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Home My WebLink AboutPRODUCT APPROVAL2/2372018 I i l-1 i Florida BL r._ Code Online COPY Product Approval Menu > Product or Application Search > Application List > Application Detail FL # I FL1654-R22 SCAINNW Application Type Revision Code Version i 2017 Application Status Approved ( 1 11 Product Manufacturer Address/Phone/Email I POLYGLASS USA 1111 W. Newport Center Driv,�-�/5�� 692 '' Deerfield Beach, FL 33442 R. (954) 233-1378 Ext242 alender@polyglass.com ST. LUCIE COUNTY BUILDING DIVISION Lender REVIEWED FOR COMPLIANCE REVIEW Authorized Signature I Ariel QY alender@polyglass.com DATE �( PLANS AND PERMIT MUST BE K,�tO ON JOB Technical Representative Maury Alpert SITE OR NO INSPECTIONS) WKL BE MADE Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAlpert@polyglass.com Quality Assurance Representative Ariel Lender Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1230 ALender@polyglass.com Roofing Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name wtio developed the Robert Nieminen _ Evaluation Report CONCEALED -ASTr_�IEc1S OR AT"AChdhfi' N � S Florida License PE-59166 ARE THE RESPONSIBILITY OF THE Quality Assurance Entity UL LLC CONTRACTOR OR RECORD Quality Assurance Contract Expiration Date 10/06/2018 Validated By John W. Knezevich, PE 1*1 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) NS AND ALL PROPOSED WORK .CT TO ANY CORRECTIONS BY FIELD INSPECTORS THAT :CESSARY IN ORDER TO ►ITH ALL APPLICABLE CODES. FL1654 R22 COI 2017 01 COI Nieminen.odf https://www.floridabuilding.org/pr/pi app_dti.aspx?param=wGEVXQwtDgvgqu2wp/o2bnFgUPv2pw6pKxAhdKjvCZfSdk°/`2fxnp/o2fYWFx6rxA%3d°/`3d 2/23/2018 Florida Building Code Online UL 1897 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/14/2017 Date Validated 09/15/2017 Date Pending FBC Approval 09/22/2017 Date Approved 12/12/2017 2012 Sumr'nar of Products ' FL # 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 Approved for use in HVHZ: No Installation Instructions FL1654 R22 II 2017 09 FINAL Al ER POLYGLASS MODBIT FL1654- R22.od Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes 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. Evaluation Reports FL1654 R22 AE 2017 09 FINAL ER POLYGLASS MODBIT FL1654- R22.odf Created by Independent Third Party: Yes Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Use. r 1 0 0 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(i), 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 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 click here . Product Approval Accepts: ® eCAecl, Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhdKjvCZfSdk%2fxn%2fYWrx5rxA%3d%3d 2/2 -f RINITY J ERD (-APPENDIx;i: ATTACHMENT REQUIREMENTS FOR WINDUPLIFT RESISTANCE' Table Deck Application Type 1 Description Page SA Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 SB-1 Wood New or Reroof (Tear -Off) A-2 ) Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5.9 1B-2 Wood New, Reroof (Tear -Off) or Recover A-2 I Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 10-11 1C Wood New, Reroof (Tear -Oft) 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 IE Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 14-15 SF-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 I Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 19-21 �i1-G�1Nood — ew nriReroof�l4ear-Off1-' .._ _.sF". '�s%'�INon,fnsulated�BondediRoofCove7._ -. __�_....._._ - .- r4. -- Rlt a2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B I Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22-24 2B 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 3240 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 -Off) A-1 Bonded Insulation, Bonded Roof Cover 47 SB CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 48 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 49 SD CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 49 SE CWF New, Reroof (Tear -Off) 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 sufficient 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 QA 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. Exterior Research and Design, U.C. d/b/a Trinity( ERD Evaluation Report P9290.02.08-R20 for FL1654-R22 Certificate of Authorization N9503 6m EDITION (7017) FBC NON-HVH2 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 TRINITY J ERD 4. Minimum 200 psi, minimum 2-inch thick lightweight Insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are Installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. S. 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. ➢ 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. ➢ 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. ➢ OMG OlyBond 500 (OB500): Continuous 0.75 to 1-Inch wide ritibons, 12-Inch o.c. (PaceCart or SpotShot). Note: OlyBond Green maybe used where OlyBond 50O Is referenced. ➢ OlyBond Classic (08 Classic): Full coverage at 1 gal/square. I ➢ ICP Adhesive & Sealants 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-opplled 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: ➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-Inih thick) ➢ Millennium PG-1 Pump Grade Adhesive (M-PGS): MDP -157.5 psf (Min. 0.5-Inch thick) ➢ OMG OlyBond 500 (OB500): MDP 45.0 psf (Min. 0.5-inich thick Multi -Max FA-3) ➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-Inch thick ISO 95+GL) ➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.54ch thick ENRGY 3) ➢ OMG OlyBond 500 (OB500): MDP 487.5 psf (Min. 0.54ch thick ACFoam II) ➢ ICP Adhesives & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDI, 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. I 10. Forfully 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 AN51/SPRI FX-1 or Testing Application Standard TA5105. 12. For existing substrates in a bonded recover or re -roof Installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on Its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with 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 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. 