The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVALPjq ,.w BUS Nome Log In User Registrar" aot Tepim SpGivt Swcharge Suits a Fa CS j Product Approval r !. USER: Pupas User +a iYtL � L,g Ilrc_- r Puhlmatwits Contact Us acts site Mapunk search Vryonct AoprovzlMmu>prgUutt or AnpEl-•lrn arch. I a; ,_ =RECEIVEDuS.c sc. `u^L !S &43,a Appacattpn petatl �R�FL 6 FL1fi54-R23""Application Type Revision SCANNE®Code Version D1.7 13Y Application Status Approved St. Lucie County Comments Archived REV®�\� jEWE® FOR Product Manufacturer POLYGLASS VSA �ODE Address/Phone/Email 1111 W. Newport Center D COMpL'pNCE T�/ Deerfield Beach, FL 33442 ^'CGCOUNTY ®u� 1 (954) 233.1330 Ext 242 STa ii u V malpert@polyglass.com BOC Authorized Signature Maury Alpert d� malpert@polyglass.com Technical Representative MauryAlpert 1 [ v Address/Phone/Emali 1111 W. Newport Center Drive —I( Deerfield Beach, FL 33442 (912)429-8610 MAlpert@polyglass.com Quality Assurance Representative Up Gji Atldress/Phone/Email Category Roofing mLE 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 LI C Quality Assurance Contract Expiration Date 09/13/2021 Validated By John W. Knezevich, PE Validation. Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) 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 O I Model, Number or Name 1654.1 Polyglass SBS and APP Modified 1 Bitumen Roof Systems Limits of Use Approved for use in HVHZt 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 1 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 it 2018 10 EIPJAL Al ER POIY \ V MODBIT PLI654 R23.Ddf Verified By: Robert Nieminen PE-59166 'Created by Independent Third Party: Yes ' Evaluation Reports s FL 1654 ft23 AE 2018-10 FINAL ER POCrG1ASS MODB1T F1.1654- Uioi Created by independent Third Party: Yes Gantlet Uz :: 2001 Rla•.r S;oce RnnE T 11 h 2 FZ ]2399 lhl-. 850-487-1824 The state of Florida Is an WEED e,mimM. l;SiJytlant 30aJ•2013 SPotP C` nanda ;2 privncv 9tTremiyr ;: Aads5'p'lhy statement ;; Reh:nd Statement Under nadda law, anal addresses are pupEC records, if you do not want youra-mall address released In napensa t0 a pubhc r ards request, do not send electronic wail to this entity. Instead, mgtact the office by phone of by traft0na1 mall. 11 you have any questions, pleasa contaC 850.48T.3395. 'Pursuant to Seaton 455.2y5( I). FbriCa statutes, eftec:rce Onop¢r !. 2012, licensees Iicenze0 unearths ;ter 4SS, F.S. must pervlde Me Department with an areal address If Nay have and. The emads provided may be usM for oficial ededma icapph with the iicenaee. Hews.,r dread addresses are public record, If Yee do not wish m supplya personal address, please pmmde Me Department "M an dread address wh:'ch can be made available to the public. Te determine if you are a licensee under Chapter 455, F5:, please Click nete . Product AOpru�val Accepts: T••.' ISSY_y et'RY Credit Card Safe NNEMOjetc. APPENDIX 1: TABLE ATTACHMENT REQUIREMENTS FOR WIND DECK UPLIFT RESISTANCE APPLICATION TYPE DESCRIPTION 'PAGE SA Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 SB Woad 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 1G Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 1851 SH Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 21-25 11 Wood New or Reroof (Tear -Oft) 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 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 SE Cementitious wood fiber New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 56 6A Existing gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 57-59 6B Existing gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor5heet, Bonded Insulation, Bonded Roof Cover 59 6C Existing gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 60 6D Existing gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 60 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 61-65 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 65 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be In accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentatlon. 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 engagethetop flute ofthe 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 FL1654-RZ3 Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233.1330 Appendix 1, Page 1 of 65 NNEMOletc. 