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Home My WebLink AboutPRODUCT APPROVALBCiS He" I Log in ) User Registiatlon Hot TOPICS I Submit Surcharge I Stats ® Facts I PublicaUo _I 'rl l_antla JI:HIURIED (,,,yj jj��J Product Approval BY s, DSER: Pubik User St. Lucie Count Product Aonroval Menu > PWud Or AOUIICaden Search > Aooliollon iAt> Application Detall FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Small Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL9777-Rll Revision 2017 Approved Owens Coming One Owens Coming Parkway Toledo, OH 43659 (740)404-7829 greg. keeler@owenscoming.com Greg Keeler greg.keeler@owensmming.com Roofing Underlayments 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 Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance ContractExpirationDate 12/31/2020 Validated By Locke Bowden �, Validation Checklist - Hardcopy Received Certificate of Independence F0777 R11 COI OCR14002 8a 2017 FBC Evaluation Report W ath rlo k Non-HVHZ.Ddf Referenced Standard and Year (of Standard) +45+1ndard Vear ASTM D 1970 2015 ASTM D 226 2009 ASTM G 155 2005 TAS 103 1995 UL 1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/11/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL it Model, Number or Name Description 9777.1 Weatherlock G Weatherproofing Underlayment Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL9777 R11 II OCR14002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ odf _ Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports j FL9777 RIl AE OCR14002 8a 2017 FBC evaluation Report Weatherlock Non-HVHZ odf Created by Independent Third Party: Yes 9777.2 Weatherlock G (High Tear) Weatherproofing Underlayment Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL9777 Rl1 11 OCRI4002 8a 2017 F8C Ev I at an Report Weatherlock Non-HVHZ pdf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports E 9777 Rll AE OCR14002 8a 2017 FBC Evaluatlon Report Weatherlock Non-HVHZ odf Created by Independent Third Party: Yes 9777.3 Weatherlock MAT Waterproofing Undedayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: No Installation Instructions E 9777 RI t 1I OCR14002 8b 2017 car• Evaluation Report Weatherlock HVHZ.ndf -- Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 Rll AE OCR14002 8b 2017 FBC Evaluation Report Weatherlock HVHZ.pdf Created by Independent Third Party: Yes 9777.4 Weatherlock MAT Waterproofing Underlayment Limits of Use Approved for use in HVHZ: No Installation Instructions FL9777 RII 11 OCRI4002 Ba 2017 FBC val atlon Report Approved for use outside HVHZ: Yes Weatherlock Non-HVHZ.ndf Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes. Evaluation Reports FL9777 Rll AE OCRI4002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.odf Created by Independent Third Party: Yes 9777.5 WeatherLock Metal Weatherproofing Underlayment Limits of Use Installation Instructions~ -- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL9777 R11 IT OCR14002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.odf Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 1171 AE OCRI4002.8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.odf Created by Independent Third Parry: Yes 9777.E Weatherlock Metal Weatherproofing Underlayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: No Installation Instructions FL9777 RI I II OCR14002 8b 2017 FBC Evaluation Reoart Weatherlock HVHZ, ad Impact Resistant: N/A { Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A I Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports .% 9777.7 Weatherlock HVHZ odf Created by Independent Third Party: Yes Weatherlock Specialty Tile & Metal ( Weatherproofing Underiayment Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +0/-142.5 Other: See evaluation report for limits of use. Installation Instructions FL9777 RII II OCR14002 8a 2017 FBC Evaluation Repor4 Weatherlock Non-HVHZ.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports Party: Yes Contact Hs c2601 Blair Stone Road Tallahassee R 32399 Phone: 850-487-024 The State of Florida 4 an AAJEEO empiayer. Cooyriaht 2007-2013 State of Florida :: P,n,cv Smtemeot':: Accessbdity Statement :: Refund Statement Under Florida law, email addresses are public records. It You do not want your a -mall address released in remorse to a pubi'orecords request' do not send eks tro0lc mall ro this entity. instead, contact the office by phone or by traditional mad,. If you have any questions,. please contact 850,"7.1391 *pursuant to Section 455.275(1), Florida statutes, eaectve October 1, 2012, licensees ticensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The annuls provided may be used for official canmmication 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 dick here . Product Approval Accepts: IM BE W R 82 "�Cicurl�vm aCis Home Log In user iiegiSV4V-cn HOITppics 411 Sucmm Surcharge f/alspa Fa Pr,Ircarons Contact us BUS see Map Urh SeiedC fd'C!d S&91'lttlLe ) " Product Approval BY REGEIV� "�.; I USEW Public User St. Lucie County q p Mgr eiut pvproval �lenu> b J` a181, 110ttye11$eprc6> AP4I H3a.