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HomeMy WebLinkAboutPRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEMPage I of 2 Florida Building Code Online, BCIS Home i Log. In 1 User Registration SCANNED Giu '5- WIVE D FEB 2 7 2018 Ics ( SUbmlt Surcharge 1. Stats BFacts { P ST. Lucie County, Permitting I Product Approval USER; Public User Prgpur,1 S�piZpy41 t'7knu > Frr,Jtati n AV!licnti: 1p„_$-�gryh > :sp Sj.oj iSj > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Represe Itative Address/Phone/Email i Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL1654-R22 Revision 2017 Approved '1t ms j FBC Stair i aCIS Site Map Links i Searcn ST. LUC►E COUNTY BUII IVISION REVMNTD FOR CO,'* E REVIEWS ll:F— j(, DATE _ 3 PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. POLYGLASS USA THESE PLANS AND ALL PROPOSED WORK Lyon D Fern ey, NVrive 89408 ARE SUBJECT TO ANY CORRECTIONS 384-1230 Ext 242 REQUIRED BY FIELD INSPECTORS THAT jakins@polyglass.com akin MAY BE NECESSARY IN ORDER TO James Akins COMPLY WITAll APPWQA96i jakinsC.�polyglass, com LADES. Maury Alpert 1,111 W. Newport Center, Drive CONCEALED FASTENERS OR ATTACHMENT, 429-8610 Beach, FL 33442 Deerfield (912) (912) ARE THE RESPONSIBILITY OF THE M Al p e rt@ p o l y g l a ss, co m CONTRACTOR OF RECORD Ariel Lender 1111 W. Newport Center Drive Deerfield Beach, FL 33442 233-1230 [IV ALender@polygiass.com Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report - 11ardcopy Received Robert Nieminen PE-59166 UL LLC 10/06/2018 John W. Knezevich, PE 'A Validation Checklist - Hardcopy Received 5140-da3md Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 UL 1897 2012 http:/Iwlww.floi,idabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtllqvgqu2w %2bn... 12/I 8/2017 Florida Building "Code Online E� Equivalence of Product Standards Certified By: ,Sections from the Code Product Approval Method Method I Option D Date Submitted 09/14/2017 Date Validated 09/15/2017 Date Pending FBC Approval 09/22/2017 Date Approved 12/12/2017 Summary of Products Page 2 of 2 FL.# Modeif Nua ber or Name' 'Description• 1654.1 Polyglass SBS and APP SBS and APP modified bitumen roof systems Modified Bitumen Roof Systems 1 I ._ Limits of Use Approved for use in HVHZ:INo Installation Instructions 111654 'R2.2 _1.1, 2017 0.9 FIN94-Al ER PO MESS MQr)RlT Ft.�SA" R20111f Verified By: Robert Nierninen PE-59166 Approved for -use outside HVHZ:'Yes Impact Resistant: N/A I Design. Pressure: +NN-622.5 Created by Independent Third Party: Yes Other 1,) The design pressure in this, Evaluation Reports application relates to one particular, assembly tt7fi4 f 22"� ?-013 ✓�j _TNAI_ ER POLYCIgSS MC7f7ES1T,FLifS R22,00f over concrete deck. Refer to the ER Appendix for other systems and deck types, 2.) Refer to ER, Created. by Independent Third Party: Yes. Section 5 for other Limits of use. The State of Florida is an Under Florida law, emailad electronic mail to this entity. Section 455.275(1), Florida St they have one. The emalls pi supply a personal address, plea. 8nck ftext Contact Us :: 2„6o1 Blair Stone Road. TaI19J>45.5�'e FL 32399 PhQnn2L!5EQ 4$Z-1V4_ employer. C.gpyrioht 2007.201� State of Florida,:a Privacy Statement :: Accessibility %glef.RC.ek.:: ftflend statement. are •public records, if you do not want Youre-mail address released In response to a public -records request, do not send i, contact the office by phone or by traditional mail, If you have any questions, please contact 850.487.1395. *Pursuant to effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with anernail address if may be used ror official communication with the licensee. However email addresses are public record. If you do not wish to ide the Department with an email address which can be made available to the public. To determine If you are a licensee uhder Chapter 455, KS., please click)Lete.. Product Approval Accepts: Credd Ca' rd" http://www.floridiibuilditig.org/pr/t)r_app d'tl.aspx?paraYn=wGE;VXQWtDcjvq,qu2w%2bti... 12/18/2017 TRINITY I ER �APPFA16E3C i l4TTACHMF1Ji BEt2UUtENfEMSS FQR 1NEN`n UPLiffi RE5iSfANCE s 1 <U ; Table Deck Application