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HomeMy WebLinkAboutPRODUCT APPROVAL9/9/2019 Florida Building Co,: _ ,:line r gC .. ® t • o r _ 0 . BOS Home I Log In I User Re Noa[ion I Hot Topics I submit Surcharge stats&Pacts I Publications I contact Us BOS site Map I rinks I search Florida i rt f d Product Approval p� USER: Public User <<{ r Procluct Approval Menu > ProduQ or Application Searcho Appliation list> Application Detail FL # ,-1554R2 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer O4YCs- 5:U'. 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)429-8610 MAlpert@polyglass.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System SCByNED St. LUc/e County 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 :k Validation Checklist - Hardcopy Received Certificate of Independence FL1654 R25 COI 2019 01 COI NIEMINEN.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D4897 2001 ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 UL 1897 2012 https:l/floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pwBpKxAhcU2%2b7GQ2M0%2ba2XWrlmggtg%3d%3d 1/2 9/9/2019r Florida Building CI' ,`�iline Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Summary of Products Method 1 Option D 08/12/2019 08/13/2019 08/17/2019 FL # Model, Number or Name Description 654,1 oty s 585. ,� d APP MoM and APP m1}itied 6 en aof s st€m Limits of Use Installation Instructions Approved for use in HVHZ: No FL1654 R25 II 2019 08 FINAL Al ER PG MODBIT FL1654- R25. d Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.) The design pressure In this application relates to Evaluation Reports one particular assembly over Concrete deck. Refer to the ER FL1654 R25 AE 2019 08 FINAL ER PG MODBIT FL1654- 1125.0f Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Use. Created by Independent Third Party: Yes Back Next Contact Us:: 2601 Blair stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employee Cp�richt 2007-2013 State of Florida :: Privacy Statement :: Accessiblli[v Statement :: Refund Statement Under Florida law, small addresses are public records. If you do not want your e-mail address released In response to a publicrecords request, do net send electronic mail to this entity. Instead, contact the of0ce by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to section 455.275(1), Florida statutes, eli October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The smalls 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 public. To determine if you are a licensee under Chapter 455, F.S., please click h,,, Product Approval Accepts: ®®®990 ec!Uf7h'b1 ETRI CS' https://foridabuilding.org/pr/pr_app_dll.aspx7param= GEVXQMDgvgqu2w%2bnFgUPv2pw6pKxAhcU2%2b7GQ2MOp/o2ba2XWdmggtg%3d%3d 212 ONEMOjetc. 1: APPENDIX 1: TABLE ATTAcHM ENT REQUIREMENTS FOR WIND DECK UPUF­r RESISTANCE APPLICATION TYPE DESCRIPTION PAGE 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 -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 10-11 10 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 12 SE Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 12-14 1F Woad New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 15-18 SG Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 18-22 1H Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 23-28 11 Wood New or Reroof (Tgar-Off) F Non -Insulated, Bonded Roof Cover 29 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 30-32 a -, �. oner ,2 r ear... tFor.ReEWe5 0 � :, -ace rnsu a u one oc -nv 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-1 Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 38-39 2D Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Velociflex, Bonded Roof Cover 40-41 BA Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 42-50 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover s0 4A Lightweight concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 51-53 48 I Lightweight concrete