�,r+,> 4ppIlcad0 n petan MAY 31 2019 FL1654,-R23 'x FL x ST. Lucie County, Permitting 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 malpertfgl pplyglass, com Authorized Signature Maury Alpert malp,ert@polyglass.com Technical Representative Maury Alpert Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAlpert@polyglass.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 e Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) y2654 R23 COI 2018 01 COI NIEMINEN plif 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 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method. Date. Submitted Date Validated Date Pending FBC Approval Date Approved FL # I Model, Number or Name 1654.1 'i Polyglass SBS and APP Modified I Bitumen Roof Systems Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-622.5 Other: 1.) The design pressure In this application relates to one particular assembly over concrete deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section for other Limits of Method 1 Option D 10/08/2018 10/13/2018 10/21/2018 12/11/2018 ! Description ...._......_ ........ SBS and APP modified bitumen roof systems C Installation Instructions FL1654 R23 11 2018 le FTMAi At ER POLYGLASS MODSIT FL.1654- '.` 3Z3.a4t Verified By: Robert Nieminen PE-59166 'Created by Independent Third Party: Yes Evaluation Reports FI'1654 R23 AE_2018 !0 FINAL ER POLYGLASS MOUBIT FL2654- U3,0if Created by Independent Third Party: Yes Le"L nt c U :' 2601 ale r StOra 4106 T II n , F ]2399 oh ; 95ii-4e7-I624 The State of Florida u an AA/EEO employer. L£4ydaht 2007-2011 State of Flanda cz P.mvao r^merit AccessiUTI <ntemenr r Refcnd..... Under Florida law, emad addresses are publk records. If you do not want your e-mail address released In Imoonse to a public -records request,. do not send electronic mail to this entity. Instead, pntact the office by phone or by bmthronal mail. it you'Asve, any questions, please contact 850,487. 095. `Pursuant to Sectien 45S.225(1), norda statutes, effective came, 1, 2012, licenses under chapter 455, F.S. m[:st provide the Department with an emal address if they have one. The emits provided may be used to, official Comm m,mon with the licensee. However email addresses are public record, if you do not wish to supply a sartorial address, please provide me Department with an erred address whkh can be made available m the public. To determine if you are a'ticensee under chapter 455, i5., pleas¢ click herc . Product Approval A¢ePft: IEKIRPR SQCE., U Credit Card Safe ONEMOjetc. APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPUFT RESISTANCE APPLICATION I TYPE I DESCRIPTION PAGE TABLE DECK 1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 SB 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 1D 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 1F Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 15-17 SG Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 18-21 1H Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 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 -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-46 313 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 5A Cementitious wood fiber New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover S4 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 SO Cementitious wood fiber New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 56 5E 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 69 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 Jurlsdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBCApproval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: D Wood: Minimum 0.75-inch penetration. ➢ Steel: Minimum 0.75-Inch penetration and engage the top.flute of the steel deck. ➢ Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published Installation instructions. NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL3654-R23 Certificate of Authorization #32455 bra EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 1 of 65 ONEMOletc. 