Type Description Page 1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover S 1B-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Banded insulation, Bonded Roof Cover 5-9 iB-2 Wood New, Reroof (Tear -Off) or Recover A2 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 14-1S 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 Wood New or Reroof (Tear -Off) F Non-Insulated„Bonded Roof Cover 24 2A Steel or Structural concrete New,-Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22-2 26 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 izoof Cover _ _ 31 29-4 •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 4© 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Sonded.P.00f Cover 41-4 4B LWIC New or Reroof (Tear -Off) A-2 Mech- Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 43 4C LWIC New or Re roof (Tear -off' E Non -Insulated, Mech, Attached Base Sheet, Bonded Roof Cover 44-A5 SA CWF New or Reroof (Tear -Off) AA Bonded Insulation, Bonded Roof Cover 47 56 CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4B 5C CWF New, Reroof (Tear -Of) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 49 SO 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 50-52 613 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 60 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 5$ 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 58 The following notes applV to the systems outlined herein: The 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. roof system Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: Y Wood: Minimum 0.75-inch penetration. > Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. 'r 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, periite, 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, for foam plastic, FBC Chapter 26, when installed with the roof cover. Exterior Research and Design, LLC. d/b/a Trinity (ERD Evaluation Report P9290.02.08-R20 for FL1654-RZ? 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 1 of 58 L�� r S TY 4 ER[ Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type 0 (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. 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). 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 25-301bs/square. ➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. "r Millennium One Step Foamable Adhesive (M-OSFA): Continuous 015 to 0.5-inch wide ribbons, 12-inch o.c. > Millennium PG-1 Pump Grade Adhesive (M-PG2): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. OMG OlyBond 500,(06500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or Spotshot). Note: OlyBond Green may be used where Olyt3ond 50II is referenced. Y OlyBond Classic (08 Classic): Fulfcoverage at-1 gal/square. __ _ ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons, 1%inch`o:c.---- > Note: Wh<_r multiple loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board/oints shall be Staggered.- - - - ➢ Note: The maximum edge distance from the adhesive ribbon.to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. Unless -otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: ➢ 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 (08500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) OMG OlyBond 500 (08500): MDP -187.5 psf(Min. 0.5-inch thick iSO 95+ GL) ➢ OMG OlyBond 500 (08500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) > OMG OtyBond 500 (013500); 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 poiyisocyanurate 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 ir29, 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 (January2016) 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 (LVJC) 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 24riches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R20 for FL1654-RZZ Certificate of Authorization it9503 fir" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polygiass Modified Bitumen Roof Systems; (570) 384-IZ30 Appendix 1, Page 2 of 58 15 16. Unless otherwise noted, refer to the following references for tionaeo DaSe, ply or cap sneer appltLeLI.115. °. TABLE 1: PQLYGtR55 Fft)QF C.OVERS;f ; fz s Application Reference layer Material BP -AA Base Ply one or more plies Polyglass G2'Base, FBC Approved ASTM D4601, Type it Not Asphalt at 20-40 (Base and Ply sheets, Asphalt- Ply one or more plies Polyglas P! IV, Polyglass Ply V!, FBC Approved ASTtJI D2178, Type IV or VI Ibs/square Applied) Note: Asphalt -applied sheets or insulation shelf not be applied to poly-FAM surfaced membranes. 