New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 54 4C Lightweight concrete New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 55-58 SA Cementitious wood fiber New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 59 5B Cementitious wood fiber Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 60 SC Cementitious wood fiber Reroof (Tear-off)or Recover 8 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 61 5D Cementitious wood fiber Reroof (Tear-Off)or Recover C Mech. Attached Insulation, Bonded Roof Cover 61 5E Cementitious wood fiber Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 61 6A Existinggypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 62-64 68 Existing gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 64 6C Existing gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 64 6D Existing gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Meth. Attached Base Sheet, Bonded Roof Cover 64 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 65-69 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 69 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be In accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: ➢ Wood: 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 accordancewith fastener manufacturer's published installation instructions. NEMO ETC, LLC Certificate of Authorization #32455 ©2018 NEMO ETC, LLC 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-R23 for FL7654-R25 Revision 23: 08/12/2019 Appendix 1, Page 1 of 69 a ONEMOBetc. 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, banded 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. 5. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, Insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ Hot asphalt (HA): Full coverage at 25-30lbs/square. ➢ Dow INSTASTIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c. ➢ 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-PG3): Continuous 0.25 to 0.5-Inch wide ribbons, 12-Inch o.c. ➢ OMG OlyBond 500 (O13500): 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. ➢ 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 layersis) of insulation and/or coverboard are installed in ribbon -applied adhesive, boardjoints shall be staggered. ➢ Note: The maximum edge distoncefrom 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 thefollowing 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 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-PGl): 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 (08500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GQ ➢ 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 ACFcam 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. 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 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, 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 Certificate of Authorization #32455 912018 NEMO ETC, LLC 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-R23 for FL1654-RZS Revision 23: 08/12/2019 Appendix 1, Page 2 of 69 NNEMOjetc. 14. Lightweight Insulating Concrete (LWC) shall be castin 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 lightwelght 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. ROOF COVERS REFERENCE LAYER MATERIAL APPLICATION BP -AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II Hot Asphalt at 20-40 Base and PI sheets, ( y PI y One or more Iles Polyglass PI IV, Polyglass PI VI, FBC Approved ASTM D2178, Type IV or VI p yg y yg y pp yp Ibs/square Asphalt -Applied) Note: Asphalt -applied sheets or insulation shall not be applied to poly -film surfaced membranes. Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield HT SBS-CA1 Cap Ply Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex 56 HP, Elastoflex 56 G, Elastoflex56 G FR, Elastoshield TS G, Elastoshield TS PG350 at 1.5-2.0 gal/square G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Base Ply One ply Elastobase (sand/sand); Elastoflex V, Elastoflex 56, Elastoflex S6 HP Polyplus 35 at 1.5-2.0 SBS-CA2 Cap Ply Elastoflex V G, ElastoflexV G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex S6G FR, Elastoshield TS G, Elastoshield TS gal/square G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Base Ply or Ply One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex SBS-AA 56 HP, Elastoshield HT Hot i at 20-40 (SBS, Asphalt -Applied) Cap Ply Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex 56, Elastoflex 56 HP, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS G; Ibs/square uare 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 One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield HT SBS-TA (SBS, Torch -Applied) Cap Ply Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex 56 HP, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS G, Torch -Applied Elastoshield TS FR G SBS (poly-fllm backed), Polyfresko G SRS FR (poly -film backed) Base Ply One or more pli -a5 x-A ;- Iastoflex SA V FR, Elastoflex SAV Plus, Elastoflex SAV Plus FR I Cap Ply Elastoflex SA P, Elas o R, Polyreflect (SBS, Self -Adhering) Nate: Unless otherwise noted, permissible membrane substratesforSBS-SA am limited to the 58S-SA Base Ply options herein, Self -Adhering Elastobase (poly/sand) or Elastobase (poly/poly). APP-CA3 Cap Ply Polyflex G FR PG350 at 1.5-2.0 gal/square Base Ply or Ply One org: olyglBase, Polyflex, Polybond (APP, Torch -Applied) Cap Ply Polyfle qx olyflassex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR Torch -Applied Ca PI Polyflex S , o Iex SA P FR, Polyfresko G SA P, Polyfresko G SA P FR, Polykool APP SA (APP, Self -Adhering) Note: Unless otherwise noted, permissible membrane substrates forAPP-SA are limited to the5B5-SA Base Ply options herein, Self -Adhering Elastobase (poly/sand) or Elastobase (poly/poly). NEMO ETC, LLC Evaluation Report P9290.02.08-R23 for FL1654-RZS Certificate of Authorization #32455 hie EDITION (2017) FBC NON-HVHZ EVALUATION Revision 23: 08/12/2019 02018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 - Appendix 1, Page 3 of 69 16. Vapor barrier options for use over structural Concrete deck followed by adhered insulation carry the following Maxi mum Design Pressure (MDP) limitations. applies: ONEMOjetc. The lesser of the MDP listings below vs. those in Table 3A OPTION PRIMER VAPOR BARRIER .. DECK; VAPOR BARRIER INSULATION ADHESIVE MOP(PSF) TYPE ATTACH VB-1. PG100 Elastoflex SAV Plus Self -Adhering Inta-Stlk or CR-20, 12-inch D.C. -60.0 VB-2. PG300 Polyglass Base Torch -applied Inta-Stik or CR-20, 12-inch D.C. -75.0 VB-3. PG300 Elastoflex SAP Self -Adhering Insta-Silk, 12-inch D.C. -75.0 VB-4. PGS00 Elastoflex SAP Self -Adhering Millennium One Step Foamable Adhesive,12-Inch D.C. -157.5 VB-S. PG100 Elastoflex SAP Self -Adhering CR-20, 12-inch D.C. -270.0 VB-6. PG100 Elastoflex SA V, Elastoflex SA V FIR, 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. _2g0.0 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 mtlnas associated with coating usaee. Option IT, SURFACING NS FOR POLYGi-ASS MODIFIED BITUMEN ROOF SYSTEMS Surfacing Florida Product Approval SURF-1. PG300 Fibered Roof Coating FL30291 SURF-2. PG600 Non-Fibered Aluminum Roof Coating FL10291 SURF-3. -TURF-4 PG650 Fibered Aluminum Roof Coating FL10291 . PG700 High Quality Elastomeric Roof Coating FL10291 SURF-5. PG700QS (Quick Set) High Quality Elastomeric Roof Coating FL10291 SURF-6. PG800 Asphalt Emulsion Roof Coating FL10291 SURF-7. Polypus 60 Premium Non-Fibered Aluminum Roof Coating FL10291 SURF-8. Polyplus 65 Premium Flbered Aluminum Roof Coating FL20291 SURF-9. Polybrite 70 Premium Grade Elastomeric Roof Coating FL10291 SURF-10. Polybrite 70QS (Quick Set) Premium Grade Elastomeric Roof Coating FL20291 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 Acry140 HS FL27409 SURF-19. KM Acryl 85 FL27409 SURF-20. KM PS#250 FL27409 SURF-21. KM PS4220 