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Home My WebLink AboutPRODUCT APPROVAL212 2018 Florida Building Coda Onfine eO5 Hom I IN In I our ft,m en HOt TOPICS I $wwt SUGurpr 14ah a Fa= PUNluions MSYn I BfS sb Wp 1 Urn - erann d Dr q Product Approval SCANNS p �.�. YBBR:NNkVW }i (� V B u St mom,nin...>v..e�.a.rmnn�Boa.a.m>Aovnn FL 0 ranetuv yvtuemn oemB FL3654-R Lucie C o22 lv U, I,1/ Application Type Revision J Code Version 2012 Application Status Approved Comments Archives! Product Manufacturer POLYGLASS USA Address/Phone/Emall 1111 W. Newport Center Drive _ Deerfield Beach, FL 33"2 (954)233-1328 Ext 242 , alender®poiygiass.com Authorized Signature Adel Lender a lenderirpolyoiass.com Technical Representative Maury Alpert Address/Phone/Email 1111 W. Newport Center Drive Deers field Beach, FL 33442 (912)429-8610 MAlpert@polyglass.com Quality Assurance Representative Arlel Lender Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, R 33442 (954) 233-1230 Alendeng,Mlyglass.com Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida i' Professional Engineer 0 Evaluation Report- Hardcapy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida LJamse PE-59166 Quality Assurance Entity UL.LUC Quality Assurance Contract Expiration Date 10/06/2018 Validated By John W. Knezevich, PE A', ValidationChecklist- Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard ASTM D6162 20 ASTM D6163 20 ASTM D6164 2D t'I ASTM 06222 - 2Dklt ASTM 06509 2009 FM 442D 2012 FM t424 2D31 hftpsJMw¢floOdabuilding.org/prtpr app OU.aspXTpamm=wGEVXQMDgvgqu2weh2bnFgUPv2pw6pKYAhdKJvCZfSdk%2fAn%2MNFxSmA%3d%3d 12 2/23P2018 Florida Building Code Online UL 1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/14/2017 Data Validated 09/15/2017 Data Pending FBC Approval 09/22/2017 Date Approved 12/12/2017 Bummme oiVoucts FLA Model. Number o, Namei Descrlptlon 1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof Systems Bitumen Roof Systems Limits o/ use Installation Instructions Approved for use In HVHZ: No R22,pd( Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: +N/N-622.5 Created by Independent Third Party: Yes Other: 1.) The design pressure in this application Evaluation Reports relates to one particular assembly over concrete deck. R22.odf Refer Wthe ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Created by Independent Third Party: Yes Use. tines EURMD43t Smue.ga:: 2601 euv Slone Road. Tanan....e a 32M More: 85d 2e24 nmRnrer. eoe.naht mm-2m0 ;: Am"'rr"surc—,,.: aeNrd n.e Paden APproal A a ru; crearcard Safe https-.1w .fioddabudding.org/pr/pr app d0.aspx7pammwGEVROwtDgvgqu2w%2bnFgUP;2pw pKVAhdIyvCZfSdk%2fxn%2tYWFxSn %3d%3d 212 ', 1 KINITY ERD 1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 18-1 Wood New or Reroof (Tear -Oft) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-9 38-2 Wood New, Reroof (Tear -Oft) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 10-11 1C Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 11 1D Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 12-13 1F-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 16-18 1F-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 19-21 IG Wood New or Reroof (Tear -Off). F Non -Insulated, Bonded Roof Cover 21 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22-24 213 Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 25-28 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 29-31 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 32-40 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 40 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 41-42 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover - 43 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 44-46 SA CWF New or Reroof (Tear -Oft) A-1 Bonded Insulation, Bonded Roof Cover 47 5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 48 SC CWF New, Reroof (Tear -Oft) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 49 51) CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 49 5E CWF New, Reroot (Tear-011) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 49 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 50-52 6B Gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 52 6C Gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 53 6D Gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 53 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 54-58 7B Various Recover F Non -Insulated. Bonded Base Sheet. Bonded Roof Cover 58 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 suf0cient length for the following deck engagement: ➢ Wood: Minimum 0.75-Inch penetration. ➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ➢ Structural concrete: Minimum 1-Inch embedment Into pilot hole in accordance with fastener manufacturers published installation Instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the