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HomeMy WebLinkAboutProduct Approval (2) Q BCIS Home I Log In I User Registration I Hot Top-,. I Submit Surcharge I Slats&Facts Publications Contact Us I BCIS Site Map i Links I Search Ma - f = ran �r �Product Approval �•� r . USER.Public User U�'"-i+4ztyxev tta�:arrs;;rs`�n Product Approval Menu>Product or Application Search>Application List>Application Detail FL FL1654-R27# li a„a1 � 01 1 Application Type Revision J Code Version 2020 Application Status Approved �a �0 r®I)e.ci®e ® 01 A Comments SIT 1-U� � 10 cc Archived Product Manufacturer POLYGLASS USA Address/Phone/Email ills W.Newport Center Drive Deerfield Beach, FL 33442 (954)233-1330 Ext 242 malpert@polyglass.com COO Authorized Signature Maury Alpert malpert@polyglass.com Technical Representative TECH REP Address/Phone/Email 1111 West Newport Center Drive Deerfield Beach,FL 33442 (866) 802-8017 uspolyglasstechnical@polyglass.com Quality Assurance Representative QA REP Address/Phone/Email 1111 West Newport Center Drive Deerfield Beach,FL 33442 (888)410-1375 uspolyglasstechnical@polyglass.com Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 11/07/2022 Validated By John W. Knezevich,PE 0 Validation Checklist-Hardcopy Received Certificate of Independence FL1654 R27 COI 2020 01 COI NIEMINEN.odf Referenced Standard and Year(of Standard) Standard Year ASTM D4601 2012 ASTM D4897 2009 ASTM D6162 2015 ASTM D6163 2015 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2015 ASTM G155 2013 FM 4470 2016 FM 4474 2011 r UL 1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/02/2020 Date Validated 10/04/2020 Date Pending FBC Approval 10/12/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description 1654.1 Polyglass Modified Bitumen Roof SBS and APP modified bitumen roof systems Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL1654 R27 II 2020 09 30 FINAL Al ER PG MODBIT FL1654- Approved for use outside HVHZ:Yes R27.odf 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 Evaluation Reports to one particular assembly over concrete deck.Refer to the FL1654 R27 AE 2020 09 30 FINAL ER PG MODBIT FL1654- ER Appendix for other systems and deck types.2.)Refer to R27.Ddf ER,Section 5 for other Limits of Use.3.)Refer to FL16717 Created by Independent Third Party:Yes for HVHZ jurisdictions. Back Neu] Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::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 mail 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 1,2U12,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F S.,please dick here. Product Approval Accepts: eCG�ci Credit Card Safe �1 ONEMO I etc. TABLE DECK` APPLICATION,,, -- TYPE. DESCRIPTION PAGE IA 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 6-12 1C Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 12-14 11) Wood New,Reroof(Tear-Off)or Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 14-15 1E Wood New,Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 15-19 IF Wood New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19-23 1G Wood New or Reroof(Tear-Off) E-2 Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 23-29 iH Wood New,Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mech,Attached Base Sheet(screws&plates),Bonded Roof Cover 29-36 11 Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 37 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 38-43 2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 44-50 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 51-53 2D Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Veloclflex,Bonded Roof Cover 53-55 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 56-68 3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 68 4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 69-73 4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 73-47 4C Lightweight concrete New or Reroof(Tear-Off) E-2 Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 74-78 5A Cementitious wood fiber Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 79-80 513 Cementitious wood fiber Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 80-82 5C Cementitious wood fiber Reroof(Tear-Off)or Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 82 5D Cementitious wood fiber Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 83 5E Cementitious wood fiber Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mech,Attached Base Sheet,Bonded Roof Cover 83 6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 84-88 6B Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 88 6C Existing gypsum Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 88 6D Existing gypsum Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 88 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 89-94 7B Various Recover F Non-Insulated,Bonded Roof Cover 94 NEMO ETC,LLC Evaluation Report P9290.02.08-1125 for FL1654-1127 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION Revision 25:09/30/2020 02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(9S4)233-1330 Appendix 1,Page 1 of 94 as ONEMO etc. 