OlyBond 500(08500); Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c.(PaceCart or SpotShot).Note: OlyBond Green may be used where 01yBond 500 Is referenced. ➢ OlyBond Classic(OB Classic): Full coverage at 1 gal/square. D ICP Adhesive & Sealants Polyset CR-20: Continuous 2.53.5-Inch wide ribbons,12-Inch o.c. D Note: When multiple layers(s) of insulation and/or coverboard are Installed In ribbon -applied adhesive, board Joints shall be staggered. D Note: The maximum edge distance from the adhesive ribbon to the edge of the Insulation boardshafl be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted, all Insulations are Bat -stock or taper hoard of the minimum thickness noted. Tapered polyisocyanurate at thefollowing thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to'increase'the MOP 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 maybe used as a drop -in for the equivalent thicker material listed In the table: D Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psi (Min. DS-inch thick) D Millennium PG-1 Pump Grade Adhesive(M-PG3): MDP -157.5 psf (Min. 0.5-inch thick) D OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-Inch thick Multi -Max FA-31 D OMG OlyBond 500(015500): MDP -187.5 psf (Min. 0.5-Inch thick ISO 95+GL) ➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min, 0.5-Inch thick ENRGY 3) D OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-Inch thick ACFoam 11) ➢ICP Adhesives& Sealants Polyset CR-20: MDP .117.5 psf (Min. 1,04nch thick) 8. Bonded polytsocyanurate 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 land 3 shall employ an attachment density designed by 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 mechanicallyattached 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 FK-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, ASTMT907, FM Loss Prevention Data Sheet 1.52 or Testing Application Standard TA5.124. 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 Certificate of Authorization932455' Prepared by: Robert Nieminen,PE-59166 67" EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-1121 for FL3654-RZ3 Revision 21: 10/08/2018 Appendix 1, Page 2 of 65 1N NEMO I 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 currenttWC 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 C350), 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. t th f II win references for banded base ply or cap sheet applications . r a a a g POLYGLASS ROOF COVERS REFERENCE LAYER MATERIAL APPLICATION BP -AA Base Ply One or more plies Palyglass 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 Ibs/square Asphalt -Applied) Note: Asphalt -a plledsheets or Insulation shall not be applied to pol •film surfaced membranes. Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base 650 PG350 at 1.5.2.0 SBS-CA3 Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6Type II, Elastoflex 56 G, Elastoflex 56 G FR, Elastoshield TS-G, Elastoshield gal/square Cap Ply TS-G FR, Palyfresko G SBS sand -backed), Polyfiresko G SB5 FR (sand -backed) Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex 56, Elastoflex 56 Type 11 Polyplus 35 at 1.S-2.0 SBS-CA2 Elastoflex VG, Elastaflex VG FR, Elastoflex S6, Elastoflex 56 Type II, Elastoflex 56 G, Elastoflex56 G FR, Elastoshield TS-G, Elastoshield gal/square Cap Ply TS•G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -hacked) One or more plies Elastobase(sand/sand or poly/sand), Elastobase P(sand/sand or poly/sand), Elastoflex V, ElastoBex 56, Elastoflex SBS-AA Base Ply or Ply S6Type II, Polyglass HT Base 650 Hot Asphalt at 20-40 Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, ElastoBex S6Type 11, Elastoflex S6 G, Elastoflex 56G FR„ Elastoshield TS-G, Ibs/square (SBS, Asphalt -Applied) Cap Ply .Elastoshield TS-G FR, Polvfresko G SBS (sand -backed), Polyfresko G SRS FR (sand -backed Note. Asphalt-appliedsheets or Insulation shallnotbe appliedto of •film surfaced membranes. or more piles Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastaflex.56,:Elastoflex 56 Type II, Polyglass HT Base SBS-TA Base Ply or Ply 50 Torch -Applied (SBS, Torch -Applied) Elastoflex V, Elastoflex VG, Elastoflex VG FR,jIasToRgz36;Elastoflex S6 Type 11, Elastpflex 56 G, Elastoflex 56 G FR, Elastoshield TS- Cap Ply G, Elastoshield TS- sko G SBS poly -film backed), Polyfresko G 5135 FR (poly -film backed Base Ply One or more pIi asfdflaZ6%U§e lastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR SBSSA Cap PI Elastoflex SA P, Elastoflex SAP . , o yreflect