3. Unless other wise noted, insulation maybe anyone layer or combination of polyisocyanu rate, polystyrene, wood fiberboard, perllte,gypsum-based roof board or minerakwool roof board that meets the CIA 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 maybe 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 manufacturers published instructions. ➢ Hot asphalt (HA): Full coverage at 25-30 lbs/square. D Dow INSTA STIK quik 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. ➢ Millennium PG-1 Pump Grade Adhesive (M-PGS): Continuous 0.25 to 0.5-Inch wide ribbons, 12-Inch o.c. ➢ OMG OlyBond 500 (OB50o): 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. D OlyBond Classic (OB Classic): Full coverage at 1 gal/square. ➢ ICP Adhesive & Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. ➢Note: When multiple loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, boardjoints 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 maybe 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-PGS): 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-3) ➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-Inch thick 150 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 II) D ICP Adhesives & Sealants Polyset CR-20: MDP -117.5 psf (Min. 1.0-inch thick) B. Bonded polyisocyanu rate 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 W03, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RA5117 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-R21 for FL3654-RZ3 Certificate of Authorization #32455 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 30/08/2018 Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233.1330 Appendix 1, Page 2 of 65 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 followlnR references for bonded base, ply or cap sheet applications. • ROOF COVERS ` REFERENCE .. LAYER I MATERIAL APPLICATION BP -AA Base Ply One or more plies Polyglass G2 Base, FBCApproved 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 56 Type II, Polyglass HT Base 650 PG350 at 1.5-2.0 SBS-CA3 Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield gal/square TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SB5 FR (sand -backed) Base Ply One ply. Elastobase (sand/sand), Elastoflex V, Elastoflex 56, Elastoflex S6 Type II Polyplus 35 at 1.5-2.0 SBS-CA2 Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex Sfi Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield gal/square TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex 56, Elastoflex Base Ply or Ply Sfi Type II, Polyglass HT Base 650 SBS-AA Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex56 G, Elastoflex 56 G FR, Elastoshleld TS-G, Hot Asphalt at 20-40 Ibs/square (SBS, Asphalt -Applied) Cap Ply Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Note: Asphalt -applied sheets or Insulation shall not be applied to poly -film surfaced membranes. Base Ply or Ply or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base SBS-TA 6One 50 (SBS, Torch -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex 56 G, Elastoflex 56 G FR, Elastoshield TS- Torch -Applied G, 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 Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR SBS-SA Cap Ply Elastoflex SA P, Elastoflex SA P FR, Polyrefle" (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substratesfor SBS-SA are limited to the SBS-,SA Base Ply options herein, Self -Adhering Elastobase (poly/sand) or Elastobase (poly/poly). APP-CAS Cap Ply Polyflex G FR PG350 at 1.5-2.0 gal/square APP-TA Base Ply or Ply One or more plies Polyglass APP Base, Polyflex, Polybond (APP, Torch -Applied) Cap Ply Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR Torch -Applied Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool APP SA (APP, Self -Adhering) Note: Unless otherwise noted, permissible membrane substratesforAPP-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-R21 for FL3654-R23 Certificate of Authorization #32455 5T" 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 16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. applies: NNEMO I etc. The lesser of the MOP listings below vs. those in Table 3A ~OPTION If PRIMER. VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; ACRE VAPOR BARRIER A ED INS ILLATION PER TABLE 3A INSULATION ADHESIVE -MOP(PSF). TYPE ATTACH VB-1. PG100 Elastoflex SA V Plus Self -Adhering Inta-Stik or CR-20, 12-Inch D.C. -60.0 V13-2. PG100 Polyglass APP Base Torch -applied Inta-Stlk or CR-20, 12-inch D.C. -75.0 VB-3. PG100 Elastoflex SAP 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. PG100 Elastoflex SA P Self -Adhering CR-20, 12-Inch D.C. -270.0 VB-6. PG100 Elastoflex SA V Base, Elastoflex SA V FIR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 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 application limitations and Roofing Materials Directory for fire ratings associated with coating usage. Option d SURFACING OPTIONS Surfacing Florida Product Approval PG300 Fibered Roof Coating FL10291 PG600 Non-Fibered Aluminum Roof Coating FL10291 PG650 Fibered Aluminum Roof Coating FL10291 §SURF-4. PG700 High Quality Elastomeric Roof Coating FL10291 PG700QS (QuickSet) High Quality Elastomeric Roof Coating FL10291 PG800 Asphalt Emulsion Roof Coating FL10291 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 70CLS (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 OS 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 PSk250 FL27409 SURF-21. KM PS0220 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. NEMD ETC, LLC . - Evaluation Report P9290.02.08-R21 for FL1654-1123 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 ONEM01letc. - TABLE 1F: ... ECONSTRUCTION,•..