1 Base Pty One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 Type 11, Polyglass HT Base 650 1 PG350 at 1.5-2.0 Elastoflex VG, Elastoflex.VG FR, Elastoflex.S6, Elasteftex S6 Type It, Elastoflex 56 G, Elastoflex 56G FR, Elastoshield TS-G, Elastoshield gal/square SBS-CA1 Cap Ply TS-G FR, Poiyfresko G SBS (sand -backed), Poiyfresko G SBS FR (sand -backed) Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 Type 11 Polyplus 35 at 1.5-2.0 Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex 56 Type II, Elastoflex S6 G, Elastoflex 56 G fR, Elastoshield TS-G, Elastoshield gal/square SBS-CA2 Cap Ply TS-G FR, Poiyfresko G SBS (sand- backed),- Polyfresko G 56S. 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 SBS-AA Base Ply cT Ply S6 Type 11,. Polyglass HT Base 650 - VG FR, Elastoflex 56, Elastoflex S6 Type i€, Elastoflex 55 G, Elastoflex 56 G FR, Elastosiiield`TS•G,— Hot Asphalt at 20-40 —Ibs/square - (SBS, Asptia'st Applied) Cap Ply Elastoflex V, Eia'stoflex VG, Elastoflex Elastoshield TS-G FR, ^olyfresko G S8S (sand -backed), Poiyfresko G SBS'FR (sand -backed) Note: Asphalt -applied sheets or insulation shall not be applied to poly film surfaced membranes. One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex 56 Type 11, Polyglass HT Base SBS-TA Base Ply or Ply 650 Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56"Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Torch -Applied (SBS, Torch -Applied) Cap Ply Elastoshield TS-G FR, Poiyfresko G SBS (polyfilm backed), Poiyfreske 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 Pius FR 585-SA Cap Piy. Elastoflex SA P, Elastoflex SA P FR, Polyrefiect substrates for SBS-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering (SBS, Self -Adhering) Note' unless otherwise noted, permissible membrane Elastobase (poly/sand) or Elastobase (poly/poly). , Polyflex G FR P6350 at 2.5-2.0 1/square APP-CA1 Cap Ply APP-TA Base Ply., PIY7 One or more, plies Polyglass APP Base, Polyflex, Polybond Torch -Applied (APP, Torch -Applied) Cap Ply Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Poiyfresko G, Poiyfresko G FR APP-SA Cap Ply Polyflex SA P, Polyflex SA P FR, Poiyfresko G SA, Poiykool unless otherwise noted, permissible membrane substrates for APP-SA ;are limited to the SBS-SA Base Ply options herein, Seif-Adhering (APP, Self -Adhering) Note: Elastobase (poly/sand) or Elastobase (polYIP01Y)- 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 Rooting materials Wrectory wi inn associated with coating usage. i PG200 Non Fibered Roof Coating; 'i PG300 Fibered Roof Coating; > PG600 Non-Fibered Aluminum Roof Coating; PG650.Fibered Aluminum Roof Coating; i PG700 High Quality Elastomeric Roof Coating or KM Acryl 25; i PG700QS (Quick Set) High Quality Elastomeric Roof Coating or KM Acryi 25-0,S (for granule -surfaced APP or SBS only); i PG800 Asphalt Emulsion Roof Coating; i polyplus.60 Premium Non-Fibered Aluminum Roof Coating; 'i Polyplus 65 Premium Fibered Aluminum Roof Coating; i Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryi 15; i Polybrite 70QS (Quick Set) Premium Grade Elastomeric Roof Coating or KM Acryl I5-C3S (for granule -surfaced APP or SBS only); i Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating. Exterior Research and Design, LLC. d/b/a Trinity ) ERD Certificate of Authorization ##9503 Prepared by; Robert Nieminen, PE-59166 6r" EDITION (2017) FBC NON-HVHZ EVALUATION polyglass Modified Bitumen Roof Systems; (570) 384-12M Evaluation Report P9290.02.08-R20 for FL1654-RZ2 Revision 20:09/12/2017 Appendix 1, Page 3 of 58 e �N'1-17"'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 anolies: •-VkPC}EiSfiRRtEROfjTK3Af5 5TRIFGI;UEIRCQN£RESEDECK;:i1R3HEREPIF15Utlt'rfEiN'P,ER'jABlE3A.,.. Option It Primer Vapor Barrier insulation adhesive MOP (psf) Type Attach V11-1. PG100 Elastoflex SA V Plus Self -Adhering Inta-Stile or CR-20, 12-inch o.c. -60.0 VB-2.. PG100 Pblyglass APP Base Torch -applied Inta-Stik or CR-20, 12-inch o.c. -75.0 VB-3. PG100 Etastoflex SA P Self -Adhering Insta-Stik,12-inch o.c. -75.0 VB-4. PG700 Elastoflex SA P Self -Adhering Millennium One Step Foarnable Adhesive, 12-inch o.c. -157.5 VB-S. PG100 Elastoflex SA P Sei£Adhering CR-20,12-inch o.c. -270.0 VB-6.