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Home My WebLink AboutPRODUCT APPROVAL{, MAY 15 2019 . u k i^ ST. Lucie County, Permitting BCIS Honor log In User Re9tstraton Hot Topia Su➢mR SUMiarga suits a F101 Publications C➢ntact Us aCts Ate Map Units Searca bWA Product Approval r USER: Fu➢(k User FroaurtAbp.cvalMnu>a FILE COPY „[q�'uSi,�3rFllltyt_rLj�rch > c.^A1Catia4L?&> Appllwtlon petail FL # FL1654-R23 2.C4 Application Type --0 Revision in I (�� Code Version 2017 - 1 R VIEWED FOR Application Status Approved-. CODE COMPLIANCE Comments S 1T. LUCIE CO .Archived p ®OCC r Product Manufacturer POLYGLASS VSA Address/Phone/Email 1111 W. Newport Center Drive �� Deerfield Beach, FL 33442 SCANNED IY111 (9S4) 233-1330 Ext 242 Ip B FV malpert@polyglass.com St. Lucie County 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 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.Lfcense PE-59166 Quality Assurance Entity UL LLC Quallty.Assurance Contract Expiration Date 09/1312021 Validated By .John W. Knezevich, PE v Validation Checklist - Hardcopy Received Certificate of independence Referenced Standard and Year (of Standard) Standard YM 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 # E Model, Number or Name 1654.1 m Polyglass 585 and APP Modified Bitumen Roof Systems Limits of Use Approvedfor 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 5 for other Limits of Use. Method I Option D 10/08/2018 10/13/2018 10/21/2018 12/11/2018 Description SBS and APP modified bitumen roof systems Installation Instructions FL1654 R23 11 2018 10 FTNAI. Al FR POIYCI A55 4 Q IT F1,.1654- R23 Ddf Verified By: RobertNieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports ELIE54 R23 AE 2018 30 FINAL ER POL"GLASS MODBIT F1 tfi54- l3Li.adf Created by Independent Third Party: Yes 0 0 Conuct Us :: 2601 elar Stone Rnad call+ a� ee Ft 12 99 Pnonc 95�-467-1 R24 The state of Florida is an AA7EED emalover. t9¢vLoht 2097.20t3 Sttte c! donda ;: on,,nry Sut'!"j A, ;; R nd cut men, Under Florida law, email addresses are pubic records. It yar po not want your a -mail address released in response to a public-reeards mqumt, 90 not send electronic mail to this entlry. instead, contact the Circe by phone or by traadonal mall. It you have any questions, please contact 850,481.1395. •Persuantto Secthm 4S5.275(1), Florida Statutes, enactwe DRober 1, 2012, licensees licensed under Chapter 455, F.S. must provde, the Department with an email address It they have one. The emails provided may be Used for Off dal Comm micatJon with the I:eensee. However email addresses are publlc record. If you do not wish to supply a Personal address, please Provide We Department with an toned address whkh can be made available to the public. To determine it yoir are a nomsee under chapter 455, F.S., please Ciit# be=. product Approval Accepts; M1 G2F,l 0 .SL:Curit� Atl?RI�.0 ONEmoletc. APPENDIX 1: ATTACHMENT REQUIREMENTS DECK • UPLIFT RESISTANCE , APPLICATION TYPE DESCRIPTION PAGE TABLE 1A 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 SC 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 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 Tap Insulation, Banded Roof Cover 27-29 28 Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Banded 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 -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 54 SB 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 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 Nan -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 0.7S-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 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018 Prepared by: Robert Nieminen, PE-59166 Polyglaw Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 1 of 65 ONEM01letc. 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 OA 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 bases heet fasteners are Installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be In accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck.shall be documented through proper codified and/or FBC Approval documentation. S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, Insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published Instructions. ➢ Hot asphalt (HA): Full coverage at 25-30lbs/square. D Dow INSTA STIK Cuik 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-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 maybe used where OlyBond 500 is referenced. D OlyBond Classic (OB Classic): Full coverage at 1 gal/square. D ICP Adhesive& Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. D Note: When multiple layersis) of insulation and/or coverbaard 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 boardshall 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 MOP 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: D Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) ➢ Millennium PG-1 Pump Grade Adhesive (M.PGI): MDP -157.5 psf (Min. 0.5-inch thick) ➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) ➢ OMG OlyBond 500 (OB500): MOP -187.5 psf (Min. 0.5-inch thick ISO 95+GL) D OMG OlyBond 500 (011500): MDP -315.0 psf (Min. 0.5-Inch thick ENRGY 3) D ONG OlyBond 500(OB500): MOP -487.5 psf (Min. 0.5-inch thick ACFoam 11) ➢ ICP Adhesives & Sealants Polyset CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 8. Bonded polyisocyanurate Insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WC1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RA5137. 