OA requirements of F.A.C. Rule 61G20-3 and Is documented as meeting FBC 1505.1 and, forfoam.plastic, FBC Chapter 26, when installed with the roof cover. Exterior Research and Design, I.I.C. d/b/a Trinity ERD Evaluation Report P9290.02.08-1120 for FI.1654-1322 Certificate of Authorization #9503 67" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20:09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 1 of 58 `1 TRINITY1 ERD 4. Minimum 200 psi, minimum 2-Inch thick lightweight Insulating concrete may be substituted for rigld insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. D Hot asphalt (HA): Full coverage at 25-30lbs/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-PG3): 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 OlyBond Classic (OB Classic): Full coverage at 1 gal/square. D ICP Adhesive & Sealants 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. D Note: The maximum edge distance from the adhesive ribbon to the edge of the Insulation board shall be notless 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 (MOP) 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 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): MOP -1575 psi (Min. 0.5-inch thick) ➢ Millennium PG-1 Pump Grade Adhesive (M-PG3): MOP -1575 psi (Min. 0.5-inch thick) D OMG OlyBond 500(OB500): MOP -45.O psf (Min. 0.5-inch thick Multi -Max FA-3) ➢ OMG OlyBond 500 (OB500): MOP -1875 psf (Min. 0.5-Inch thick IS0 95+GL) D OMG OlyBond 500 (OB500): MOP -315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OMG OlyBond 500 (OB500): MOP -4875 psf (Min. 0.5-inch thick ACFoam II) D ICP Adhesives & Sealants CR-20: MOP -1175 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 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 TAS 105. 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application 14. Lightweight Insulating Concrete (LWC) shall be cart 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. 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. Exterior Research and Design, U.C. d/b/a Trinityl ERD Evaluation Report P9290.02.08-R20 for FL3654-R22 Certificate of Authorization 89503 CH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20:09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polygiass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 2 of 58 �TRINITY ERD 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. TABIEl: POLYGLASS,ROOF COVERS Reference Layer Material Application BP -AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type 11 Hot Asphalt at 20-40 (Base and Ply sheets, Asphalt- Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI Ibs/square Applied) Note: Asphalt -applied sheets or Insulation shall not be applied to poi -film surfaced membranes. Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base 650 SBS-CAI Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield PG350 at 1.5-2.0 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 S6 Type II Polyplus 35 at 1.5-2.0 SBS-CA2 Cap Ply Elastoflex VG, Elastoflex 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), Elastoflex V, Elastoflex S6, Elastoflex SBS-AA 56 Type 11, 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 56 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 or insulation shall not be applied to poly -film surfacedmembranes. Base Ply or Ply 650 or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base SBS-TA Torch -Applied (SBS, Torch -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56; Elastoflex S6 Type 11, Elastoflex 56 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) 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, Pol reflect Self -Adhering (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substratesforSBS-SA are limited to the SBS-SA Base Ply options herein, Elastobase (poly/sand) or Elastobase (poly/poly). APP-CA3 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 " -Applied) Torch -Applied (APP, Torch Cap Ply I Polyflex, PolyFlex G, PolyFlexGFR, Polybond) Pol bond G, Polyfresko G, Polyfresko G FR Cap Ply Pol lex 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 optionsherein, Self -Adhering Elastobase (poly/sand) or Elastobase (poly/poly). 16. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. associated with coating usage. > PG200 Non Filtered Roof Coating; > PG300 Fibered Roof Coating; > PG600 Non-Fibered Aluminum Roof Coating; > PG650 Fibered Aluminum RoofCoating; > PG700 High Quality Elastomeric Roof Coating or KM Acryl 25; > PG700QS(Quick Set) High Quality Elastomeric Roof Coating or KM Acryl ZS-05(for granule -surfaced APP or SBS only); > PG800 Asphalt Emulsion Roof Coating; > Polyplus 60 Premium Non-Fibered Aluminum Roof Coating; > Polyplus 65 Premium Fibered Aluminum Roof Coating; > Potybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15; > Potybrite 70QS(Quick Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS(for granule -surfaced APP or SBS only); > Polbrite 90 High Solids Silicone Roof Coating or Potybrite 95 Silicone RoofCoating. Exterior Research and Design, U.C. d/b/a Trinity) ERD Certificate of Authorization a9503 bra EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by; Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1Z30 Refer to current Roofing Materials Directory for fire ratings Evaluation Report P9290.02.08-R20 for FL3654-1322 Revision 20: 09/12/2017 Appendix 1, Page 3 of 58 - - - - - t\ti 1 I KINITY ERD 17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. 