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 CA 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 for5ystem 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 25-30 lbs/square. ➢ 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-PG1): Continuous 0.25 to 0.5-Inch wide ribbons, 12-Inch o.c. D 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 OlyBand 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. D Note: When multiple layers(s) of insulation and/or coverboard are installed In ribbon -applied adhesive, board/o/nts shall be staggered. D 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 Rat -stock or taper board of the minimum thickness noted. Tapered polylsocyanu rate 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-PG1): 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): MDP -187.5 psf (Min. 0.5-inch thick IS095r GL) ➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-Inch thick ACFoam II) D 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 AN51/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk- carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 11. For 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 TA5105. 12. For existing substrates in a bonded recover or re -roof Installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on Its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing In accordance with AN51/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 Prepared by: Robert Nieminen, PE-59166 6" EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-R21 for FLI654-R23 Revision 21: 10/08/2018 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 topcoat 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. ROOF COVERS REFERENCE LAYER MATERIAL APPLICATION SP-AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II Hot Asphalt at 20-40 (Base and Ply sheets, Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI Ibs/square Asphalt -Applied) Note: Asphalt -applied sheets or Insulation shall not be applied to poly -film surfaced membranes. Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base 650 pG350 at 1.5-2.0 SBS-CA3 Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex56, Elastoflex S6Type Il, Elastoflex 56 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 56, Elastoflex S6 Type II Polyplus 35 at 1.5-2.0 SBS-CA2 Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6Type II, Elastoflex 56 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 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 Type II, Polyglass HT Base 650 Hot Asphalt at 20-40 (SBS, Asphalt -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, 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 shallnotbe applledto poly -film surfacedmembranes. Base Ply or Ply or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex56, Elastoflex S6 Type II, Polyglass HT Base 6 SBS-TA 0 (SBS, Torch -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS- Torch -Applied G, Elastoshleld 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, Polyreflect Self (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substratesforSBS-SA are Bmitecito the SBS-SA Base Ply options herein, -Adhering Elastobase (poly/sand) or Elastobase (poly/poly). APP-CA3 Cap Ply Polyflex G FR gal/squaarrPG350 1.5-2.0 e 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 FL1654-RZ3 Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 3 of 65 16. Vapor barrier options for use over structural concrete deck followed by adhered Insulation carry the following Maximum Design Pressure (MOP) limitations. applies: ONEMOjetc. The lesser of the MOP listings below vs. those In Table 3A VAPOR BARRIER O, DECK; OPTION g .PRIMER. VAPORBARRIER "" = 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 VB-2. PG100 Polyglass APP 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 VB-4. PG100 Elastoflex SAP Self -Adhering Millennium One Step Foamable Adhesive,12-inch D.C. -157.5 VB-5. PG100 Elastoflex SA P Self -Adhering CR-20, 12-Inch D.C. -270.0 VS-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 NS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS •Surfacing Option N 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. PG700Q5 (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 QS FL27409 SURF-16. KM