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Home My WebLink AboutPRODUCT APPROVALF.I. MAY 2 _ •�_� , �r�—��,,�.�� pe/ � 1019 lYt6'� � , ICE. S g D 1tt1 G"Cie Co"}":iiii eels Home °Log In Ufer Re9�snaGM Hot TDP@ SUEmrt SurdNarga 5-116 Fads PuIkBlons Contact Us 6CtS See Popr bnkf Seerca dbyl };,� Product Approval USER! PuhEc User J1[t.PgDrovalMmu>EUI& orAgRljuc+.Sarcn:L+rDI'S+io_Lflt>APPiicadona@ail FILECOPY FL C Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL1654-R23 Revision X A2017 pprVIE4ED FOR Approved CODE COMPLIANCE ST. LUCIE CO}}�� Tel SOCC �1. POLVGLASS USA 1111 W. Newport Center Drive SCANNED Deerfield Beach, FL 33442 (954) 233-1330 Ext 242 BY malpert@polyglass.com St. Lucie County Maury Alpert malpert@polyglass.com Maury Alpert 1111 W. Newport Center Drive Deerfield Beach; FL.33442 (912) 429-8610 MAlpert@polyglass.com Rooting Modifled Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Ucensed 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 v Validation Checklist - Hardcopy Received Certificate of Tndependence Referenced Standard and Year (of Standard) Standard x= ASTM D6162 2008 ASTM 06163 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 DatePendingFBC Approval Date Approved Method 1 Option D 10/08/2018 10/13/2018 10/21/2018 12/11/2018 FL N j Model, Number or Name Description 1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof systems 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, Z-) Refer to ER, Section 5 for other Limits of Use. Installation Instructions M 54 R23 tt 20 L8 i0 FiPlA(. At FR POLYGIASS 1g,OD61T PL1691- R23 odf Verified By: Robert Nieminen PE-59166 3 Created by Independent Third Parry: Yes Evaluation Reports F11654 R23 AE 201a 10 FINAI FD POLYG1ASS MODL5jT FIi 54 R23,zd Created by Independent Third Party: Yes F Q'Ind Vs it 2601 fhrir 5102e Road Tallata•<a» F_ }z399 "tone95]-437-1824 The state of Florida 6 an AA/EED emalove. 12Rytigh[ 2007-2013 Stall & Clonda 1: P.macv 5taremenS :1 A,, Sgtement Raked FtatemPnt Under Harda law, emal addresses are Public mt.ms. It you do not want your e-mail address released In restrime to a public -records request,.do at send elecvpnic mail to this entry. Instead, contact the onlce by phone or by «adie01a4 mail. If you have any questions, please contact 850,487.1395, -Pursuant to sultan 455.225ip, Florda Statutes, effeCdVeAQaber 1, 2012, licensees IiCensed under chapter 455, F.S. must provide the Dopartment with an email address if have he. The emels Provided may be used far ofFelal communication with.the Iioensee. However email addresses are public record. If you do not wish to supply a Personal address, please provlde the Department Win an Goad address wtddh ran be made avarabie to the public. To dom mine if you are a Rceneee under Chapter 455, E5., please Clio¢ here - FroductApproval AneepUrr Lh 0 $ecuritymbTRICS' NNEMOjetc. APPENDIX TABLE 1: 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 1B 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 IF Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 15-17 1G Woad New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 18-21 1H Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 21-25 11 Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover, 26 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 27-29 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 30-34 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Insulated; Mech. Attached Base Sheet, Bonded Roof Cover 35-37 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-46 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 58 Cementitious wood fiber New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Banded Roof Cover 55 5C 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 Anchor Sheet, Bonded Insulation, Bonded Roof Cover 59 6C Existing gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 60 ISO Existing gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 60 7A Various Recover ' A-1 Bonded Insulation, Bonded Roof Cover 61-65 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 65 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the fallowing deck engagement: ➢ Wood: Minimum 0.75-Inch penetration. D Steel: Minimum 0.75-Inch penetration and engage the top flute of the steel deck. D Structural concrete: Minimum 1-inch embedment Into pilot hole In accordance with fastener manufacturers published installation Instructions. NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-R23 Certificate ofAuthorhation #32455 bra EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page.1 of 65 ONEMO etc 3. Unless otherwise noted, Insulation maybe anyone layer or combination of polyisocyanurate,polystyrene, wood III berboard, perlite,gypsum-based roof board or mineral -wool roof board that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. Minimum 200 psi, minimum 