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-R23 for FL1654-R25 Certificate of Authorization#32455 6raEDITION (2017)FBC NON-HVH2 EVALUATION Revision 23: 08/12/2019 02018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; 954 233- y ( ) 1330 Appendix 1, Page 4 of 69 11 ONFF001licift TABUE213: STEEL OR STRUCTURAL CONCRETE.CONSTRUCTION,.. SYSTEIVITYPEC: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER SystemF2,500psl Base Insulation layer Top Insulation Layer Roof Cover (Note 15) MDP Type Fasten Attach Base Ply Ply Cap Ply No. (Psf) - (Optional for recover) Dens Deck OMG 3 in. Galvalume Plate (non -ribbed) with #12 Roofgrip One or morela ers, prime ar (steel only) or OMG #l4 Hea ekfast Hex (aka,Y e O tional SBS-TA or any combination, Dekfast PLT-H-2-7/8)wit 'as- 1.. teel only)or ® urAPP-TA e loose laid optionally primed with Dekfast #14, Trufast 3" Metal lnsu awn Plate with Trufast , POLYBRITE 745 or WB3000 #12 DP (steel only) or Trufast #14 HD MIn.1.5-Inch ACFoam II, Dekfast Hex (aka, Dekfast PLT-H-2-7/8) or Dekfast Min. 22 ga., type B, (Optional) One or ACFoam III, EnergyGuard Polyiso Insulation, ENRGY 3, Galvalume Steel 3" Round Insulation Plate (aka, Dekfast SBS-SA, SC-08. Grade 33 steel or more layers, an Y y ENRGY3 CGF, H-Shield, H- PLT-R-3) with Dekfast#12 (steel only) or Dekfast 414, OMG 1 per (Optional) SBS-SA; APP-SA, min. 2,500 psi combination, loose Shield CG, ISO 95+GL, Multi- 31n. Galvalume Plate (non -ribbed) or OMG AccuTrac Plate 1.33 112 5BS-SA SBS-TA, APP-TA SBS-TA, -67.5' structural concrete laid Max FA3, Polytherm or Ultra- with #12 Roofgrip (steel only) or OMG 414 Heavy Duty or APP TA Max optionally primed with Trufast 3" Metal Insulation Plate with Trufast#12 DP (steel POLYBRITE 745 or WB3000 only)or Trufast#14 HD Min. 22 ga., type B, (Optional for recover) Min. 0.25-Inch Dens Deck OMG 3 in. Galvalume Plate (non -ribbed) with #12 Roofgrip SC-49. Grade 40 steel or one or more layers, Prime or SECUROCK (steel only) or OMG #14 Heavy Duty, Dekfast Hex (aka, 1 per (Optional) SBS-TA SBS-TA or mructurn. 00psion nation, apse Gypsum -Fiber Roof Board Dekfast PLT-H-2-7/8) with Dekfast #12 DP (steel only) or 1.33 it' 585-SA 72 5 structural concrete loose laid laid optionally primed with Dekfast #14, Trufast 3" Metal Insulation Plate with Trufast or APP-TA APP-TA POLYBRITE 745 or WB3000 #12 DP (steel only) or Trufast #14 HD Min. 22 ga., type B, (Optional) One or SC-50. Grade 33 steel or min. 2,500 psi more layers, any combination, loose Min. 0.5-Inch SECUROCK Gypsum -Fiber Roof Board OMG 3-Inch Galvalume Steel Plate with OMG #14 HD 1 per 1.78 f[t SBS-SA (Optional) SBS-TA ( p ) SBS-TA -75.0 structural concrete laid Polygrip 014 or Polygrip #15 with Polygrip Hex Plate or Min. 22 ga., type B, (Optional for recover) Min. 0.25-Inch SECUROCK Dekfast DF-#14 or DF-#15 with Dekfast Hex (aka, Dekfast SC-51. Grade 40 steel or One or more layers, Gypsum -Fiber Roof Board PLT-H-2-7/8) or OMG #14 Roofgrip or #15 Roofgrip with 1 per 1 (OPtional)SBS-TA, SBS-TA min. 2,500 psi P an combination, min. Y optional) optionally primed with OMG 3 in. Round Metal Plate or Accutrac Flat Bottom Plate ft' SBS-SA APP TA APP TA -90.0 structural concrete 1-inch, loose laid POLYBRITE 745 or WB3000 orTrufast#14 HD or Trufast#15 EHD Fasteners with Trufast 3" Metal Insulation Plate Min. 22 ga., type B, (Optional for recover) Polygrip #14 or Polygrip #15 with Polygrlp Hex Plate or SC-52. Grade 40 steel or One or more layers, Min. 0.25-Inch Dens Deck Dekfast DF-914 or DF-#15 with Dekfast Hex lake, Dekfast iperl ) 5-TA, (Optional) SB SBS-TA, min. 2,500 psi any combination, min. Prime 0 optionally P Y Primed with PLT-H-2-7/B) or OMG #14 Roofgrip or Roofgrip with fl? SBS-SA -97.5 structural concrete 1-inch, loose laid POLYBRITE 745 or WB3000 OMG 31n. Round Metal Plate or Trufast#14 HD or Trufast APP TA APP TA #15 EH Fasteners with Trufast 3" Metal Insulation Plate COW -APPLIED BASE PLY: - - Min.22 