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Home My WebLink AboutPRODUCT APPROVAL2/23/2018 Florida Building Code Online BCIS Home Log In User Registration 1 Hot Topics 1 Submit Surcharge 3 Stats & Facts ! Publications I FBC Staff j BCIS Site Map I Links Search re Product Approval/��p��,flfl Public User FILE COPY. fUSER: GG(riUVU�ED By Product Aooroval Menu > Product or Aoolica[ion Search > Aoolication List > Application Detail te `1 iI ndeTSa'$i r� FL # FL1654-1122. RECEIVE Application Type Revision Code Version 2017 Application Status Approved JUL 2 6 2018 comments ST. Lucie County, Permitting Viz; � -• F Archived J: Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1378 Ext242 alender@polyglass.com Authorized Signature Ariel Lender alender@polyglass.com Technical Representative Maury Alpert 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 lilt W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1230 ALender@polyglass.com Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer G 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 10/06/2018 Validated By John W. Knezevich, PE (✓1 Validation Checklist - Hardcopy Received Certificate of Independence FL1654 R22 COI 2017 01 COI Nieminen.Ddf Referenced Standard and Year (of Standard) Standard Year ao ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhdKjvCZfSdk%2fxn%2fYWFx5rxA%3d%3d 2/23/2018 Equivalence of Product Standards Certified By Sections from the Code Product Approval. Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Ong*--. UL 1897 i S Method 1 Option D 09/14/2017 09/15/2017 09/22/2017 12/12/2017 Suniinaryaof Products �.. _,.1� �W 2012 II� 44 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 Installation Instructions Approved for use in HVHZ: No FL1654 R22 II 2017 09 FINAL Al ER POLYGLASS MODBIT FL1654- R22.odf 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 Evaluation Reports relates to one particular assembly over concrete deck. FL1654 R22 AE 2017 09 FINAL ER POLYGLASS MODBIT FL1654- 2R 2.odf Refer to the 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. . I I • �I Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-467-1824 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 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 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 clicklhere . Product Approval Accepts: F ECt , .:. Credit Card a Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2p"pKxAhdKjvCZfSdkp/p2fxn%2fYWFx5mA%3d%3d 1li 2/2 SD W d New, Reroof (Tear -Off) or Recover C ---._�...--------------------- Mech. Attached Insulation, Bonded Roof Cover 12-13 1E W d New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 14-15 iF-1 W d New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 16-18 1F-2 d New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 19-21 1G W od New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 21 2A St el or Structural concrete New Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22-24 2B M 1 or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 25-28 2C St�� I or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 29-31 3A Si ctural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 3240 3B Stf�ctural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 40 4A L IC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 41-42 4B L ,IC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 43 Ar i Wir Now — Rarnnf IToar-rlfn F Non -Insulated. Mech. Attached Base Sheet. Bonded Roof Cover 44-46 SA F New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 47 5B 0NF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 48 SD F New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 49 SE 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 G sum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 52 6C G'sum 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 V ri Recover A-1 Bonded Insulation, Bonded Roof Cover 54-58 7B V N rious Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 58 The followin (notes apply to the systems outlined herein: stem 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. 1. The rooI Load res(}tance of the roof deck shall be documented through proper codified and/or FBCApproval documentation. 2. Insulatio'''Il��7j / base sheet fasteners shall be of sufficient length for the following deck engagement: ➢ Wobd: Minimum 0.75-inch penetration. ➢ St 1 I: Minimum 0.75-Inch penetration and engage the top flute of the steel deck. ➢ 5tr aural concrete: Minimum 1-inch embedment into pilot hole In accordance with fastener manufacturels published installation instructions. 