Self -Adhering (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substmtesfor SBS-SA are limited to the SBS-SA Bose Ply options herein, Elastabose (Polylsimai or Elastabose(poly/poly). PG350 at 1.5.2.0 APP-CA3 Cap Ply Polyflex G'FR gal/square APP-TA Base Ply or Ply- One or more plies Polyglass APP Base, Polyflex, Polybond Torch -Applied (APP, Torch -Applied) Ca Ply IPOI ex Paly0ex ,Pal ex G FR, Polybond, Polybond G, Pol (resko G, Polyfresko G FR Cap Ply Polyflex SA , ex SA P FR, PolyfreskoG SA, Pol kool APP SA Note: Unless otherwise noted, permissible membrane substratesforAPP-SA are limited to the SBS-SA Buse Ply options herein, 5elf-Adhering (APP, Self -Adhering) Elastobase (poly/sand) or Elostabose (poly/poly). NEMO ETC, LLC Evaluation Report P9290.02.08-1121 for FL16Sd-R23 Certificate of Authorization #32455 6rx EDITION (2017) FBC NON-HVHZ EVALUATION Revision21: 10/08/2018 Prepared by; Robert Nleminen,PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 3 of 65 16. Vapor barrier options for use over structural concrete deck followed by adhered Insulation carry the following Maximum Design Pressure (MDP) limitations. applies: NNEMO etc. The lesser of the MDP listings below vs. those In Table 3A OPTION 9 'PRIMER VAPOR BARRIER OPTIOWS� STRUCTURAL CONCREFE DECK; ADHERED VAPOR BARRIER INSULAiTICH& PER TABLE 3A INSUlAT1ON ADHESIVE I MOP (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. PG300 Polyglass APE Base Torch -applied Inta-Stik orCR-20, 12-inch o.c. -75.0 VB-3. PG300 Elastoflex SA P Self -Adhering Insta-Stik, 12-inch D.C. -75.0 VB-4. PG100 Elastoflex SAP Self -Adhering Millennium One Step Foamable Adhesive,12-Inch o.c. -157.5 VB-5. PG300 Elastoflex SAP Self -Adhering CR-20, 12-inch o.c -270.0 VB-6. PG300 Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastaflex SA V Plus FR Self -Adhering I Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade I Adhesive, OlyBond SDO or CR-20, 12-Inch D.C. -290.0 17. The following surfacing maybe 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. Option SURFACING ,Surfacing I 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-G. PGBOO 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 FL30291 SURF-9. Polybrite 70 Premium Grade Elastomeric Roof Coating FL10291 SURF-10. Pol brite 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 CIS FL27409 SURF-16. KM Acryl 25 FL27409 SURF-17. KM Acry12505 FL27409 SURF-18. KM Acry140 HS FL27409 URF-19. S KM Acryl 85 FL27409 SURF-20. KM PS0250 FL27409 SURF-21. KM PSp220 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-R21 for FL3654-1123 Certificate of Authorization 032455 r EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018 Prepared by: Robert Nieminen, PE-59165 Polyglass Modified Bitumen Roof Systems, (954) 233.1330 Appendix 1, Page 4 of 65 ONEMOjetc. TABLE11: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: .:... ROOF COVER System Deck (Note 1) Primer Roof Cover (Note 15). MDP (psQ Joint Treatment Base Ply Ply Cap Ply No. W-170 Min. 15/32• 1Non None SBS-SA (Optional)SBS-SA, SBS SBS-SA, APP-SA, SBS 100 Inch plywood g TA, APP-TA TA, APP-TA W-171 Mln..15/32- (Optional) PG100 None Polyllex SA Base (Optional) APP•TA ADP -TA .90.0 Inch plywood W 172 Min. 15/32- PGS00 None SEIS-SA (Optional)SBS-SA, SBS• SBS-SA,APP-SA,SBS• 975 Inch plywood I TA, APP•TA TA, APP-TA MIn. 15/32- Plywood Joints are covered with 4-Inch wide strips of Elasto0ex SA V Plus, rolled into ElastoRex SA V Base or (Optional)SBS-SA, SBS SBS•SA, APP-SA, SBS- 575 W173 Inch plywood (Optional) PG100 place to create continuous bond. ElastoRex SA V FR Base TA,APP-TA TA, APP-TA W-174 Min. 15/32- 'POLYBRITE 74S None SBS-SA (Optional) SBSSA, SBS SBS-SA, APP-SA, SBS -105.0 Inch plywood TA,APP-TA TA, APP-TA MIn. 15/32• Plywood joints am covered with4•Inch wide strips of ElaswflexSA V Plus, rolled into ElastoRex SA V PFf1 or (Optional) SBS SBS.SA,APPSA,SBS- W175 Inch plywood (Optional) PG300 place to create continuous bond. Vastof)exSA V Plus FIR TA, APP.TA TA, APP-TA -135.0 W176 MIn. 15/32• (Optional) PG100 Plywood joints are covered with 4-inch wide strips of ElasLOOexSA V Plus, rolled into poly0ex5A Base (Optional)APP-TA APP-TA •135.0 Inch plywood place to create continuous bond. NEMO ETC, LLC Certificate of Authorization 432455 Prepared by: Robert Nleminen, PE-59166 6`" EDITION (2017) F8C NON•HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems, (9541 233-1330 EvaluationReport P929D.D2.08-R21 for F61654•1123 Revision 21:10108/2018 Appendix 1, Page 26 of 65