ga., type B, (Optional for recover) SC-53, Grade 33 steel,, Oneormpre la ers, Min. 0.25-Inch Dens Deck Dekfast Galvalume Steel Hex with Dekfast #14, OMG 3" l per 2 585- SBS-CAI, SBS-CAS, min. 2,500 psi any combination, Prime or SECUROCK Galvalume Ribbed Plates with OMG#14 RoofGrl or Trufast P C ZCAl, SBS-DA2, -45.0" structural concrete loose laid Gypsum -Fiber Roof Board 3" Metal Insulation Plates with Trufast#14 HD Fasteners SBStCA2l) qpp-CAS NEMO ETC, LLC Certificate of Authorization #32455 02018 NEMO ETC, LLC VH EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233.1330 Evaluation Report P9290.02.08-R23 for FL1654-RZS Revision 23: 08/12/2019 Appendix 1, Page 37 of 69 9/9/2019 ' - ' -Flodda Building Code Online 1 BusinessRenick DEPARTIM15W GP ,tion ® t_ r H acts Home I Log In I User Registration I Hot Topics I submit surcharge I stets Is Facts I Publicatlpns I cornea us I aC1S site Map I U.lcs I Search I —1IFl—onda^ jr -pY Product Approval lh/) I g USER:Prod Public User S P,adu t la roval Menu > product or Application Search > Application List > Application Detall FL # 654-R2 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived ❑ t Product Manufacturer POLY-._ S U5 Address/Phone/Email 1111 W. Newport Center Drive » �l Deerfield Beach, FL 33442 (954)233-1330 Ext 242 9 malpert@polyglass.com �0 Q 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 MA]pert@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 Niernmen 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 G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL1654 R25 COI^2019 01 COI NIEMINEN.pdf Standard Year ASTM D4897 2001 ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 UL1897 2012 https:ltfloddabuilding.org/pr/pr app_dfl.aspx?param=wGEVXQwtDgvgqu2wp/2bnFgUPv2pw6pKxAhcU2p/o2b7GQ2M0%2ba2XV,Mmggtg%3dp/o3d 112 9/9/2019 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Summary of Products Method 1 Option D 08/12/2019 08/13/2019 08/17/2019 FL # Model, Number or Name Description fi ,1 yglass 3$$ a1W APP Mgdified SBS and APP modl led bl men roof s ste NO R p.:. sE s Limits of Use Installation Instructions Approved for use in HVHZ: No FL1654 R25 II 2019 08 FINAL Al ER PG MODBIT FL1654- R25.jWj 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 relates to Evaluation Reports one particular assembly over concrete deck. Refer to the ER F 1654 R 5 AE ?.019 08 FINAL ER PG MODBIT FL1654- R25.pff Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Use. Created by Independent Third Party: Yes Back Next contact Us :: 2601 Stair Stone Road Tallahassee FL 32399 Phone: 850-489-1824 The state of Florida is an AA/EEO employer. COl;yriaM1[ 200J-2013 State of Florida.:: Privacy s[atemenl :: Accessibility Statement :: Refund statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The emalls 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 public. To determine if you are a licensee under chapter 455, FS., please click ham. product Approval Accepts: ® ®®RE M securitYnteTlucS` https://floddabuilding.org/prlpr_app_dti.aspx?param=wGEVXQvADgvgqu2w°/42bnFgUPv2pw6pKXAhCU2%2b7GQ2M0%2ba2XWrlmggtg k3tl%3d 212 ONEMOletc. APPENDIX 1: TABLE ATTACHMENT REQUIREMENTS FOR WIND - '.DECK UPLIF-r RESISTANCE APPLICATION TYPE - 'DESCRIPTION PAGE 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 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 1F Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 15-18 1G Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 18-22 1H Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 23-28 11 Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 29 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 30-32 m seuccura e crew e0roo ear-: . a ecove Q ..: ec ... xac e... u to an. no -ou cm 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-1 Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 38-39 2D Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Velociflex, Bonded Roof