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 Satl6flction of the Authority Having Jurisdiction. 2 Fasteners shall be of sufficient length for the following engagements: D Wood Deck: Minimum 1-inch plywood penetration or wood plank embedment. D Steel Deck: Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. D Structural Concrete: Minimum 1-inch embedment into pilot hole in accordance with published installation instructions. 3 Unless otherwise noted,insulation may be any one layer or combination of FBC Approved(Local or Statewide)board(s)that meet FBC 1505 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. 4 Minimum 200 psi,minimum 2-inch thick FBC Approved lightweight insulating concrete may be substituted for rigid insulation board for System Types 13-1,C-1,C-2,D-1 or D-2,whereby fasteners are installed through the lightweight insulating concrete to engage the structural deck. The structural deck shall be of equal or greater type,thickness and strength to the steel and structural concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. This is a wind uplift resistance allowance and does not purport to address non-wind-uplift-related issues,such as deck venting or moisture levels within the LWIC and the potential effect on overlying components. 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(February 2020). 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 Ibs/square. ➢ DuPont INSTA STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-Inch o.c. ➢ H.B.Fuller Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-Inch wide ribbons,12-inch o.c. ➢ H.B.Fuller Millennium PG-1 Pump Grade Adhesive(M-PG1): Continuous 0.25 to 0.5-Inch wide ribbons,12-inch o.c. ➢ OMG OlyBond 500(OB500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. Note: OlyBond Green maybe used where 01y8ond 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 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 polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the 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. ➢ H.B.Fuller Millennium One Step Foamable Adhesive(M-OSFA): MDP= -157.5 psf (Min.0.5-inch thick) D H.B.Fuller 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(013500): 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(06500): MDP= -487.5 psf (Min.0.5-inch thick ACFoam 11) ➢ ICP Adhesives&Sealants Polyset CR-20: MDP= -117.5 psf (Min.1.0-inch thick) 8 For adhered roof insulation and board-size: Unless otherwise noted,refer to Section 2.2.10.6.2 of FM Loss Prevention Data Sheet 1-29(February 2020). 9 For mechanically attached components or partially-bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC Chapter 16. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are NEMO ETC,LLC Evaluation Report P9290.02.08-1125 for FL1654-1127 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 25:09/30/2020 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 2 of 94 ONEMO I etc. 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(February 2020)for Zone 2/3 enhancements. 10 For assemblies with all components fully bonded,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, No rational analysis is permitted for these systems. 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 bonded insulation or membrane over existing substrates In a re-roof(tear off)or recover installation,the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question,field uplift testing in accordance shall be conducted on mock-ups of the proposed new roof assembly, For bonded insulation or membrane over existing substrates in a recover Installation,the existing roof system 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. Field uplift testing shall be in accordance with ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13 Refer to FBC 1511 for requirements and limitations regarding recover installations. For Structural Concrete Deck or Recover Applications using System Type C-1,C-2,D-1 or D-2,the insulation Is optional. Alternatively,an FBC Approved insulation board or coverboard may be used as a separation layer. Board products shall be preliminarily attached prior to roof cover installation(Note 5 herein). The separator component shall be documented as meeting FBC 1505 and,for foam plastic,FBC Chapter 26,when installed with the roof cover in Recover applications. 