(TEAR-OFF).RECOVER SYSTEM TYPED: r MECHANICALLY ATTACHED: BONDED ROOF COVER System i Insulation Layer(iJ _ Base Sheet Roof Cover (Note 25):. MDP No. Deck 0, SJ � Type Attach Type Fasten Attach Base Ply Cap Ply 'ASPHALT -APPLIED ORTORCH-APPLIED BASE PLY:. " Elastobase, Elastobase One or more P, Polyglass G2 Base, Certain -Feed Glesbase, OMG Flat Bottom Plates (square) with Roofgrip #14, 12-inch o.c. at min. 4-inch lap and (Optional) BP -AA, W-57 Min. 19/32-inch layers, any Prelim. Firestone MB Base, 1M Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast 12-Inch D.c. at two cent equally SBS-AA, SBS-TA or SBS-AA, SBS- -52.6 plywood combination Attached Perma-Ply 28, Tamko or Trufast 3"Metal Insulation Plate with Trufast Spec ed, staggered center rows APP-TA TA, APP-TA Glass Base or GAFGLAS H1D4 #75 Min. 19/32-inch One or more Prelim. Elastobase or 12-inch o.c. at min. 4-inch lap and (Optional)BP-AA, SBS-AA, SBS- W-58 layers, any OMG Fla[ Bottom Plates (square) with Roofgrip #12 12-Inch O.C. at two cent equally SBS-AA, SBS-TA or -60.0 plywood combination Attached ElastobaseP spaced, staggered center rows APP-TA TA, APP TA Trufast Versa Fasteners (min. %" penetration) & SBS-SA, APP- Min. 19/32-inch One more Plates; 2 screws per plate Installed 180° Into the . 12-inch o.c. at min. 4-Inch lap and BP -AA, SBS-AA, SA, SBS-AA, APA rated OSB layerss,, any Loose -laid Elastobase, Elastobase P holes of the plate, parallel to the width -direction 12-Inch o.c. at two (2), equally SBS-TA, APP-TA SBS-TA, APP- -67.5 W-59 or plywood combination spaced, staggered center rows TA of the sheet- Note: -For re -roof or recover construction, field withdrawal resistance testing (Note 11) shall yield minimum 199 lbf. Additional Versa -Fast Fasteners within each Versa -Fast Plate maybe utilized to produce minimum withdrawal resistance Trufast Versa Fasteners (min. W penetration) & Min. 19/32-inch One or more Plates; 2 screws per plate installed 180' into the 12-Inch o.c. at min. 4-Inch lap and APA rated OSB layers, any Loose -laid Polyglass APP Base 12-inch O.C. at two (2), equally APP-TA APP-TA -67.5 W-60 or plywood combination holes of the plate, parallel to the width -direction spaced, staggered center rows of the sheet Note: -For re -roof or recover construction, field withdrawal resistance testing (Note 11) shall yield minimum 199lbf• Additional Versa -Fast Fasteners within each Versa -Fast Plate maybe utilized to produce minimum withdrawal resistance Min. 15/32-inch One or more layers, any Prelim. Polyglass G2 Base, Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast #14, OMG 3" Round Metal Plate with OMG HD, 10. Inch o.c. at min.4-inch lap and 10-Inch o.c. at three (3), equally (Optional) BP -AA, 5B5-AA, SBS-TA or SBS-AA, 585- -75.0 W-61— plywood combination Attached Elastobase, Elastobase P OMG Flat Bottom Plate (Accutrac) with Roofgrip #14 spaced, staggered center rows APP-TA TA APP TA or Trufast 3" Metal Insulation Plate with Trufast HD. One or more Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast 10-Inch p.c. at min.4lnch lap and W-62 Min. 15/32-inch layers, any Prelim. Polyglass APP Base #14, OMG Round Metal Plate with HD, 10-inch o.c. at three (3), equally (Optional) APP-TA APP-TA -75.0 plywood combination Attached h Ro OMG Flat Bottom Plate (Accutrac) with Roofgrip o spaced, staggered center rows HD. or Trufast 3" Metal Insulation Plate with Trufast HD. Trufast Versa Fasteners (min. Y.." penetration) & SBS-SA, APP- Min. 15/32-Inch One or more Plates; 2 screws per plate installed 180° into the 9-Inch o.c. at min. 2-Inch lap and BP -AA, SBS-AA, SA, SBS-AA, APA rated OSB layers, any Loose -laid Elastobase, ElastobaseP holes of the plateparallel to the width -direction 12-inch o.c. at two cent equally SBS-TA, APP-TA 5B5-TA, APP- -90.0 W-63 or plywood combination , of the sheet• spaced, staggered center rows TA Note: 'For re-roofor recover construction, field withdrawal resistance testing (Note 11) shall yield minimum 159lbf• Additional Versa -Fast Fasteners within each Versa -Fast Plate maybe utilized to Prominimum withdrawal resistance NEMO ETC, LLC Certificate of Authorization #32455 Prepared by: Robert Nieminen, PE-59166 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (9S4) 233.1330 Evaluation Report P9290.02.08-R21 for FL3654-R23 Revision 21: 10/08/2018 Appendix 1, Page 15 of 65