2-Inch thick lightweight Insulating concrete maybe substituted for rigid Insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are Installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or F8C Approval documentation. S. Preliminary insulation attachment for System Type D: Unless otherwise noted, referto Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturers published instructions. ➢ Hat asphalt (HA): Full coverage at 25-30 lbs/square. D Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons,12-Inch o.c. ➢ 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 (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. ➢ 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 layers(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 polyisocyanurate at the following thickness limitations maybe substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to'increase'the MOP listings In the tables; rather if MOP listing below meets or exceeds that listed fora particular system in thetables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: ➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psi (Min. 0.5-inch thick) ➢ Millennium PG-1 Pump Grade Adhesive (M-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): MDP -187.5 psf (Min. 0.5-Inch thick ISO 95+GQ ➢ OMG Oly8ond 500(OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OMG OlyBond 500 (08500): 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) B. 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 wlth FBC Chapter 16, and Zones 2 and 3 shall employan attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/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 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 AN51/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TA5124. 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 6n' 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 NNEMOjetc. 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 C350), with no proprietary additives, in accordance with procedures adopted by Miaml-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 I MATERIAL APPLICATION BP -AA Base Ply One or more plies Polyglass G2 Base, FBCApproved ASTM D4601, Type II (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 poly -film surfaced membranes. Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex 56, Elastoflex S6 Type II, Polyglass HT Base 650 PG350 at 1.5-2.0 SBS-CAI Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type II, Elastoflex 56 G, Elastoflex 56 G FR, Elastoshield 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 56 Type II Polyplus 35 at 1.5-2.0 SBS-CA2 Cap Ply Elastoflex VG, Elastoflez VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex 56 G, Elastoflex 56 G FR, Elastoshield 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), ElastoflexV, Elastoflex S6, Elastoflex SBS-56 A. Type II, Polyglass HT Base 650 Hot Asphalt at 20.40 (SBS, (SBS, Asphalt -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Ibs/square Elastoshield TS-G FR, Polyfresko G SBS(San d-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 50 or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex 56, Elastoflex S6 Type 11, Polyglass HT Base SBS-TA (SBS, Torch -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type II, Elastoflex S6 G, Elastoflex S6 G FRI, Elastoshield TS- Torch -Applied G, Elastoshield TS-G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed) Base Ply One or more plies Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR SBS-SA Cap Ply Elastoflex SA P, Elastoflex SA P FR, Polyreflect (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substratesforSBS-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering Elastobase (poly/sand) or Elastobase (poly/poly). APP-CAl Cap Ply Polyflex G FR PG350 at 1.5-2.0 gal/square APP-TA Base Ply or Ply One or more plies Polyglass APP Base, Polyflex, Polybond Torch -Applied (APP, Torch -Applied) Cap Ply Polyfex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR APP Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool SA (APP, Self -Adhering) Note: Unless otherwise noted, permissible membrane substratesforAPP-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering Elastobase (poly/sand) or Elastobase (poly/poly). NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL3654-RZ3 Certificate of Authorization t132455 0 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: NNEMOjetc. The lesser of the MDP listings below vs. those In Table 3A VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; ADHERED INSULATION PER TAME 3A OPTION # PRIMER VAPOR BARRIER INSULATION ADHESIVE MDP(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 SAP 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 SAP Self -Adhering CR-20, 12-inch D.