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Home My WebLink AboutPRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEM2/h/2018 Florida Building Code Online F1 ida pr BCIS Home ( Log In i User Registration t Hot Topics I Submit Surcharge 1 Stats & Facts ( Publications I FBC Staff f BCIS Site Map I Links I Search I SCANNhow Product Approval - USER: Public User By - 'i 01Aat ��1� kil I i Product Aporoval Menu > Product or Application Search > Application List > Application Det c--rz/L— FL # FL1654-R22 Application Type Revision ST. LUCIE COUNTY BUILDING DIVISION Code Version 2017 REVIEWED FOR COMPLIANCE Application Status Approved REVIEWED Y DATE Comments PLANS AND PERMIT MUST BE KEP ON JOB Archived SITE OR NO INSPECTION(S) WILL BE MADE Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email POLYGLASS USA 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1378 Ext242 alender@polyglass.com Ariel Lender alender@polyglass.com Maury Alpert 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAlpert@polyglass.com Quality Assurance Representative Ariel Lender THESE PLANS AND ALL PROPOSED WORK Address/Phone/Email 1111 W. Newport CenterAW SUBJECT TO ANY CORRECTIONS Deerfield Beach, FL 3344REQUIRED BY FIELD INSPECTORS THAT (954) 233-1230 MAY BE NECESSARY IN ORDER TO ALender@polyglass.com COMPLY WITH ALL APPLICABLE CODES. Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -a Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report FILE COPY Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/06/2018 Validated By John W. Knezevich, PE i✓t Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD FL1654 R22 COI 2017 01 COI Nieminen.odf Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 https://www.floridabuilding.org/prlpr app_dti.aspx?param=wGEVXQwtDgvgqu2wp/a2bnFgUPv2pw6pKxAhdKjvCZfSdk°/p2fxnp/o2fYWFx5rxAp/o3d%3d 1/2 2123/2018 Florida Building Code Online I 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 SU" iii :. of Products PL # Model, Number or:Name . Descriptwn 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.Ddf 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- R22.3df 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 Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 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: .,; rodit Card. Sad .`. hftps:/Awm.floridabuilding.org/pr/prapp_dti.aspx?param=wGEVXQwtDgvgqu2wg/o2bnFgUPv2pw6pKxAhdKjvCZfSdkg/o2fxng/o2fywFx5rxAg/o3d%3d 2/2 [APPENDIX 1 ATTACHMENT REQUIREMENTS FOR:WIND UPLIFL RESISTANCE Table Deck Application Type Description Page 1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 113-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-9 113-2 Wood New, Reroof (Tear -Off) 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 1E Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 14-15 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 1G? y(lood =New or Reroof Tear-O ) (F)' Nan-tnsulat6d Bonded Roof Goser 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B 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 32-40 -313 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 5A CWF New or Reroof (Tear -Off) 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 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 49 5D CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 49 5E 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 61) 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, I.I.C. d/b/a Trinity( ERD Evaluation Report P9290.02.08-1120 for FL1654-1122 Certificate of Authorization *503 6T" 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 QOTRINITYIERD 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 are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ Hot asphalt (HA): Full coverage at 25-30 Ibs/square. ➢ 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 ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced. ➢ 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 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-inch thick) ➢ Millennium PG-1 Pump Grade Adhesive (M-PG1): MDP -157.5 psf (Min. 0.5-inch thick) ➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) ➢ OMG OlyBond 500 (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) ➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II) ➢ ICP Adhesives & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 8. Bonded polyisocyanu rate 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 WDl, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk" carrythe 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 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, LLC. d/b/a Trinity( ERD Evaluation Report P9290.02.08-1120 for FL3654-R22 Certificate of Authorization #9503 6T" 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 2 of 58 15. Unless otherwise noted, refer to -the following references for bonded base. olv or can sheet aoDlications I: POLYGLASS ROOF COVERS' Reference Layer Material Application BP -AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II (Base and Ply sheets, Asphalt- Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI Hot Asphalt at 20-40 Applied) Note: Asphalt -applied sheets or insulation shall not be applied to poly film surfaced membranes. Ibs/square Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 Type II, Polyglass HT Base 650 SBS-CAl 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 SBS-CA2 Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield Polyplus 35 at 1.5-2.0 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 S6 Type II, Polyglass HT Base 650 SBS-AA 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 S6 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 surfaced membranes. Base Ply or Ply One 0 or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex 56 Type II, Polyglass HT Base SBS-TA (SBS, Torch -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Torch -Applied 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, Polyreflect (SBS, Self -Adhering) Unless otherwise noted, permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering Note: Elastobase (poly/sand) or Elastobase (poly/poly). APP-CA1 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) ( PP �) Ca PI P Y Polyflex, Polyflex G, Polyflex G FR, Pol bond, Pol bond G, Polyfresko G, Polyfresko G FR Y Y Y Y Y Y Y Torch -Applied APP-SA Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool (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. associated with coating usage. > PG200 Non Fibered Roof Coating; > PG300 Fibered Roof Coating; > PG600 Non-Fibered Aluminum Roof Coating; > PG650 Fibered Aluminum Roof Coating; > PG700 High Quality Elastomeric Roof Coating or KM Acryl 25; > PG700QS (Quick Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS (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; > 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 (for granule -surfaced APP or SBS only); > Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating. Exterior Research and Design, U.C. d/b/a Trinity( ERD Certificate of Authorization tt9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Refer to current Roofing Materials Directory for fire ratings Evaluation Report P9290.02.08-R20 for FL1654-R22 Revision 20: 09/12/2017 Appendix 1, Page 3 of 58 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: VAPORBARRIER,OPTIONS,STRF)CTURAC CONCRETEDEd, f30HER i' 666EATION nhTABLE 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. 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-5. 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. -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 Evaluation Report P9290.02.08-R20 for FL1654-R22 Certificate of Authorization #9503 6T" 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 TABLE 1F 2 WOOD DECKS NEW CONSTRUCTION, REROOF (TeAR QFF1 OR RECbVER SYSTEMTYPEE NON ([USiILATED (V(ECHA(1[(C41LLYAFiAGFfEt7-BASE SKEET. scaEuys8ePtAiEs `BONDEf3ROOF;COVER System Deck (Note 1) Base Sheet Roof Cover (Note 15) • MDP No. Type Fasten Attach Base Ply Cap (Pso ,. SBtF AbHERINf3 $A4E PLY'; a- 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, APP-SA, SBS- * inch plywood (poly -film top) or Trufast 3" Metal Insulation Plate with Trufast HD (2), equally spaced, staggered center rows SBS-SA TA, APP-TA 52.5 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 inch plywood (poly -film top) or Trufast 3" Metal Insulation Plate with Trufast HD (2), equally spaced, staggered center rows Polyflex SA Base APP-TA -52.5* 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 -film top) (2), equally spaced, staggered center rows TA, APP-TA W-139 Min. 19/32- 1 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 1Gt WDOD DECKS W NEW CQNSTRUCt10N aR REROOF- TI3AR C<FEy x SYSTE}k� TYPE F NON INS(Jt/kTED, BONDED Rt30F . CO�lfR System Deck (Note 1) Primer Roof Cover (Note 15) MDP (psf) Joint Treatment Base Ply Ply Cap Ply No. UV40 fviln 15/32 None: Hong' ;SBS SA ((Optional) SBS SA SBS- SBS SA APP SA SBS > 90 O,f ,iri�h,pfywood - — TA, APP TA_E ;TA; APP TA W-141 Min. 15/32- inch plywood (Optional) PG100 None Polyflex SA Base (Optional) APP-TA APP-TA -90.0 W-142 Min. 15/32- PG100 None SBS-SA (Optional) SBS-SA, SBS- SBS-SA, APP-SA, SBS- 97.5 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- inch plywood place to create continuous bond. Elastoflex SA V FIR Base TA, APP-TA TA, APP-TA 97.5 W 144 Min. 15/32- inch WB-3000 None SBS-SA (Optional) SBS-SA, APP-SA, SBS- -105.0 plywood TA, APP-TA W-145 Min. 15/32- (Optional) PG100 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- inch plywood p y place to create continuous bond. Elastoflex SA V Plus FR TA, APP-TA_ TA, APP-TA 135.0 W-146 Min. 15/32- 0 tional PG100 ( p ) 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 create continuous bond. Exterior Research and Design, LLC, d/b/a Trinity ) ERD Evaluation Report P9290.02.08-R20 for FL1654-R22 Certificate of Authorization #9503 6T" 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 21 of 58