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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 2 010 Mot Topl¢ Sebmi[Surtbatge Stara aFams Contact Us BUSSW Map eearN aC15 Home Lap In User 0.egatratlon dbw o I`nITe:� Product Approval — USER: ct User ��✓ — — - - — PTtivCl Annmwl Mqnij >Py ua or Application SpaMh>AnnaCanon ❑st> AppliuUcn Demo FL # Application Type Code Version Application Status Comments Archived Product Manufacturer .Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory 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 of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL1654-R23 Revision 2017 - Approved TL �� SAP SCANNED SF By St Lucie COgnt'K y POLYGLASS USA 1111 W. Newport CenterDrive Deerfield Beach, FL 33442 (954) 233-1330 Ext 242 malpert@polyglass.com Maury Alpert malpert@polyglass.com Maury Alpert 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912)429-0610 MAlpert@polyglass.com Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer n Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 09/13/2021 lohn W. Knezevich, PE ,61 Validation Checklist- Hardcopy Received FL1654 R23 COI 2018 01 C07 NIEMINEN.odf 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 lotto•//umnv flnArlahnilAinrr nrrr/nr/nr anra dtl 1 /d/7M a Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method .Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/08/2018 10/13/2018 10/21/2018 12/11/2018 FL rA 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 11 2018 30 INA Al ER POLYGLASS M DBIT FL 4 R23.Ddf Approvetl for use outside HVHZ: Yes Impact Resistant: N/A Verified By: RobertNieminen 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 Al! 2018 10 FINAL ER POLYGLASS MODBIT FL1654- R23].r d deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for Created by Independent Third Party: Yes other Limits of Use. oath -axe Contact Us.:: 260161alrstere Road Teflahaesee n 32399 Rhone: 850-ee7-1e24 The State of Fladda - an AAIE employer, pouvrkht2002-2013State of Horde,:: Privacy Statement:: AttessibiliIs Statement':Refund Statement Under Florida uw, email addresses are public records. If you do not want your a -mall address released In response to a pubic -records request, do rot send electronic mail to Nis entity. upload, wntact the once by phone or by traditional mall. If you have any questions, please earned 850.487.1393. 'Pursuant to Section 455.275 (2), Florida Statutes, offensive October 1, 2012, parsecs Ilcenced under chapter 455, F.S. must provide the Department with an small address If they have one. The mails provided may be used for official ammunlcatlon with the Ilare nsee. However email addresses apublic record. If you do not wish to supply a personal address, e please provide the Department with an email address which on be made available to the public. To determine If you me a Ilansee under chapter 455, F.S., please aca, hem . product Approval Accepts: Br�-j ON SNf M Credit Card Safe hdin•//TxnxmrflnriylahnilAinn nrn/nr/w snn Atl aenv9naram=ur(:FVX(1txrlTlnvnnn7wD/7hnFo IIAIIM9 NNEMO I etc. APPLICATION TYPE I DESCRIPTION PAGE TABLE DECK SA Wood New or Reroof (Tear -Off) A-1 Bonded 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 -OM 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, Banded Roof Cover 12 lE 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 (Tea r-Off) E Non-Insulated,Mach. 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 21-25 11 Wood New or Reroof (Tea r-Off) F Non -Insulated, Banded 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 -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-46 3B Structural concrete New or Reroof (Tear -Oft) F Non -Insulated, Bonded Roof Cover 46 4A Lightweight concrete New. or Reroof (Tear -Oft) 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 -Oft) A-1 Bonded Insulation, Bonded Roof Cover 54 513 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 50 Cementitious wood fiber New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, 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 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: D Wood: Minimum 0.75-inch penetration. D Steel: Minimum 0.75-inch penetration and engage the top Flute of the steel deck. D 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.RZ3 Certificate of Authorization #32455 6Ta EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018 Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems, (954) 7.33-1330 Appendix 1, Page 1 of 65 NNEMO I etc. