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HomeMy WebLinkAboutProduct Approval Modified Bitumen Roof` BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications • Contact Us BCIS Site Map Links 'Search l p �`= Product Approval i.LSER: Public User Rrt a FILECOPY RECEIVED Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL1654-R28 Application Type Revision Code Version 2020 Application Status Approved Comments Archived [ 1 FEB 2 4 2021 St. Lucie County Permitting REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY EOCC Product Manufacturer POLYGLASS USA Address/Phone/Email ills W. Newport Center Drive Deerfield Beach, FL 33442 v Z b�O3 (954) 233-1330 Ext242 malpert@polyglass.com Authorized Signature Maury Alpert malpert@polygiass.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 Englneer 0 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 01 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL1654 R28 COI 2021 01 COI NIEMINEN.pd Standard Year ASTM D4601 2012 ASTM D4897 2009 ASTM D6162 2015 ASTM D6163 2015 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2015 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products ASTM G155 ( 2013 FM 4470 2016 FM 4474 2011 UL 1897 2012 Method 1 Option D 06/09/2021 06/14/2021 06/18/2021 08/10/2021 ' 02/11/2022 FL # Model, Number or Name Description 1654.1 Polyglass Modified Bitumen Roof SBS and APP modified bitumen roof systems Systems for use in FBC non-HVHZ jurisdictions. Limits of Use Installation Instructions Approved for use in HVHZ: No FL1654 R28 II 2021 06 09 FINAL Al ER PG MODBIT FL1654- R28.p IF 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 Evaluation Reports to one particular assembly over concrete deck. Refer to the FL1654 R28 AE 2021 06 09 FINAL ER PG MODBIT FL1654- R28.pdf ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Use. 3.) Refer to FL16717 Created by Independent Third Party: Yes for HVHZ jurisdictions. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyr{ght 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 a -mall 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 of Icial 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: r ,Cf�dlt,Car� ., ::Safe: O....NEMO l etc. !�_AppficuiqN� ��,;,,'�,TYPE 'D.ESCRIPTION',-'. 1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 6 1B Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6-12 Ic Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 13-14 ID Wood New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 15 1E Wood New, Reroof (Tear -off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 16-19 1F 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 23-28 1H Wood New, Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 29-36 �Ii Woo _—Rew-or-Reroof-Rear-Off) F Non -Insulated, Bonded Roof Cover _ - 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 23 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 50-52 2D Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Velociflex, Bonded Roof Cover 53-54 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 55-69 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 69 4A Lightweight concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 70-74 4B Lightweight concrete New or Reroof (Tear -Off) A-2, Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 74-76 4c Lightweight concrete New or Reroof (Tear -Off) E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 77-81 5A Cementitious wood fiber New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 82-83 5B Cementitious wood fiber Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 83-94 5C Cementitious wood fiber Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 85 5D Cementitious wood fiber Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 85 SE Cementitious wood fiber Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 85 6A Existing gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 86-90 6B Existing gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 91 6c Existing gypsum Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 91 6D Existing gypsum Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 91 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 92-98 7B Various Recover F Non -Insulated, Bonded Roof Cover 98 NEMO ETC, U.0 Evaluation Report P9290.02.08-R26 for FL1654-R28 Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26: 06/09/2021 @2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems, (954) 233-1330 Appendix 1, Page 1 of 98 0-NEMo 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 satisfaction of the Authority Having Jurisdiction. 