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 Trinity) ERD Evaluation Report P9290.02.08-R20 for F1.3654-1122 Certificate of Authorization $19503 6" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 3841230 Appendix 1, Page 2 of 58 i I I 15, Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications TRINITY I ERD TABtES:POLYGLA55 ROOF COVERS Reference Layer Material Application BP -AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II Hot Asphalt at 2040 (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-appIled 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-CA3 Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshleld 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 11, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshleld TS-G, Elastoshleld gaVsquare TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) One or more plies Elastobase (sand/sand dr poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex 56, Elastoflex SBS-AA Base Ply or Ply S6 Type II, Polyglass HT Base 650 Hot Asphalt at 20-40 (SBS, Asphalt -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex SSG FR, Elastoshleld TS-G, Ibs/square Elastoshleld 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 650 or more plies Elastobase (sand/poly); Elastobase (poly/poly), Elastoflex V, Elastoflex 56, Elastoflex S6 Type II, Polyglass HT Base SBS-TA Torch (SBS, Torch -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, -Applied Elastoshleld TS-G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed) Base Ply One or more plies Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR SBS-SA Cap Ply Elastoflex SA P, Elastoflex SA P FR, Polyreflect (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering Elastobase (poly/sond) 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 (APP, Torch -Applied) Cap Ply Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR Torch -Applied Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool APP SA (APP, Self -Adhering) Note: Unless otherwise noted, permissible membrane substrates for APP-SA are limited to the SBS-SA Base Ply options herein, 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. Refer to current Roofing Materials Directory for fire ratings associated with coating usage. ➢ PG200 Non Fibered Roof Coating; > PG300 Fibered Roof Coating; D PG600 Non-Fibered Aluminum Roof Coating; ➢ PG650 Fibered Aluminum Roof Coating; ➢ PG700 High Quality Elastomeric Roof Coating or KM Acryl 25; > PG700Q5 (Quick Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS (for granule -surfaced APP or SBS only); > PGe00Asphalt Emulsion Roof Coating; ➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating; D Polyplus 65 Premium Fibered Aluminum Roof Coating; > Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15; > Polybrite 70QS (Quick Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS (far granule -surfaced APP or SBS only); > Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating. Exterior Research and Design, LLC d/b/a Trinity) ERD Evaluation Report P9290.02.08-R20 for FL1654-R22 Certificate of Authorization d9503 6Te EDITION (2017) FBC NON-HVH2 EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384.1230 Appendix 1, Page 3 of 58 I I I i TRINITY ( 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 MDP listings below vs. those in Table 3A applies: VAPOR BARRIER OPrIONSSTRII'(.TURALCONCRETE DEIXADHERED INSULA710NPERTABLE3A ^ - Option # Primer Vapor Barrier j 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. PG100 Polyglass APP Base Torch -applied Inta-Stik or CR-20, 12-Inch o.c. -75.0 VB-3. PG100 Elastoflex SA P Self -Adhering Insta-Stik, 12-inch o.c. -75.0 VB-4. PG100 Elastoflex SA P Self -Adhering Millennium One Step Foamable Adhesive, 12-Inch o.c. -157.5 VB-S. I 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, Olyeond 500 or CR-20, 12-inch o.c. -290.0 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, U.C. d/b/a Trinityl ERD Evaluation Report P9290.02.08-R20 for FL3654-R22 Certificate of Authorization #9503 6ni EDITION (2017) FBC NON-HVH2 EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 4 of 58 TRINITY 1 ERD TABLE IF 2 WOOD;DECKS "NEW CONSTRUCTION, REROOF (, E; ra-OFF) oR REcovER. ' SYSIEMTIPE',E: NON=INSULATED,MECHANICALLYATTACHED BASE SHEET(SCREWS&PLATES) BONDED.ROOFCOVER, , System Base Sheet Roof Cover (Note 15) MOP No. Deck (Note 1) Type Fasten Attach Base Ply Cap (Psi) ',SELFADHEHIN6 BASE PLY:s'^ i ,; 'yfl 6+Agg'a� ,c1 °"':gin ,9 ^•i 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 (poly -film top) or Trufast 3" Metal Insulation Plate with Trufast HD (2), equally spaced, staggered center rows TA, APP-TA W-137 Min. 19/32- Elastobase, Elastobase P Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast 014 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) or Trufast 3" Metal Insulation Plate with Trufast HD (2), equally spaced, staggered center rows W-138 Min. 19/32- Elastobase, Elastobase P I OMG Flat Bottom Plates (square) with Roofgrip 1112 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 p yw (poly -film to (p y p) (2), equally spaced, staggered center rows TA, APP-TA W 139 Min. 19/32- Elastobase, Elastobase P OMG Flat Bottom Plates (square) with Roofgrip g12 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) 1 (2), equally spaced, staggered center rows - - •- "- .- _ - >° ` JABLEIG: MOM DECKS —NEW CONSTRUCTION OR REROOF (TEAR-OFF.),e- ' SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System Deck (Note 1) Primer Roof Cover (Note 15) MDP (psf) Joint Treatment Base Ply Ply Cap Ply No. �` Sd �'SA13' onhp m _ W-141 Min.(Optional) PG100 None Polyflex SA Base (Optional)APP-TA APP-TA -90.0 inchhplyw000 d plywood W 142 Min. 15/32- PG100 None SBS-SA (Optional)SBS-SA, SBS- SBS-SA,APP-SA,SBS- 975 inch plywood TA, APP-TA TA, APP-TA W-143 Min. 15/32- (Optional) PG100 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 5 inch plywood place to create continuous bond. Elastoflex SA V FR Base TA, APP-TA TA, APP-TA 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) PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex 5A V Plus, rolled into Elastoflex 5A V Plus or (Optional) 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 TA, 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 APP-TA -135.0 Inch plywood place to createcontinuousOand. Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Evaluation Report P9290.02.08-R20 for FL1654-R22 Certificate of Authorization 99503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384.12.30 Appendix 1, Page 21 of 58