Cover 40-41 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 42-50 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 50 4A Lightweight concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 51-53 _4B Lightweight concrete New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 54 4C Lightweight concrete New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 55-58 5A Cementitious woad fiber New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 59 5B Cementitious wood fiber Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 60 5C Cementitious wood fiber Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 61 5D Cementitious wood Ober Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 61 5E Cementitious wood Ober Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 61 6A Existing gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 62-64 6B Existing gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 64 6C Existing gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 64 6D Existing gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 64 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 65-69 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 69 The following notes apply to the systemsoutlined 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 engagethe topflute ofthe steel deck. ➢ Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. NEMO ETC, LLC Certificate of Authorization #32455 @2018 NEMO ETC, LLC 6m EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-R23 for FL1654-R25 Revision 23: 08/12/2019 Appendix 1, Page 1 of 69 ONEMOletc. 3. Unless otherwise noted, insulation maybe anyone layer or combination of polylsocyanurate,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 1505.1 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. 5. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions ➢ Hot asphalt (HA): Full coverage at 25-30lbs/square. D Dow INSTA STIK Cluik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-Inch wide ribbons,12-inch o.c. ➢ 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-PGI): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ➢ 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 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. ➢ Note: When multiple loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board joints shall be staggered. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board 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 polyisocyanumte at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase' the MDP listings in the tables; rather if 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) - D OMG OlyBond 500 (OB500): 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) ➢ OMG OlyBond 500 (O13500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II) ➢ 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. 10. Forfully 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-R23 for FL3654-R25 Certificate of Authorization #32455 Bra EDITION (2017) FBC NON-HVHZ EVALUATION - Revision 23: 08/12/2019 @2018 NEMO ETC; LLC Polyglass Modified Bitumen Roof Systems, (954) 233-1330 Appendix 1, Page 2 of 69 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 following references for bonded base, ply or cap sheet applications. POLYGLAss • REFERENCE. LAYER. I MATERIAL APPLICATION 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, Tye IV or VI Asphalt -Applied) Note: Asphalt -applied sheets or Insulation shall not be applied to`poly-film surfaced membranes. Ibs/square Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield HT PG350 at 1.5-2.0 SBS-CAI ! Cap Ply Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS gal/square 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 HP PolyplUs 35 at 1.5-2.0 SBS-CA2 Cap Ply Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS gal/square G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Base Ply or Ply