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 Ina 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-R23 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 2 of 65 ONEMOletc. 14. Lightweight Insulating Concrete (LWC) shall be cast In accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC Is referenced, refer to current LWC Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. For "pre-existent" LWC references, listings were established through testing over lightweight concrete cast using only foaming agent (ASTM C896), water and Portland cement (ASTM C150), with no proprietary additives, In accordance with procedures adopted by Miami -Dade BCCO (FBC CER1592). Unless otherwise noted, use of these listings in new construction or re -roof (tear -off) applications Is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications PoLYGLAss ROOF COVERS REFERENCE LAYER I MATERIAL APPLICATION BP -AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type If (Base and Ply sheets, Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI Hot Asphalt at 20-40 Ibs/square Asphalt -Applied) Note: Asphalt -applied sheets or insulation shall not be applied to polyjilm surfaced membranes. Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 Type II, Polyglass HT Base 650 PG350 at 1.5-2.0 SBS-vat Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshleld TS-G, Elastoshield gal/square TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II Polyplus 35 at 1.5-2.0 SBS-CA2 Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 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 SBS-AA Base Ply or Ply 56 Type II, Polyglass HT Base 650 Hot Asphalt at 2G-40 (SBS, Asphalt -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Ibs/square Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Note: Asphalt -applied sheets orinsulation shall not be applied to poly -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 650 Torch -Applied (SBS, Torch -Applied) Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS- Cap Ply 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, PolyrefleR Self -Adhering (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substrates for SBS-SA are limited to the SOS -SA Base Ply options herein, Elastobase (poly/sand) or Elastobase (poly/poly). PG350 at 1.5-2.0 APP-CA1 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) Cap Ply Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool APP SA Note: Unlessotherwite noted, permissible membrane substratesforAPP-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering (APP, Self -Adhering) Elastobase (Poly/sand) or Elastobase (poly/poly). NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-RZ3 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 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: ONEMOjetc. The lesser of the MDP listings below vs. those in Table 3A OPTION # ..PRIMER VAPOR BARRIER OPTIONS; STRUCTURAL CONCRnE DECK; ADHERED VAPOR BARRIER I NSUILATION PER TABLE 3A - INSULATION ADHESIVE MOP(PSF) TYPE ATTACH VB-1. PG300 Elastoflex 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. PGS00 Elastoflex SA P Self -Adhering Insta-Stik, 12-inch D.C. -75.0 VB-4. PG100 Elastoflex SA P Self -Adhering Millennium One Step Foamable Adhesive, 12-inch D.C. -157.5 VB-S. PG100 Elastoflex SA P Self -Adhering CR-20, 12-Inch o.c. -270.0 VB-6. PG100 Elastoflex SA V Base, Elastoflex SA V FR 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 may be applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for application limitations and a Roofing Materials Directory for fire ratings associated with coating usage. SURFACING OPTIONSMODIFIED •• F SYSTEMS Option# 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. PG700CLS (Quick Set) High Quality Elastomeric Roof Coating FL10291 SURF-6. PG800 Asphalt Emulsion Roof Coating FL10291 SURF-7. Polyplus 60 Premium Non-Fibered Aluminum Roof Coating FL10291 SURF-8. Polyplus 65 Premium Fibered Aluminum Roof Coating FL10291 SURF-9. Polybrite 70 Premium Grade Elastomeric Roof Coating FL10291 SURF-10. Polybrite 70QS(Quick Set) Premium Grade Elastomeric Roof Coating FL10291 SURF-11. Polybrite 71 HS FL10291 SURF-12. Polybrite 90 High Solids Silicone Roof Coating FL10291 SURF-13. Polybrite 95 Silicone Roof Coating FL10291 SURF-14. KM Acryl 15 FL27409 SURF-15. KM Acryl 15 CIS FL27409 SURF-16. KM Acryl 25 FL27409 SURF-17. KM Acryl 25 CIS FL27409 SURF M A0 HS FL7098. KMAcryl4 FL7409SURF-19 SURF-20. KM PS4250 FL27409 SURF-21. KM PS#220 FL27409 18. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-R23 Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018 Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 4 of 65 NNEMOletc. TABLE 11: ....REROOF (TEAR -OFF) SYSTEM TYPE F: . BONDED ROOF System Deck (Note 1) Primer Roof Cover (Note 15) MOP (psQ' - Joint Treatment Base Ply Ply - capply.