18. Vapor barrier options for use over structural concrete deck followed by adhered Insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MOP listings below vs. those in Table 3A applies: VAVORBARRIEROVTIflNSj STRUM—6ONCRETEDECK",ADNFREDINSULATIONPERTABMiA - ' gyp' '4't t "` �`� f'a�. '°I '' ;E `� - _ 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 o.c. -60.0 VB-2. PG300 Polyglass APP Base Torch -applied Inta-Stik or CR-20, 12-Inch o.c. -75.0 VB-3. PG300 Elastoflex SA P Self -Adhering Insta-Stik, 12-inch o.c. -75.0 VB-4. PG300 Elastoflex SAP Self -Adhering Millennium One Step Foamable Adhesive,l2-inch o.c. -1575 VB-S. PG100 Elastoflex SA P Self -Adhering CR-20, 12-Inch o.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 Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20, 12-Inch o.c. _2g0.0 19. "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. Exterior Research and Design, LLC d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 e EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Hoof Systems, (570) 384-1Z30 Evaluation Report P9290.02.08-1120 for FL1654-RZZ Revision 20: 09/12/2017 Appendix 1, Page 4 of 58 �INITY ERD TABLE IF-Z: WOOD.DECKS— NEWCONSTRUCTION, REROOF(TEAR-OFF)oR RECOVER` A SYSTEM TYPE E NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (SCREws & PIATEs), BONDED ROOF COVER System Base Sheet Roof Cover (Note 15) MOP No. Deck (Note 1) Type Fasten Attach Bow Ply Cap (Psf) SED-AUHENNG BASE PLY: ,:. .. -• ` - ... W-136 Min. 19/32- Elastobase, Elastobase P Dekfast Hex (aka, Dekfast PLT-H-2-7/8)with Dekfast#14 12-Inch o.c. in 4-inch lap and 12-inch o.c. in two SBS-SA SBS-SA, APP-SA,SBS- -52.5• inch plywood pyw (poly-fllmto) y p orTrufast 3" Metal Insulation Plate with Trufast HD (2), equally spaced, staggered center rows 7A, APP-TA W-137 Min. 19/32- Elastobase, Elastobase P Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast#14 12-Inch o.c. in 4-inch lap and 12-Inch o.c. in two Polyflex SA Base APP-TA -52.5' inch plywood (poly -film top) orTrufast 3" Metal Insulation Plate with Trufast HD (2), equally spaced, staggered center rows W-138 Min. 19/32- Elastobase, Elastobase P OMG Flat Bottom Plates (square) with Roofgrip #12 12-Inch o.c. in 4-inch lap and 12-Inch o.c. in two SBS-SA SBS-SA, APP-SA, SBS- _60.0• inch plywood (poly-fllmtop) (2), equally spaced, staggered center rows TA, APP-TA W-139 Min. 19/32- Elastobase, Elastobase P OMG Flat Bottom Plates (square) with Roofgrip #12 12-inch o.c. in 4-Inch lap and 12-Inch o.c. in two Polyflex SA Base APP-TA -60.0• Inch plywood (poly -film top) (2), equally spaced, staggered center rows _ .. -.. ,! TABLE SG: WOOD DECKS -NEW CONSTRUCTION OR REROOF{TEAR-OFF) t SYSTEM TYPE F:NON•INSULATED," BONDED ROOF COVER" System Roof Cover (Note 15) Deck (Note 1) Primer MOP (psf) Jolnt Treatment Base Ply Ply Cap Ply No. Min.,15/32- None None. SBS-SA. (Optional)SBS-SA, SBS- SBS-SA, APP-SA, SBS- inch plywood TA, APP-TA TA, APPTA W-141 Min.inch (Optional) PG100 None Polyflex Yflex SA Base (Op[lonal)APP-TA APP-TA -90.0 plywood W142 Min. 15/32- p6100 None SBS-SA (Optional)SBS-SA, SBS- SBS-SA, APP-SA, SBS- g75 inch plywood TA, APP-TA TA, APP-TA W-143 Min. 15/32- (Optional) PG300 Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled into Elastoflex SA V Base or (Optional) SBS-SA, SBS- SBS-SA, APP-SA,SBS- -97'S Inch plywood place to create continuous bond. Elastoflex SA V FR Base TA, APP-TA TA, APP-TA W 144 Min. 15/32- WB-3000 None SBS-SA (Optional) SBS-SA, APP-SA, SBS -105.0 inch plywood TA, APP TA W-145 Min. 15/32- (Optional) PG300 Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled into Elastoflex SA V Plus or (Dptlonal)SBS-SA, SBS- SBS-SA, APP-SA,SBS- -135.0 inch plywood place to create continuous bond. Elastoflex SA V Plus FR TA, APP-TA TAB APP-TA W-146 Min. 15/32- (Optional) PG100 Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled into Polyflex SA Base (Optional)APP-TA APPTA -135.0 Inch plywood place to create continuous bond. Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report P9290.02.08-R20 for FL3654-R22 Certificate of Authorization #9503 Era EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof System, (570) 394-1230 Appendix 1, Page 21 of 58