14 Lightweight insulating concrete(LWIC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness Is 2-inches. For LWIC over structural concrete,reference is made to FBC Section 1917.4.1,Polnt 1. For"pre-existent"LWIC 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). 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 For bonded membrane applications,unless otherwise noted,refer to the following. MEMBRANE/ADHESIVE COMBINATIONS 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 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 HP,Elastoshield HT PG350 at 1.5-2.0 SBS-CAI Cap Ply Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex gal/square S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP Polyplus 35 at 1.5-2.0 SBS-CA2 Cap Ply Elastoshleld HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex gal/square S6 G FR,Elastoshield TS G,Elastoshleld 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 S6 HP,Elastoshield HT Hot Asphalt at 20-40 Elastoshield HT G,Elastoshield HT G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elastoflex S6 HP,Elastoflex S6 G, (SBS,Asphalt-Applied) Cap Ply Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Ibs/square 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 Elastoshield HT G,Elastoshield HT G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex 56 HP,Elastoflex S6 Torch-Applied (SBS,Torch-Applied) Cap Ply G,Elastoflex S6 G FR,Elastoshleld TS G,Elastoshleld TS G FR,Polyfresko G SBS(poly-fllm backed),Polyfresko G SBS FR(poly-film backed) NEMO ETC,LLC Evaluation Report P9290.02.08-R25 for FL1654-1127 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 25:09/30/2020 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 3 of 94 ONEMO etc. MEMBRANE ADHESIVE COMBINATIONS REFERENCE. LAYER MATERIAL APPLICATION . SBS-SA-H Base Ply Elastobase SA Self-adhering (followed ISM,Self-Adhering,Hybrld Systems) by torch-applied sheet) Base Ply One or more plies Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Plus FR,Elastoflex SA Base HD SBS-SA Cap Ply Elastoflex SA P,Elastoflex SA P FR,Polyreflect Self-Adhering (SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein, Elastobase(poly/sand)or Elastobase(poly/poly). APP-CA1 Cap Ply Polyflex G FR PG350 at 1.5-2.0 galJsquare APP-TA Base Ply or Ply One or more plies Polyglass Base,Polyflex,Pol bond (APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Polybond,Pol bond G,Polyfresko G,Polyfresko G FR Torch-Applied APP-SA-H Base Ply Polyflex SA Base Self-adhering(followed (APP,Self-Adhering,Hybrld systems) by torch-applied sheet) APP-SA Cap Ply I Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polyfresko G SA FR,Polykool Note: Unless otherwise noted,permissible membrane substrates for APP-SA are limited to the SBS-SA Base Ply options herein, Self-Adhering (APP,Self Adhering) Elostobase(poly/sand)or Elastobase(poly/poly). 16 Vapor barrier options for use over structural concrete deck followed by bonded insulation carry the following MDP limitations, The lesser of the MDP listings below vs.those in Table 3A applies. VAPOR BARRIER'OPTIONS;STRUCTURAL CONCRETE DECK;FOLLOWED BY ADHESIVE-APPLIED INSULATION PER TABLE 3Ap OPTION. VAP.OR'BARRIER MDP .: PRIMER'. INSULATION ADHESIVE_ 15} APPLICATION (PSF} C-VB-1. PG100 Elastoflex SA V Plus Self-Adhering D-15 or CR-20,12-inch o.c. -60.0 C-VB-2. PG100 Polyglass Base Torch-applled D-IS or CR-20,12-Inch o,c. -75.0 C-VB-3. PG100 Elastoflex SA P Self-Adhering D-IS,12-inch o.c. -75.0 C-VB-4. PG100 Elastoflex SA P Self-Adhering M-OSFA,12-inch o.c. -157.5 C-VB-5, PG100 Elastoflex SA P Self-Adhering CR-20,12-inch o.c. -270.0 C-VB-6. PG100 Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Plus FR Self-Adhering M-OSFA,M-PG-1,OB500 or CR-20,12-inch o.c. -290.0 C-VB-7. PG100 SBS-TA(with sanded-top-surface) Torch-applied M-OSFA,M-136-1,OB500 or CR-20,12-inch o.