One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex 56, Elastoflex S6 HP, Elastoshield HT SBS-AA Hot Asphalt at 20-40 (SBS, Asphalt -Applied) Cap Ply Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, 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-appliedsheets or Insulation shallnot be applied to poly -film surfaced membranes. Base Ply or Ply One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield HT SBS-TA (SBS, Torch -Applied) Cap Ply Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex 56, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS G, Torch -Applied Elastoshield TS G FR G SBS poly -film backed), Polyfresko G SBS FR (poly -film backed) Base Ply. One or more pli a 's la,,'oflex SA V FR, Elastoflex SA V Plus, Elastoflex SA V Plus FR Cap Ply Elastoflex SA P, Elasto R, Polyreflect Self (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substratesfor SBS-SA are limited to the SBS-SA Base Ply options herein, -Adhering Elastobase (poly/sand) or Elastobase (poly/poly). APP-CA3 Cap Ply Polyflex G FR PG350 at 1.5-2.0 gal/square ( Base Ply or Ply One or clyglaa s Base, Polyflex, Polybond (APP, Torch -Applied) Cap Ply Polyfle o , olyFlex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR Torch -Applied Cap ply Polyflex S , o yflex SA P FR, Polyfresko G SA P, Polyfresko G SA P FR, Polykool APP-SA (APP, Self -Adhering) Note: Unless otherwise noted, permissible membrane substratesforAPP-SA are limitedto the SBS-SA Base Ply options herein, Self -Adhering Elastobase (poly/sand) or Elastobase (poly/poly). NEW ETC, LLC Evaluation Report P9290.02.08-R23 for FL3654-R25 Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 23: 08/12/2019 02018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems, (9S4) 233-1330 Appendix 1, Page 3 of 69 16. Vapor barrier options for use over structural concrete deck followed by adhered Insulation carry the following Maximum Design Pressure (MDP) limitations. applies: NNEMOjetc. The lesser of the MDP listings below vs. those in Table 3A OPTION # PRIMER VAPOR BARRIER OPTIONS; DECK; VAPOR BARRIER INSULATION ADHESIVE MDP(PSF) TYPE ATTACH VB-1. PGS00 Elastoflex SA V Plus Self -Adhering Inta-Stik or CR-20, 12-inch D.C. -60.0 VB-2. PG300 Polyglass Base Torch -applied Inta-Stik or CR-20, 12-Inch D.C. -75.0 VB-3. PG100 Elastoflex SA P Self -Adhering Insta-Stik, 12-Inch o.c. -75.0 VS-4. PG300 Elastoflex SAP Self -Adhering Millennium One Step Foamable Adhesive,l2-inch o.c. -157.5 VB-S. PG300 Elastoflex SA P Self -Adhering CR-20, 12-Inch o.c. -270.0 VB-6. PG100 Elastoflex SA V, Elastoflex SA V FR, 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. _2g0.0 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 Roofing Materials Directory for fire ratinRs associated with coating usage. OPTIONSSURFACING Option # Surfacing Florida Product Approval SURF-1. PG300 Fibered Roof Coating FL10291 SURF-2. PG600 Non-Fibered Aluminum Roof Coating FL10291 SURF-3. PG650 Fibered Aluminum Roof Coating FL10291 SURF-4. PG700 High Quality Elastomeric Roof Coating FL10291 SURF-S. PG700Q$ (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-12i Polybrite 90 High Solids Silicone RoofCoating 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 PS#250 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-R23 for FL3654-R25 Certificate of Authorization #32455 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 23: 08/12/2019 02018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 4 of 69 ONEMOjetc. TABLE 2B: STEEL . • .. R- OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED RO System _ Top Insulation', Layer Roof Cover (Note,15) MOP No. Deck (Note 1) Base Insulation Layer (Psf) Type Fasten ;Attach Base Ply, _ Ply Cap Ply (Optional for recover) m n Dens Deck OMG 3 in. Galvalume Plate (non ribbed) with #12 Roofgrip in. ..l. for One or more layers, Prime or (steel only) or OMG #14 Hea ekfast Hex (aka, (Optional) SBS-TA - or sin- zr -. as min. 