3. Unless herwise noted, Insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, periite, gypsum -based roof board or mineral -wool roof board that meets the CIA require ants 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 Reseal and Design, U.C. d/b/a Trinity( ERD Evaluation Report P9290.02.08-R20 for FL3654-RZ2 Certificate of Ich ithor-ization 89503 67x EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Pagel of 58 ``-J TRIN1 i ERD l 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. 1 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 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 25-30lbs/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 O.5-inch wide ribbons, 12-inch o.Q ➢ Millennium PG-1 Pump Grade Adhesive (M-PGS): 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. (PaceCartor SpotShot). Note: OlyBond Green maybe used where O1yBond 500Is referen l ed. ➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square. ➢ 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. ➢ 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 theltables, then the thinner board listed below may be used as a drop -in forthe equivalent thicker material listed in the table: ➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) D Millennium PG-1Pump Grade Adhesive (M-PG1): MDP-157.5psf (Min.0.5-inchthick) D OMG OlyBond 500 (OB500): MDP 45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) D 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. 0.5-inch thick ENRGY 3) D OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFcam II) D 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 WD3, 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 2.2.10A'of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 1 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 analysisliipermitted. I 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 TA5 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 orTesting 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 topcoat thickness Is 2-inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report P9290.02.08-R20 for FL1654-R22 Certificate ofAuthorlration #9503 a EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20:I09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 2 of 58 r } 8 TRINITY ;ERD 15. Unless othi - TABLE L-..POLYGLASS ROOF COVERS � _" �. � s Referen Layer Material Application BP -AA Base Ply One or more plies Polyglass G2 Base, FBCApproved ASTM D4601, Type II ' Hot [ 20-40 (Base an Ply sheets, Asphalt- Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI at Ibs/ssquare uare Applied) Note: As halt -a liedsheetsorInsulationshallnotbea lied topoly-filmsurfacedmembranes. Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex 56, Elastoflex S6 Type 11, Polyglass HT Base 650 pG350 at 1.5-2.0 SBS-CAS Elastoflex VG, Elastoflex VG Fit, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshleld TS-G, Elastoshieid gal/square Cap Ply TS-G FR, Polyfresko G 58S (sand -hacked), Polyfresko G SBS FR (sand -backed) Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6Type II Polyplus 35 at 1.5-2.0 SBS-CA2 Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield gal/square Cap Ply TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex Base Ply or Ply S6 Type II, Polyglass HT Base 650 Hot Asphalt 20-00 SBS-AA Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex 56 Type II, Elastoflex 56 G, Elastoflex 56 G FR, Elastoshield TS-G, at Ibs/square (SBS, Asp alt-Applied) Cap ply 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 aly-film surfaced membranes. ' Base Ply or Ply 50 or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 Type 11, Polyglass HT Base SBS-TA Torch (SBS, To h-Applied) Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex 56 G Fit, Elastoshield TS-G, -Applied Cap Ply Elastoshield TS-G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film hacked) 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 Self -Adhering (SBS,Se -Adhering) Unless otherwise noted, permissible membrane substratesfor SBS-SA are limited to the SBS-SA Base Ply options herein, Note: Elastobase (poly/sand) or Elastobase (poly/poly). APP-CA Cap Ply Polyflex G FR PG350 at 1.5-2.0 gal/square APP-TA Base Ply or Ply One or moreplies Polyglass APP Base, Polyflex,` Potybond Torch (APP, T ch-Applied) Cap Ply Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR -Applied Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool ' APP SA Unlessotherwlsenoted,permlssiblemembranesubstratesforAPP-SA are limited to the SBS-SABasePlyoptionsherein, Self -Adhering (APP,S f-Adhering) Note: Elastobase (pal /sand) or Elastobase (poly/poly). 