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 OPTIONS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS OPTION# SURFACING FLORIDA PRODUCT APPROVAL SURF-1. PG 300 FL10291 SURF-2. PG 600 FL10291 SURF-3. PG 650 FL10291 SURF-4, PG 700 FL10291 SURF-5. PG 700 QS FL10291 SURF-6. PG 800 FL10291 SURF-7. Polyplus 60 FL10291 NEMO ETC,LLC Evaluation Report P9290,02.08-R25 for FL1654-1127 Certificate of Authorization#32455 7TM EDITION(2020)FBC NON-HVHZ EVALUATION Revision 25:09/30/2020 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 4 of 94 OMEMO etc. TABLE IF: •.. DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE D-2::INSULATED,MECHAN I�ALLY ATTACHED BASE SHEET,BONDED ROOF,COVER System , Insulation Layers) No. 'Deck(Note 1) ., (Note 13) Base 5 Roof a i5} (p f) heel Covec(Not Type Attach Type Fasten(Note 11) Attach Base;Ply Cap Ply Dekfast Hex(aka,Dekfast PLT-H-2-7/8)with One or more D c st#14,OMG " d M Plate with 9-inch o.c,at min.4-Inch lap and Min.15/32-inch Prelim. (Optional)APP- W-80 6 layers,any Polyglass Base OMG HD,O Flat Bottom Plate(Accutrac)with 9-inch o,c,at four(4),equally APP-TA -90.0 Plywood combination Attached Roofgrip#14 or Trufast 3"Metal Insulation Plate spaced,staggered center rows TA with Trufast#14 HD. One or more Elastobase, 6-inch o.c.at min.4-inch lap and Min.15/32-inch Prelim. Trufast#12 DP or Trufast#14 HD with Trufast 3' (Optional)BP-AA W-81 layers,any Elastobase P or 6-inch o.c.at three(3),equally SBS-AA -90.0 plywood combination Attached Elastovent Metal Insulation Plates spaced,staggered center rows or SBS-AA One or more Elastobase, OMG#12 Standard Roofgrip or OMG#14 Heavy 6-inch o.c.at min.4-inch lap and (Optional)BP Min.15/32-inch Prelim, SBS-AA,SBS- W-82 layers,any Elastobase P or Duty with OMG 3"Round Metal Plates or OMG 6-inch o.c.at three(3),equally AA,SBS-AA,SBS- 90.0 plywood combination Attached Elastovent Flat Bottom Metal Plates spaced,staggered center rows TA,APP-TA TA or APP-TA Min. One or more OMG#12 Standard Roofgrip or OMG#14 Heavy 6-inch o.c.at min.4-inch lap and (Optional)APP- W-83 w ood 15/32-Inch layers,any Prelim. Polyglass Base Duty with OMG 3"Round Metal Plates or OMG 6-inch o.c.at three(3),equally TA APP-TA -90.0 plywood combination Attached Flat Bottom Metal Plates spaced,staggered center rows APA rated,7/16 Trufast Versa Fasteners(min.%"penetration)& SBS-SA,APP- CAT,0.418 in., One or more Elastobase, 6-inch o.c,at min;4-inch lap and Exposure 10SB or layers,any Loose-laid Elastobase P or Plates;2 screws per plate Installed 180°Into the 6-Inch o,c.at three(3),equally BP-AA,SBA-AA, SA,SBA-AA, -105.0 W-84 min.15/32"APA combination Elastovent holes of the plate,parallel to the width direction spaced,staggered center rows SBA-TA,APP-TA SBS-TA,APP- rated plywood of the sheet TA Note !'Fonre-roof or recovek construction,field withdrawal resistance testing:(Note shall yield minimIum.103 Ibf. Additlonol Versa Fast Fasteners within each Versa Fast Plate maybe utilized to produce minirrium withdrawn/resistance APA rated,7/16 Trufast Versa Fasteners(min.%"penetration)& CAT,0.418 in., One or more Plates;2 screws per plate installed 180°into the 6-inch o.c,at min.4-inch lap and Exposure 1 OSB or layers,any Loose-laid Polyglass Base holes of the plate,parallel to the width-direction 6-inch o.c.at three(3),equally APP-TA APP-TA -105.0 W-85 min.15/32"APA combination of the sheet* spaced,staggered center rows rated plywood Note r : "For re=roof or recover construction;field withdrawal resistance testing jNote 11)shall yteld minirnum 1031bf.Additional Versa-Fast Fasteners within eacl Versa-Fast Pldte maybe utilized -• to produce minimum withdrawal"resistance One or more Elastobase, 6-inch o.c.at min. Min.15/32-inch Prelim. Trufast#12 DP or Trufast#14 HD with Trufast 3 4-inch lap and (Optional)BP-AA W-86 plywood layers,any Attached Elastobase P or Metal Insulation Plates 6-inch o.c.at five(5),equally or SBS-AA SBS-AA -120.0 combination Elastovent spaced,staggered center rows One or more Elastobase, OMG#12 Standard Roofgrip or OMG#14 Heavy 6-inch o.c.at min.4-inch lap and (Optional)BP Min.15/32-Inch Prelim. ABS-AA,SBS- W-87 layers,any Elastobase P or Duty with OMG 3"Round Metal Plates or OMG 6-inch c.c.at five(5),equally AA,SBS-AA,SBS- -120.0 plywood combination Attached Elastovent Flat Bottom Metal Plates spaced,staggered center rows TA,APP-TA TA or APP-TA NEMO ETC,LLC Evaluation Report P9290,02,08-R25 for FL1654-R27 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 25:09/30/2020 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 21 of 94