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 1 Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade 1 Adhesive, OlyBond 500 or CR-20, 12-Inch D.C. -290.0 17. The following surfacing maybe applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for aoolicatlon limitations and a Roofing Materials Directory for fire ratings associated with coating usage. SURFACING •• •Surfacing 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. PG700O5 (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. Polyplus65 Premium Fibered Aluminum Roof Coating FL10291 SURF-9. Polybrite 70 Premium Grade Elastomeric Roof Coating FL10291 SURF-30. Polybrite 700LS (Quick Set) Premium Grade Elastomeric Roof Coating FL10291 SURF-11. Polybrite 71 HS FL10291 SURF-12. Polybrite 90 High Solids Silicone Roof Coating FL10291 SURF-13. Polybrite 95 Silicone Roof Coating FL10291 SURF-14. KM Acryl 15 FL27409 SURF-15. KM Acryl 15 OS FL27409 SURF-16. KM Acryl 25 FL27409 SURF-17. KM Acryl 25 CIS FL27409 SURF-1 74091 2 9. SURF_ KM Acryl SS 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 P9290.02.08-1121 for F1.1654-1123 Certificate of Authorization #32455 6Ta EDITION 12017) 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 ONEMOjetc. TABLE .... ROOR SYSTEM TYPE .INSULATED, ATTACHED BASE :. DED ROOFCOVER System Insulation Layer(s) I Base Sheet Roof Cover (Note 15). MDP Deck (Note 1) No. Type Attach Type Fasten Attach Base Ply Cap Ply Will One or more Min. 15/32-inch Prelim. OMG#12 Standard Roofgrip or OMG #14 Heavy 6-inch D.C. at min. 4-inch lap and 6- (Optional)BP-AA, layers, any plywood Attached Elastobase, Elastobase P Duty with OMG 3" Round Metal Plates or OMG Flat Inch D.C. at five (5), equally spaced, SBS-AA, SBS-TA, TA or TA or APP-TA -120.0 combination Bottom Metal Plates staggered center rows APP-TA One or more Min. 15/32-Inch Prelim. OMG#12 Standard Roofgrip or OMG #14 Heavy 6-inch D.C. at min. 4-inchlap and 6- W 74 layers, any plywood Attached Polyglass APP Base Duty with OMG 3" Round Metal Plates or OMG Flat Inch D.C. at five (5), equally spaced, (Optional) APP-TA APP-TA -120.0 combination Bottom Metal Plates staggered center rows SEIE-AOHERING BASE PLY]. .. _. Min.19/32-Inch One or more Prelim. Elastobase, Elastobase P Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast 12-inch D.C. at min. flinch lap and SBS-SA, APP- W-75 plywood layers, any Attached (poly -film top) #14 or Trufast 3" Metal Insulation Plate with Trufast 12-Inch D.C. at two, equally spaced, SBS-SA SA, SBS-TA or -52.5' combination HD staggered center rows APP-TA n. /32-Inch One or more Prelim. Elastobase, ElastohaseP Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast 12-Inch D.C. at min. 44nch lap and plywoo plywood lywood layers, any Attached (poly -film top) #14 orTrufast 3" Metal Insulation Plate with Trufast 12-inch D.C. at two, equally spaced, PolyOex SA Base APP-TA -52.5' combination HD staggered center rows Min. 19/32-inch One or more Prelim. Elastobase, Elastabase P 12-Inch D.C. at min. 4-inch lap and SBS-SA, APP- W-77 plywood layers, any Attached (poly -film [op) OMG Flat Bottom Plates (square) with Roofgrip #12 12-Inch D.C. at two, equally spaced, SBS-SA SA, SBS-TA or -60.0• combination staggered center rows APP-TA Min. 19/32-inch One or more Prelim. Elastabase, Elastobase P 12-Inch D.C. at min. flinch lap and W 78 plywood layers, any Attached (poly -film top) OMG Flat Bottom Plates (square) with Roofgrip #12 12-Inch D.C. at two, equally spaced, Polyflex SA Base APP-TA -60.0' combination staggered center rows Trufast Versa Fasteners (min.''/." penetration) & Min. 19/32-inch One or more Elastobase, Elastobase P Plates; 2 screws per plate installed 180° Into the 12-Inch o.c. at min. 4-Inch lap and SBS-SA, APP- APA rated OSB layers, any Loose -laid (poly -film top) holes late, parallel to the width -direction 12-inch D.C. at two (2), equally SBS-SA SA, 5gS-TA, -67.5 W-7g or plywood combination spaced, staggered center rows APP-TA of the sheet` sheet - Note: 'For re -roof or recover construction, field withdrawal resistance testing (Note 11) shall yield minimum 199 lbf. Additional Verso -Fast Fasteners within each Versa -Fast Plate maybe utilized to produce minimum withdrawal resistance 19 Min.ch One or more Trufast Versa Fasteners (min. Y.." penetration) & 12-Inch D.C. at min. 4-inch lap and APA rateedd OSB layersany Loose -laid Elastobase, Elastobase P Plates; screws per plate Installed 180° Into the 12-Inch D.C. at two (2), equally Polyflex SA Base APP-TA -67.5 W-Bo or plywood combination (poly -film top) holes off the plate, parallel to the width -direction spaced, staggered center rows of the sheet` Note: Torre -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 ' NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL3654-R23 Certificate of Authorization #32455 6T" EDITION (20171 FBC NON-HVHZ EVALUATION Revision 21: 10/O9/2018 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 17 of 65