- _ No. V-170 Min. 15/32- None None SBS-SA (Optional)SBS-SA, SBS- SBS-SA, APP-SA, SBS- -90.0 —foch plywood TA APP TA TA APP TA W-171 Min. 15/32- (Optional) P6100 None Polyflex SA Base (Optional)APP-TA APP-TA -90.0 inch plywood W172 Min. 15/32- PG100 None SBS-SA (Optional)SBS-SA, SBS- SBS-SA, APP-SA, SBS- 975 inch plywood TA, APP-TA TA, APP-TA Min. 15/32- Plywoodjoints are covered with flinch wide strips of Elastoflex SA V Plus, rolled Into Elastoflex SA V Base or (Optional) 5B5-SA, SBS- SBS-SA, APP-SA, SBS- W-173 inch plywood (ODtional)PG300 place to create continuous bond. Elastoflex SA V FR Base TA, APP-TA TA,APP-TA -97.5 W174 Min. 15/32- POLVBRITE 745 None SBS-SA (Optional)SBS-SA, SBS- SBS-SA, APP-SA, SBS- -105.0 Inch plywood TA, APP-TA TA, APP-TA Min. 15/32- Plywoodjoints 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 inchplywood (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 poly0ex SA Base (Optional)APP-TA APP-TA -135.0 inch plywood place to create continuous bond. NEMO ETC, LLC Certificate of Authorization #32455 Prepared by: Robert Nieminen, PE-59166 GTH EDITION (2017) FBC NON-HVHZ EVALUATION Polygiass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-R21 for FL1654-R23 Revision 21:10/08/2018 Appendix 1, Page 26 of 65 RECEIVED MAY 15 2019 M Lucie County, Permitting 12 ECTS Home Login User Registndon I Hot Topics Submlt SurNaMe 1 Stats&Facts; Publications I FBC Stan I &CISSite Map Links Search IfProduct Approval SCANNED �r 0USER: Public User �s Lucie Luce County En�r.w3ki i ps ty Product Aonmval Menu > Pmoutt m Application Search > Application LKt a Application Detail St. yt �i FL# FL9777-R11 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Owens Coming Address/Phone/Email One Owens Coming Parkway Toledo, OH 43659 (740)404-7829 greg. keeler@ owenscoming.m m Authorized Signature Greg Keeler greg. keeler@owenscoming. com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Undedayments 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 Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden Y' Validation Checklist - Hardcopy Received Certificate of Independence FL9777 R31 COI OCR14002 8a 2017 FBC Evaluation Report We th l k Non-HVHZ.odf Referenced Standard and Year (of Standard) Standard 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 fi Model, Number or Name Description 19777.1 Weatherlock G Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL9777 Ril 11 OCR14002.8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Other: See evaluation report for limits of use. Created by Independent Third Party: Yes Evaluation Reports FL9777 R11 AE OCR14002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ odf Created by Independent Third Party: Yes 9777.2 Weather -Lock G (High Tear) Weatherproofing Underlayment Limits of Use Installation Instructions 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, FL9777 Ril 11 OCR14002 8a 2017 FBC EvaluatoR�,00rt Weatherlock Non-HVHZ.odf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 R11 AE OCR14002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ pdP Created by Independent Third Party: Yes 9777.3 Weatherlock MAT Waterproofing Undedayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9777 RII IT OCU4002 8b 2017 FBC Evaluation Report Weatherlock HVHZ.odf Approved for use outside HVHZ: No Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Other: See evaluation report for limits of use. Created by Independent Third Party: Yes Evaluation. Reports FL9777 Rll AE OCR14002 8b 2017 FBC val ation Report Weatherlock HVHZ odf Created by Independent Third Party: Yes 9777.4 Weatherlock MAT Waterproofing Underlayment Limits of Use Installation Instructions Approved for use In HVHZ: No FL9777 1111 It OCR14002 Ba 2017 FBC Evaluation Report Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. See evaluation report for limits of use. Weatherock Non-HVHZodf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 RSS AE OCR14002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ odf Created by Indepentlent Third Party: Yes 9777.5 Weatherlock Metal Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use In HVHZ: No FL9777 Rl1 II�Q02.8a 2017 FBC Evaluation R port Approved for use outside HVHZ: Yes Weatherlock Non-HVH7 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 Indepentlent Third Party: Yes Evaluation Reports FL9777 1311 AE OCRI4002.8a 2017 FBC Evaluation Report Wotberlock Non-HVHZ.Pdf Created by Independent Third Party: Yes 9777.E Weatherlock Metal Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use In HVHZ: Yes Approved for use outside HVHZ: No 19777 R31 11 O R1400 Rh ant r•ar Evaluation Rcnnrf Weatherlock HVHZ odf Impact Resistant: N/A Design Pressure: N/A Other: See evaluation reportfor limits of use. Verified By: Zachary R. Priest PE-74021 - Created by Independent Third Party: Yes Evaluation Reports FL9777 R11 AE OCR14002.86 2017 FBC Evaluation Report Weatherlock HVHZ.Ddf Created by Independent Third Party: Yes Weatherlock Specialty Tile & Metal I 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 R11 II OCR34002.8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.Pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 Rl I AE OCR14002.8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.odf Created by Independent Third Party: Yes 0ac9 Nsxt connect Us:: 2601 Blair Stone Road. Tallahassee 3299 Phone: 850-487-1824 The states of Florida is an ANEW employer. copyright 2007-2013 State of Florida.:: Nivocv Statement :: pccesslhiliN Statement r. Retvnd Stamment Under Florida law, email addresses are public records. If you do net want your e-mall address released In response to a puh0o-records request, do not send electronic mail to NB entity. Instead, contact Me office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant re Section 455.275(1), Fiends statutes, effective OCMber 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the publla To determine If you are a licensee under chapter 455, F.S., please dick here . product Approval Acccpb: ®®®IM • a it`Cll rli`t'AOTIiit.'S