Acryl 25 FL27409 SURF-17. KM Acryl 25 CIS FL27409 SURF-18. KM Acry140 HIS FL27409 SURF-19. KM Acryl 85 FL27409 SURF-20. KM PSM250 FL27409 5URF-21. KM P54220 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 832455 6`H 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 NNEMOjetc. TABLE 1F; ....REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D: INSULATED, M ECHANICALLY ATTACH ED BASE SHEET, BON DED ROOF COVER i System Insulation Layer(s) Base Sheet RooFCover(Note 15), MDP Deck (Note 1) No. Type = Attach Type Fasten Attach .Base Ply; Cap Ply (Ptf) ASPHAET•APPDED ORTorl B-APPLIED BASE PLY:' Elastobase, Elastobase P, Polyglass G2 Base, ON G Flat Bottom Plates (square) with Roofgrlp #14, Min. 19/32-Inch One or more Prelim. CertainTeed Glasbase, Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast 12-inch c.c. at min. 4-Inch lap and (Optional) BP -AA, SBS-AA, SBS- W-57 plywood layers, any Attached Firestone MB Base,JM or Trufast 3"Metal insulation Plate with Trufast 12-Inch o.c. at two (2), equally SBS-AA, SBS-TA or TA, APP-TA -52.5 combination Perma-Ply 28, Tamko H304 spaced, staggered center rows APP-TA Glass Base or GAFGLAS #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 plywood layers, any Attached Elastobase P OMG Flat Bottom Plates (square) with Roofgrlp #12 12-Inch stag at two cent equally SBS-AA, SBS-TA or TA APP TATA -fi0.0 combination spaced, staggered center rows APP-TA Trufast Versa Fasteners (min. Y.." penetration) & SBS-SA, APP- 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 BP -AA, SBS-AA, SA, SBS-AA, APA rated OSB layersany Loose -laid Elastobase, Elastobase P holes of the plate, parallel to the width -direction 12-inch stag at two cart equally SBS-TA, APP-TA SBS-TA, APP- -67.5 W-gg 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 1991bf. Additional Verso -Fast Fasteners within each Versa -Fast Plate maybe utilized to produce minimum withdrawal resistance Trufast Versa Fasteners (min. Y." penetration) & MIn.19ed Ones, more Plates; 2 screws per plate installed 180° Into the 12-inch at min. lap and OSB APA rated OSB layers, any loose -laid Polyglass APP Base holes of the plate, parallel to the width -direction Oo.c. 12-inch stag at 2)Inch cent equally APP-TA APP-TA -67.5 W-g0 or plywood combination staggered staggered center rows of the sheet - Note: Note: "For re -roof or recover construction, field withdrawal resistance testing (Note 11) shall yield minimum 19916f. Additional Versa -Fast Fasteners within each Versa -Fast Plate maybe utilized to produce minimum withdrawal resistance One or more Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast SO -Inch o.c. at min. 4-Inch lap and (Optional) BP -AA, -61 in. 15/32-inch layers, any Prelim. Polyglasse, Base, OMG Round Metal Plate with HID, 10.1nch stag at three (3), equally SBS-AA, SBS-TA or 5B5-AA, -75.0 plywood combination Attached Elastobase, Elastobase P ON o h Ro OMG Flat Bottom Plate (Accutrac) with Roofgrlp spaced, staggered center rows APP-TA TA, APP-TA TA D. or Trufast 3" Metal Insulation Plate with Trufast HD. One or more Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast 30-Inch o.c. at min. (inch lap and W-62 Min. 15/32-Inch layers, any Prelim. Polyglass APP Base #14, OMG 3" Round Metal Plate with OMG HD, 10.1nch stag at three (3), equally (Optional) APP-TA APP-TA -75.0 plywood combination Attached OMG Flat Bottom Plate (Accutrac) with Roofgrlp spaced, staggered center rows IM 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 stag at min. 2-Inch lap and BP -AA, SBS-AA, SA, 5B5-AA, APA rated OSB layers, any Loose -laid Elastobase, Elastabase P holes of the plate, parallel to the width -direction 12-Inch stag at two cent equally 5B5-TA, APP-TA SBS-TA, APP- -90.0 W-63 or plywood combination ofthesheet' spaced, staggered center rows I I I TA Note: -For re -roof or recover construction, field withdrawal resistance testing (Note 11) shall yield minimum 1591bf. Additional Versa -Fast Fasteners within each Versa -Fast Plate maybe utilized to produce minimum withdrawal resistance NEMO ETC, LLC Certificate of Authorization #32455 Prepared by: Robert Nieminen, PE-59166 bra EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-R21 for FL3654-RZ3 Revision 21: 10/08/2018 Appendix 1, Page 15 of 65