- PG100 Elastoflex SA V Base, Elastoflex SA V PR Base, Elastoflex SA V Plus, Elastoflex SA V Plus'FR Self -Adhering Millennium One Step_Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBand 500 or CR-20,12-inch o.c. - - -250.0 19. "MDP" = Maximum Design Pressure is the result of testing for wind toad resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Deslgry LLC d/b/a Trinity IERD Evaluation Report P9290.02.08-R20 for FL1654-R22 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 394-1230 Appendix 1, Page 4 of 59 ( TRI ITY •ERD TABLE IF 2 WQE?i) EfECK$ - NEW t:f?NfiTRUGTtOR), RERQQF f TEAR<OFFy nR RE[CiVER £ r € z`* S`/SF IiTYP E. #Vfl t-lf�SiJCi E[7,'NIE HAfiIfGAiLYATTA£HEDBFISESHEErF( tit vsffaAxat?E } BL3id�i iERCit�FCE3VEtfi System Base Sheet Roof Cover (Note 15) MOP Deck (Note 1) No. Type Fasten Attach Base Ply Cap (Psf) r3kiERIFd6 iitSEt?CY„i . (-'��" :s' •, w. ,i.� ? ,Ys%. 'P Mim 19/32- Elastobase, Elastobase Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast#14 12-inch o.c. to 4-inch lap and 12-inch o.c. in two 5BS-SA SBS-SA, APP-SA, 58S 52 S° W-136 inch plywood (poly -film top) or Trufast 3" Metal Insulation Plate with Trufast HD (2), equallyspaced, staggered center rows TA, APP-TA M in• 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 polyilex SA Base APP TA 52.5` W-137 inch plywood (poly -film top) or Trufast 3" Metal Insulation Plate with Trufast HD (2), equally spaced, staggered center rows Min. 19/32- Elastobase, Elastobase P OMG Flat Bottom Plates (square) with Raafgrip #12 12-inch o.c- in 4-inch lap and 12-inch c.c. in two SBS-SA SBS-5A, APP-SA, SBS- -60 0' W-138 inch' plywood (poly -film top) (2), equally spaced,. staggered center rows TA, APP-TA W-139 Min. 19/32- Elastobase, Elastobase P OMG Flat Oot om Plates (square) with Roofgrip ii12 { 12-inch o.c, in 4-inch lap and 12-inch o.c in two - — Po! flex SA Base Y j { APP-TA -60.0" inch plywood (Poly-filmtop) t A � (2), equally spaced, sagoered center -rows .- I W LEk' �14fQDDQEC-"fdE4', QFiSTR�iGTti}[ att,RETtO(�F((T a i} fjj '� �, a,> ,•r ,_ SY5"CERi}ifPF Nfii iiSEiGTE3,t7[tt3EiC?0kCtiVit System Root lover (Note 15) MDP (psf) Joint Treatment Base Ply Ply Cap Ply No . Deck (Note 1) Primer Ain.15/32- SBS SA (Optional) SOS -SA, SB5- SBS-SA, APP-SA, SBS- AO.Q W-140 inch plywood None None TA, APP TA TA, APP-TA -141 Min. 15/32- (Optional) PG100 None Palytiex SA Base (Optional) APP-TA APR -TA -90.0 inch p lywoo plywood Min. 585-SA (Optional) SBS-SA, SBS- SBS-SA, APP-SA, SBS- 97.5 W-142 inch plywood P6100 None TA, APP-TA TA, APP-TA Min. 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, SBS- 97 5 VV-143 inch plywood (Optional) P6I00 place.to create continuous bond, Elastoflex SA V FR Base TA, APP-TA TA, APP TA W-244 Min. 25/32- VJB-30� None SBS-SA l ) (optional) SBS-SA, APP-SA, SBS- TA, APP TA 165.0 inch plywood Min. 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- -135.0 VI-145 inch plywood (Optional) PG100 place to create continuous bond. Elastoflex SA V Plus FR TA, APP-TA TA, APP-TA Min. 15/32- (Optional) PG100 Plywood joints are covered with 4-inch wide strips.of Elastoflex SA V Plus, rolled into Po ex.SA Base (Optional) APP-TA J APP-TA -135.0 W-146 inch plywood place to create continuous bond. Exterior Research and Design, I.I.C. d/b/a Trinity] ERD Certificate of Authorization 99503 Prepared by: Robert Nfeminen, PE-59166 6t" EDITION (2017) FBC NON-HVHZ EVALUATJON Polyglass Modified Bitumen Roof Systems, (570) 384-1230 Evaluation Report P9290.02.08-1120 for FL1654-RZ2 Revision 20: 09/12/2017 Appendix 1, Page 21 of S8.