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisoryanurate,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 1505.2 and, for foam plastic, FBC Chapter 26, when Installed with the roof cover. 4. Mini mum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mecha nically 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 I[stings. 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, 124nch o.c. D Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.25 to 0.5-Inch wide ribbons, 12-Inch o.c. D OMG OlyBond 500(013500): Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c.(PaceCart or SpotShot).Note. 01yBond Green may be used where OfyBond 500 is referenced. ➢ OlyBond Classic (08 Classic): Full coverage at 1 gal/square. D ICP Adhesive & Sealants Polyset CH-20: Continuous 2.5-3.5-Inch wide ribbons, 12-Inch o.c. D Note: When multiple loyers(s) of Insulation and/or coverboard are installedin 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 flat -stock or taper board of the minimum thickness noted. Tapered polyisoryanurate 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 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, 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 psi (Min. 0.5-inch thick) ➢ Millennium PG-1 Pump Grade Adhesive (M-PG3): MDP -157.5 psi (Min. 0.5-Inch thick) ➢ OMG OlyBond 500 (OB500): MDP -45.0 psi (Min. D.S-Inch thick Multi -Max FA-3) D OMG OlyBond 500(OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GQ D 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 11) D ICP Adhesives& Sealants Polyset CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 8. Bonded polyisoryanurate 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 qualified design professional to resist the elevated pressure criteria. Commonly used methods are AN51/SPRI WD3, 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 AN51/SPRI FK-1 or Testing Application Standard TA5105. 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 accardance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TA5124. I 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-R21 for FL1654-R23 Certificate of Authorization N32455 6" EDITION (2017) FBC NON.HVHZ EVALUATION Revision 22: 10/08/2018 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 2 of 65 NNEMOI 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 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 overstructural 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 CER3592). Unless otherwise noted, use of these listings in nevi construction or re -roof (tear -off) applications Is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15. Unless hnnd.ri hoau my m... chant REFERENCE LAYER I MATERIAL APPUCATION 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 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 HT Base 650 PG350 at 1.5-2.0 SBS-CA3 Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex 56 Type II, Elastoflex 56 G, Elastoflex 56 G FR, Elastoshleld TS-G, Elastoshield 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 Polyplus 35 at 1.5-2.0 SBS-CA2 Elastoflex VG, Elastoflex VG Fit, Elastoflex S6, Elastaflex 56 Type 11, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS-G, Elastoshleld Cap Ply TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) gal/square One or more plies Elastobase(sand/sand or poly/sand), Elastobase P(sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex SBS-AA Base Ply or Ply 56 Type It, Polyglass HT Base 650 Hot Asphalt at 20-40 (SBS, Asphalt -Applied) Cap Ply ElastofiexV, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6Type 11, Elastoflex S6 G, Elastoflex S6G FR, Elastoshield TS-G, Ibs/square Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Note: Asphalt-appliedsheets orinsulalionshollnothe applied to poi film surfaced membranes. or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base SBS-TA Base Ply or Ply 50 (SBS, Torch -Applied) Elastoflex V, Elastoflex%S VG, Elastoflex VG FR,;6lastofie6JElastoflex S6Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS- Torch -Applied Cap Ply G, Elastoshleld TS-G ollyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed) Base Ply One or more plies aflex_SAVVBas "Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR SBS-SA Cap Ply Elastoflex SA P, Elastoflex 59P F1171351yreflect Self -Adhering (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substratesforSBS-SA are limited to the SBS-SA Bose Ply options herein, Elastobase (poly/sand) or Elastobase (poly/poly). APP-CA1 Cap Ply Polyflex G FR PG350 at 1.5-2.0 gal/square APP-TA Base Ply or Ply One or mgm pligs Polyglass APP Base, Polyflex, Polybond Torch -Applied APP, Torch -Applied) ( PP� I Ca PI P Y Polyflex Polyflex G, of ex G FR, Poi band, Pal bond G, Polyfresko G, Polyfresko G FR YR yfl Yfl y Cap Ply Polyflex SAT, Mpex SA P FR, Polyfresko G SA, Polykool APP SA (APP, Self -Adhering) Note: Unless othewlse noted, permissible membrane substratesforAPPSA are limited to the SBS-SA Base Ply options herein, Self -Adhering Elastobase (poly/sand) or Elastobase (Poly/poly). NEMO ETC, LLC Certificate of Authorization 032455 Prepared by: Robert Nieminen, pE-59166 bra EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-R21 for FL3654.RZ3 Revision 21: 10/08/2018 Appendix 1, Page 3 of 65 16. Vapor barrier options for use over structural concrete deck followed by adhered Insulationcarry the following Maximum Design Pressure (MDP) limitations. applies: NNEMO I etc. The lesser of the MDP listings below vs. those In Table 3A OPTION # PRIMER OPTIONS;VAPOR BARRIER VAPOR BARRIER INSULATION ADHESIVE MDP(PSF) TYPE ATTACH VB-1. PGI00 Elasta0ex SA V Plus Self -Adhering Inta-Stik or CR-20, 12-inch D.C. -60.0 VB-2. PG100 Polyglass APP Base Torch -applied Inta-Stik or CR-20, 12-inch D.C. -75.0 VB-3. PG100 Elasto0ex SA P Self -Adhering Insta-Stik, 12-inch o.c -75.0 VB-4. PG100 ElastaRex SAP Self -Adhering Millennium One Step Foamable Adhesive,l2-inch D.C. -157.5 VB-S. PG10D ElastoRex SA P Self -Adhering CR-20, 12-inch D.C. -270.0 VB-6. PG300 ElastaRex SA V Base, Elasto0ex SA V Fit Base' ElastaRex SA V Plus, Elasto0ex SA V Plus FR Self-Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, 0lyBond 500 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 aoolication limitations and'a Roofine Materials Dlrectom for fire ratimis associated with coating usage. SURFACING OPTIONS Option # Surfacing Florida Product Approval 1. PG300 Fibered Roof Coating FL10291 2. PG600 Nan-Fibered Aluminum Roof Coating FL10291 3. PG650 Fibered Aluminum Roof Coating FL10291 4. PG700 High Quality Elastomeric Roof Coating FL10291 S. I PG700QS(Quick Set) High Quality Elastomeric Roof Coating FL30291 6. PGBDO Asphalt Emulsion Roof Coating FL10291 7. Polyplus 60 Premium Non-Fibered Aluminum Roof Coating FL10291 8. Poliplus 65 Premium Fibered Aluminum Roof Coating FL10291 SURF-9. Polybrite 70 Premium Grade Elastomeric RoofCoating FL10291 SURF-10. Polybrite 70Q5 Quick Set Pre mium 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 Acryl 25 CIS FL27409 SURF-18. KM Acryl 40 HS FL27409 SURF-19. KM Acryl 85 FL27409 SURF-20. KM PS0250 FL27409 SURF21. KM PS9220 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. MEMO ETC, LLC Evaluation Report P9290.02.08-R21 far FL3654-RZ3 Certificate of Authorization #32455 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 4 of 65 *NEMOletc. .... .. SYSTEM TYPE F: .:... ROOF COVER system Deck (Note 1) Primer Roof Cover (Note 25) MOP(plo lointTreatment Base Ply Ply Cap Ply No W-170 Min. 15/32- None None SBSSA (Optional)SBS-SA, SBS- SBS-SA, APP-SA, SBS- g00 Inch plywood TA,APP-TA TA, APP-TA W-171 M (Optional) PG100 None Polyflex SA Base (Optional)APP-TA APP-TA -90.0 Inchch plywood d Min. 15/32- (Optional) SBSSA, SBS- SBS-SA,APP-SA,SBS- y75 W-IR Inch plywood PG100 None SBS-SA TA, APP-TA TA, APP-TA Min. 15/32- Plywood joints are covered with 44nch wide strips of Elastoflex SA V Plus, rolled into ElastoRexSAV Base or (Optional) 5B5-SA, SBS 5BS-SA,APP-SA,SBS W-373 Inchplywood (Optional) PG100 place to create continuous bond. Elastoflex SA V FR Base TA,APP-TA TA, APP-TA -97.5 W-174 Min. 15/32- pOLYBRlTE 745 None SB5-SA (Optional)SSS-SA, SBS SBS-SA, APP-SA, SBS -105.0 Inch plywood TA,APP-TA TA, APP-TA Min. 15/32- Plywood joints are covered with 4-Fnch wide strips of Elastoflex SA V Plus, rolled into ElastoRexSAV lusor (Optional)SBS-SA, SBS SBS.SA,APP-SA,SBS- W-175 Inch plywood (Optional) PG100 place to create continuous bond. Elastoflex SA V Plus FR TA, APP-TA TA, APP-TA -135.0 W.176 Min. 15/32- (Optional) PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SAV Plus, rolled into Polyflex SABase (Optional)APP-TA APP-TA -135.0 inch plywood place to create continuous bond. NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL3654-R23 Certificate of Authorization 432455 6r" EDITION (2017) FBC NON-HVHI EVALUATION Revision 21: 10/08/2018 Prepared by: Robert Nleminen, PE-59166 Pclyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 26 of 65