2 Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: Minimum 1-inch plywood penetration or wood plank embedment. ➢ Steel Deck: Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. ➢ 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 B-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 purportto 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 lbs/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-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. Note: OlyBond Classic may be 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 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. 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. ➢ M-OSFA: MDP = -157.5 psf (Min. 0.5-inch thick) ➢ M-PG1: MDP = -157.5 psf (Min. 0.5-inch thick) ➢ OB500: MDP = -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) ➢ OB500: MDP = -187.5 psf (Min. 0.5-inch thick ISO 95+ GL) ➢ OB500: MDP = -315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OB500: MDP = -487.5 psf (Min. 0.5-inch thick ACFoam II) ➢ Polyset CR-20: MDP = -117.5 psf (Min.1.D-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). 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 Certificate of Authorization #32455 ©2018 NEMO ETC, LLC 7- EDITION (2020) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-1126 for FL1654-R28 Revision 26: 06/09/2021 Appendix 1, Page 2 of 98 O-NEMOletc. 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 priorto 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, Point 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. MEWIBRANEtADHESIVE;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 Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI (Base and Ply sheets, Ibs/square Asphalt -Applied) Note., Asphalt -applied sheets or insulation shall not be applied to poly -film surfaced membranes. Base Ply One ply Elastobase V (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield VP HT SBS-CAI Cap Ply Elastoshield HT G, Elastoshield HT G FR, Elastoflex V G, Elastoflex V G FR, Elastoflex 56, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex PG350 at 1.5-2.0 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 V (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP SBS-CA2 Polyplus 35 at 1.5-2.0 gal/square Ca PI p y Elastoshield HT G, Elastoshield HT G FR. Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshleld TS G, Elastoshield TS G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Base Ply or Ply One or more plies Elastobase V (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, SBS-AA Elastoflex S6 HP, Elastoshield VP HT Hot Asphalt at 20-40 Cap ply Elastoshield HT G, Elastoshield HT G FR, Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, (SBS, Asphalt -Applied) Ibs/square Elastoflex S6 G FR, Elastoshield TS G, 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 V (sand/poly), Elastobase V (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield VP HT, Elastoshield TS SBS TA (SBS, Torch -Applied) Elastoshield HT G, Elastoshield HT G FR, Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex 56, Elastoflex 56 HP, Elastoflex S6 Torch -Applied Cap Ply G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed) NEW ETC, LLC Certificate of Authorization #32455 02018 NEMO ETC, LLC 7- EDITION (2020) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-R26 for FL1654-R28 Revision 26: 06/09/2021 Appendix 1, Page 3 of 98 MEMO j etc. x: MEMBRANE` ADHESIVE COMBINATIONS., LAVER,.., . MATERIAL - ., r . •: APPLICATION t. _' ,.,:, SBS-SA-H Base Ply Elastobase SA Self -adhering (followed (SBS, Self -Adhering, Hybrid 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 SAP Elastoflex SA P FR Polyreflect Self -Adhering Note .,-._ Unless otherwise noted, permis;able membrane substrates for SBS SA are limited to the SBS SA Base Ply ootionshere n, (SBS, Self -Adhering) Elastobase V or E dstobase P,, wlth a poly: lm`top surface , _.. -F.: APP-CA1 Ca Ply P Polyflex G FR PG350 at 1.5-2.0 gal/square APP-TA Base Ply or Ply One or more plies Polybase V, Polyflex, Polybond (APP, Torch -Applied) Cap Ply Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR Torch -Applied APP-SA-H Base Ply Polyflex SA Base Self -adhering (followed (APP, Self -Adhering, Hybrid Systems) by torch -applied sheet) Cap Ply Polyflex SA P, Polyflex SA P FR Polyfresko G SA Polyfresko G SA FR APP-SA Note Unless otherwise noted perib ssibie membrane substrates forAAP SA are hm►ted to the SBS SA Base Ply options herein, =' Self -Adhering (APP, Self -Adhering) Eldstobose��VorElasiabasePwith_apoly=lmtops_'urface-„s 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. n„ , ,f ;y' VAPOR BARRIER OPTIONS; STRU6TURAL CONCitETE DE6K, FOLLOVIIEO BY AOHESNE APPLIED,INSULATIONFER TABLE =VAPOR BAR� ; TYPE,(NOTEY5APRLICATION FC-VB-3. PG100 Elastoflex SA V Plus Self -Adhering D-IS or CR-20,12-inch o.c. -60.0 PG100 Polybase V Torch -applied D-IS or CR-20,12-inch o.c. -75.0 PG100 Elastoflex SA P Self -Adhering D-IS, 12-inch o.c. -75.0 C-VB-4. PG100 Polyflex or Polybond Torch -applied M-OSFA, M-PG-1, OB500 or CR-20, 12-inch o.c. -121.7 C-VB-S. PG100 Elastoflex SA P Self -Adhering M-OSFA, 12-inch o.c. -157.5 C-VB-6. PG100 Polyflex or Polybond Torch -applied M-OSFA, M-PG-1, 08500 or CR-20, 6-inch o.c. -185.0 C-VB-7. PG100 Elastoflex SA P Self -Adhering CR-20, 12-inch o.c. -270.0 C-VB-B. PG100 Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V Pius, Elastoflex SA V Plus FR Self -Adhering M-OSFA, M-PG-1, OB500 or CR-20, 12-inch o.c. -240.0 C-VB-9. PG100 SBS-TA (with sanded -top -surface) Torch -applied M-OSFA, M-PG-1, OB500 or CR-20, 12-inch o.c. -240.0 NEMO ETC, LLC Evaluation Report P9290.02.08-R26 for FL1654-R28 Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION 4V Revision 26: 06/09/2021 ©2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 4 of 98 NEMO j @tc. 