16. Any of t 140 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 asscclate4 with coating usage. > 200 Non Fibered ,of Coating; > 300 Fibered Roof Coating; ➢ 600 Non-Fibered Aluminum Roof Coating; ➢ 650 Fibered Aluminum Roof Coating; ➢ I 700 High Quality Elastomeric Roof Coating or KM Acryl 25; ➢ PI�'700QS (Quick Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS (for granule -surfaced APP or SBS only); ➢ 900 Asphalt Emulsion Roof Coating; > I lyplus 60 Premium Non-Fibered Aluminum Roof Coating; ➢ PIolyplus 65 Premium Fibered Aluminum Roof Coating; > PII lybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15; > �lybrite 70QS (Quick Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS (for granule -surfaced APP or SBs only); > Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating. Exterior Resea�fh and Design, U.C. d/b/a Trinity( ERD Certificate of Alllhoriration #9503 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: R4t_bertNieminen, PE-59166 Polyglass Modified Bitumen Roof Systems, (570) 384-1230 Evaluation Report P9290.02.08-R20 for FL1654-R22 Revision 20: 09/12/2017 Appendix 1, Page 3 of 58 TRINITY I 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: "VAPORBARBIEROPTIONS;STRIKTURAL CONCRETE DECK, ADHERED INSULATION PEA TABLE3A,Ht Option # Primer Vapor Barrier Insulation Adhesive I � MDP (psi) 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 SAP Self -Adhering Insta-Stik, 12-inch o.c. -75.0 VB-4. PG100 Elastoflex SAP Self -Adhering Millennium One Step Foamable Adhesive,12-inch o.c. -157.5 VB-S. PG100 Elastoflex SA P Self -Adhering CR-20, 12-inch o.c. j -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. -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 Trinity( ERD Certificate of Authorization 99503 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-59166 Polygiass Modified Bitumen Roof Systems, (570) 384-1230 I Evaluation Report P9290.02.08-R20 foriFL1654-RZ2 Revision 20:i09/12/2017 Appendix 1; PIage 4 of 58 I 1 C�13 � TRINITY I ERD TABLE IF-2: WOOD DECKS -NEW CONSTRUCTION, REROOF (TEAR=OFF) OR RECOVER SYSTEMTYP.EE: NON INSULATED,M,ECHANICALLYATTACHEDBASESHEET�(scREvus&PurEs);BONDED ROOF COVER System Base Sheet Roof Cover (Note 15) MOP No. Dec Note 2) Type Fasten Attach Base Ply Cap (Psf) SEIFADHERING B PEYi n _ 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 SBSSA SBS-SA, APP-SA, SBS- 525� W-136 inch Plywood (poly -film top) or Trufast 3" Metal Insulation Plate with Trufast HD (2), equally spaced, staggered center r rows TA, APP-TA Min. 9/32- 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• W-137 Inch i5lywood (poly -film top) or Trufast 3" Metal Insulation Plate with Trufast HD (2), equally spaced, staggered center rows W-138 Min 9/32- 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 lywood (poly -film top) (2), equally spaced, staggered center rows TA, APP TA W-139 Mint 9/32- Elastobase, Elastobase P OMG Flat Bottom Plates (square) with Roofgrip 012 12-inch o.c. in 4-Inch lap and 12-inch o.c. in two Polyflex SA Base APP-TA -60.0• inch) lywood (poly -film top) 1 (2), equally spaced, staggered center rows TABLE 1G: WOOD DECKS NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPEIF- NON-INSUI;ATED,BONDED ROOF COVER System, De (Note 1) Primer Roof Cover (Note 15) MOP (psf) Joint Treatment Base Ply Ply Cap Ply No. I Min 15/32- None SBS-SA (Optional) SBS-SA, SBS- SBS-SA,APP-SA, SBS-' -90.0 W-140 Inch plywood None. TA; APP-TA TA, APP-TA W-141 McIn 115/3o2d (Optional) PG100 None Polyflex SA Base (Optional) APP-TA APP-TA -90.0 plywood Min �15/32- PGS00 None SBS-SA (Optional) SBS-SA, SBS- SBS-SA, APP-SA, SBS- -97.5 Inc lywood TA, APP-TA TA, APP-TA Mtn 15/32- 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, 5B5- incf f plywood (Optional) PG100 place to create continuousbond. Elastoflex SA V FR Base TA, APP-TA TA, APP-TA -97'5 I Mi .I15/32- yy8-3000 None SBS-SA (Optional) SBS-SA, APP-SA, SBS-_105.0 Inc ,plywood TA, APP-TA Mi 15/32- Plywood Joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into Elastoflex SA V Plus or (Optional) SBS-SA, SBS SBS-SA, APP-SA, SBS- Inc {plywood (Optional) PG100 place to create continuous band. Elastoflex SA V Plus FR TA, APP-TA TA, APP-TA -135.0 MI 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 lnc plywood place to create continuous band. Exterior Resea}ch and Design, LLC. d/b/a Trinity) ERD Evaluation Report P9290.02.08-R20 for FL3654-R22 Certificate Of AIn,I,,horization fl9503 0 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems, (570) 384-1230 Appendix 1, Page 21 of 58