2,500 psi any combination, Dekfast PLT-H-2-7/8)wit .o._ reel only)or l or APP-TA ED optionally primed with structural concrete loose laid Dekfast #14, Trufast 3"Metal lnsu ation Plate with Trufast POLYBRITE 745 or WB3000 #12 DP (steel only) or Trufast #14 HD Min. 1.5-inch ACFoam II, Dekfast Hex (aka, Dekfast PLT-H-2-7/8) or Dekfast ACFoam III, EnergyGuard Galvalume Steel 3" Round Insulation Plate (aka, Dekfast Min. 22 ga., type B, (Optional) One or Polyiso Insulation, ENRGV 3, PLT-R-3) with Dekfast #12 (steel only) or Dekfast #14, OMG SBS-SA, SC-48. Grade 33 steel or more layers, any ENRGY 3 H-Shield, 3 in. Galvalume Plate (non -ribbed) or OMG AccuTrac Plate 1 SBS-SA (Optional) SBS-SA, -67.5" mructuralcon combination, loose , ISOGF, Multi- Shield CG, 15095+GL, MuIra with #12 Roofgrip (steel only) or OMG #14 Heavy Duty or 3 ft3 1.33ft SBS-TA, APP-TA SBS-TAPP-SA, SBS-TA, structural concrete laid Max FA3, Polytherm or Ultra- Trufast 3" Metal Insulation Plate with Trufast #12 DP (steel APP TA Max optionally primed with only)or Trufast#14 HD POLYBRITE 745 or WB3000 Min. 22 ga., type B, (Optional for recover) Min. 0.25-Inch Dens Deck OMG 3 in. Galvalume Plate (non -ribbed) with #12 Roofgrip Grade 40 steel or One or more layers, Prime or SECUROCK (steel only) or OMG #14 Heavy Duty, Dekfast Hex (aka, 1 per (Optional) SBS-TA SBS-TA or SC-49. min. 2,500 psi any combination, Gypsum -Fiber Roof Board Dekfast PLT-H-2-7/8) with Dekfast #12 DP (steel only) or . 1.33 fir? SBS-SA or APP-TA APP-TA 72 5 structural concrete loose laid optionally primed with Dekfast Metal Insulation Plate with Trufast POLYBRITE 745 or WB3000 #12 DP (steel only) or Trufast #14 HD steel only) or Min. 22 ga., type B, (Optional) One or SC-50. Grade 33 steel or more layers, any Min. 0.5-inch SECUROCK OMG 3-inch Galvalume Steel Plate with OMG #14 HD 1 per SBS-SA (Optional) SBS-TA SBS-TA -75.0 min, 2,500 psi combination, loose Gypsum -Fiber Roof Board 1.78 ft z structural concrete laid Polygrip #14 or Polygrip #15 with Polygrip Hex Plate or Min. 22 ga., type B, (Optional for recover) Min. 0.25-Inch SECUROCK Dekfast DF-#14 or DF-#15 with Dekfast Hex (aka, Dekfast Grade 40 steel or One or more layers, Gypsum -Fiber Roof Board PLT-H-2-7/8) or OMG #14 Roofgrip or #15 Roofgrip with 1 per 1 (Optional) SBS-TA, SBS-TA, SC-51. min. 2,500 psi any combination, min. optionally primed with OMG 3 in. Round Metal Plate or Accutrac Flat Bottom Plate ft' SBS-SA APP TA APP TA -90.0 structural concrete 1-inch, loose laid POLYBRITE 745 or WB3000 or Trufast #14 HD or Trufast #15 EHD Fasteners with Trufast 3" Metal Insulation Plate Min. 22 ga., type B, (Optional for recover) Polygrip #14 or Polygrip #15 with Polygrip Hex Plate or Grade 40 steel or One or more layers, Min. 0.25-inch Dens Deck Dekfast DF-#14 or DF-115 with Dekfast Hex (aka, Dekfast 1 per 1, (Optional) SBS-TA, SBS-TA, SC-52. min. psi any combination, min. Prime optionally primed with PLT-H-2-7/8) or OMG #14 Roofgrip or#15 Roofgrip with ft' SBS-SA APP-TA APP-TA 97 5 structural concrete structural 1-inch, loose laid POLYBRITE 745 or W83000 OMG 3 in. Round Metal Plate or Trufast #14 HD or Trufast #15 EHD Fasteners with Trufast 3" Metal Insulation Plate COLo-Appum BASE PLY: type B, (Optional for recover) Min. 0.25-inch Dens Deck Dekfast Galvalume Steel Hex with Dekfast #14, OMG 3" SBS-CAI, .SC-53. Graden. 3ga., Grade 33 steel or One or more layers, Prime or SECUROCK Galvalume Ribbed Plates with OMG #14 RoofGrip or Trufast 1 per 2 SBS-CAL, SBS- (Optional) SBS-CAS, SBS-CA2, -45.0" min. 2,500 psi. any combination, Gypsum -Fiber Roof Board 3" Metal Insulation Plates with Trufast #14 HD Fasteners ft' CA2- SBS-CA2 APP-CAI structural concrete loose laid NEMO ETC, LLC Evaluation Report P9290.02.08-R23 for FL3654-R25 Certificate of Authorization #32455 6m EDITION (2017) FBC NON-HVHZ EVALUATION Revision 23: 08/12/2019 92018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 37 of 69