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 FOkOOLYGUISS:MODIFIED BITUMEN ROOFSYSTEMS " OPTION# ` ,'SURFACING F.LORiDAPR6DUtTAPPROVAl7,"-"-I SURF-1. PG 300 FL10291 SURF-2. PG 600 FL10291 SURF-3. PG 650 FL10291 SURF-4. PG700 FL10291 SU RF-5. PG 700 QS FL10291 SURF-6. PG 800 FL10291 SURF-7. Polyplus60 FL10291 SURF-8. Polyplus 65 FL10291 SURF-9. PolyBrite 60-FC NOA 20-0611.01 SURF-30. PolyBrite 70 FL10291 SURF-11. PolyBrite 70 QS FL10291 SURF-12. PolyBrite 75 FL10291 SURF-13. PolyBrite 71 HS FL10291 SURF-14. PolyBrite90 FL10291 SURF-15. PolyBrite 90.1 NOA 19-0610.02 SURF-16. PolyBrite 95 FL10291 SURF-17. PolyBrite 95.1 NOA 19-0610.02 SURF-18. KM Acryl 15 FL27409 SURF-19. KM Acryl 15 QS FL27409 SURF-20. KM Acryl 25 FL27409 SURF-21. KM Acryl 25 Q5 FL27409 SURF-22. KM Acryl 40 HS FL27409 SURF-23. KM Acryl 85 FL27409 SURF-24. KM PS#250 FL27409 SURF-25. KM PS#220 FL27409 SURF-26. Turbo -Set FL10291 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 MEMO ETC, LLC Certificate of Authorization #32455 ©2018 NEW ETC, LLC 7- EDITION (2020) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems, (954) 233-1330 Evaluation Report P9290.02.08-1126 for FL1654-R28 Revision 26: 06/09/2021 Appendix 1, Page 5 of 98 NEMO etc. TABLE 1G: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E-2: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (NAILs), BONDED ROOF COVER System ' w_ Base Sheet �� F ', Roof Cover (NoEe;15) MDP �: No kk (Not 1)� (Psfl ypel Fast4--, IN' - ell 6iii Attic asey,, P, Cap Ply Min. 15/32-inch Original Simplex Cap Nails (1-inch metal head 6-inch o.c. at min. 3-inch lap and 6-inch o.c. at W-105 plywood Polybase V diameter, 11 gauge x min. 1.25-Inch long annular four (4), equally spaced, staggered center rows None APP-TA -52.5 grooved shank) APA rated, 7/16 CAT, OA18 in., 8-Inch o.c. at min. 3-inch lap and 8-inch o.c. at W-106 Exposure 1 OSB or Elastobase V (sanded top) Simplex MAXX Cap three (3), equally spaced, staggered center None SBS-AA, SBS-TA, -60.0 min. 15/32" APA rows APP-TA rated plywood APA rated, 7/16 CAT, 0.418 in., Elastobase V (poly -film 8-inch o.c. at min. 3-inch lap and 8-inch o.c. at W-107 Exposure 1 OSB or top) Simplex MAXX Cap three (3), equally spaced, staggered center None SBS-TA, APP-TA -60.0 min. 15/32", APA rows, rated plywood APA rated, 7/16 CAT, 0.418 In., 8-inch o.c. at min. 3-inch lap and 8-inch o.c. at W-108 Exposure 1 OSB or Polybase V Simplex MAXX Cap three (3), equally spaced, staggered center None APP-TA -60.0 min. 15/32" APA rows rated plywood APA rated, 7/16 CAT, 0.418 in Elastobase V (poly -film Simplex MAXX Cap 8-inch o.c. at min. 3-inch lap and 8-inch o.c. at W-109 Exposure 1 OSB or op)Note. top) MAXX Caps are to be primed with PG100 three (3), equally spaced, staggered center None SBS-SA, APP-SA -60.0 min. 15/32' APA orASTM D41 primer rows rated plywood Elastobase V, Elastobase P, Elastovent, Polyglass G2 8-inch o.c. at min. 4-inch lap and 8-inch o.c. at W-110 Min. 19/32-inch Base, CertainTeed 32 ga., 1-5/8-inch diameter tin caps with 11 ga. three (3), equally spaced, staggered center None SBS-AA, SBS-TA, -60.0 plywood Glasbase, Firestone M13 annular ring shank nails APP-TA Base, JM Perma-Ply 28 or rows GAFGLAS #75 Min. 19/32-inch Elastobase V, Elastobase P 32 ga., 1-5/8-inch diametertin caps with 11 ga. 8-inch o.c. at min. 4-inch lap and 8-inch o.c. at W-111 plywood (poly -film top) ring shank nails annular r three (3), equally spaced, staggered center None SBS-SA, APP-SA -60.0 rows W-112 Min. 15/32-inch Polyglass G2 Base, Elastobase V, Elastobase P 32 ga., 1-5/8-inch diameter tin caps with 11 ga. 8-inch o.c. at min. 4-inch lap and 8-inch o.c. at None SBS-AA, SBS-TA, -67.5 plywood or Elastovent annular ring shank nails four (4), equally spaced, staggered center rows I APP-TA I I W-113 Min. 15/32-inch Polybase V 32 ga., 1-5/8-inch diameter fin caps with 11 ga. 8-inch o.c. at min. 4-Inch lap and 8-Inch o.c. at I None APP-TA 67.5 I plywood annular ring shank nails . four (4), equally spaced, staggered center rows MEMO ETC, ULC Certificate of Authorization #32455 @2018 NEMO ETC, LLC 7- EDITION (2020) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-R26 for FL1654-1128 Revision 26:06/09/2021 Appendix 1, Page 24 of 98