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Home My WebLink AboutPRODUCT APPROVAL, 4- SCANNED BY St Lucie County SO Hoffle log In 'I, Usdr Registration ,i' ,Hot Topics I S.bMltS.rh.rg. l Stats&FaCts Nblicatimf FBC.Staff 1; SCIS Slt.,Map Search Sh Product Approval USER: Public User e ED Product dr-Application Search AmAcation1is -�-ApplicationW.011 .-RECEIV FL # FL1654-R22, l�Ay6 10A Application TY06 Revision Codie Version 2017rlitting Department Application Status, Approved- St. Lucie COUrity L Comments ST-;2 r,04-1-- Archived ST. LUCIE COUNTY BUILDING DIVIS N REVIEWED FOR COMPLIA Product Miirtufa6turer PPILYGLASS USA REVIE Y Address/Phone/Eirnall 150 Lyon Drive DATE DIV'S ON LL""" A u F '�p �W �O Y Fernley; NV 89408 P T PLANS AND MUST KEPT ON 30B 0 1 WILL BE M jr (5,70) 0- Ext 242 SITE OR NO INSPECTION CTION( r WILL BE MADE Authorized Signature James, -Akins .Jakins@.pdlyglass.com Technical: Representative Maury.'Alpert Address/Phone/Email 1111 W; Newport.Center Drive Deeffield'Beach, FL 33442 (912) 429w86,1`0 MAlpPrt@polyd1ass..c0rn quallty, Assurance Representative Arle-FLendee AddiressiPhone/Ernall 1111 W. Neft*oft Ceht&,DrNiie beerkidBeach, FL 13442 THESE PLANS AND ALL PROPOSED WORK (s54) 233-1236 ' ARE SUBJECT TO ANY CORRECTIONS ALender@polyglass.com. REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO Category- goofing COMPLY WITH ALL APPLICABLE CODES. Subcategory Modified * tuMen.R.0of SVstem Compliance Method I Evaluation Report from a Florida Pegl9tered Architect or a Licensed Florida Professiona ' I Engineer Eyaljjatlon:Repolt - Hardcopy Received Fiorlda Erigineef of Architect Ni3rfi6 who developed the Rdberrt"Nieminen Evaluation Report Florida License PE-50166 QUaljtyA,ssurqnce Entity ULUC: :Quality Assurance Contract Exp!rotl Date 10/66/20 0 Validated By John W. Knezevich, PE; Validation Checklist Ha-rdcopy Received' Certificate of Independence, Referenced Stiandard and, I Year,(.o.f Standard) CONCEALED FAGTEN2R^0 OR f JT ACH MENT G ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD FILE COPY... FL11554 R22 C01 2017 01 COI Niernlrien,nd Year ASTM D6162 2008, ASTM P6163 2008: ASTM D6164 2011 ASTM'D6222 2011 AST14 D6569 2009 FM 4470 20i2 FM 4474 2011 2012 UL 1897 Equivalence of Product:Standards Certified' By l l Sections from the Code I I Product Approval. Method I Method 1 Option 0 Date Submitted i 09/14/2017 Date Validated 09/15/2017 Date Pending: FBGAPproval ; 69/22/2017 Date Approved I I 12/12/2017 Summary of Products FL # Model, Number orName Description 1654.1 06iygiass,,SBS.an4 APP Modified SBS and ARP modified bitumen roof systems Bitumen Roof.$ystems Limits of Use Installation Instructions Approved -for use in HVHZ: No I Approved for use outside HVHZ:. Yes fL1654 R22 'II 2017 09 FINAL Al ER POLYGLASS MODBIT F 11 654_ R22 f Impact Resistant: N/A I Verified By: Robert Nieminen PE-59166 Design Pressure +N/A/-62.2.5 Other: 1.) The design pressure In. this. application Created by Independent Third Party: Yes Evaluation Reports relates to one particular assembly over concrete deck. Refer to the ER Appendix for ot�' ersystems and FL1654 R22 AE 2017' 09 FINAL ER' `POLYGLASG Mn_nalT FI 1.AS4-, deck types. 2.) Refer to ER, Section for other Limits of Use. Created by: Independent, Third Party: Yes AncFt Next Contact Us;n..2601Rlalir Slone Road Tallahassee ri 32399 Phone: 850-487-1824 The State of Florida Is an-AA/EEO emplloyer;.CoDyrlaht 2007-2013State of Florida, i s Privacv'Statement Accessibility Statement.:: Refund Statement Under. Florida law; email addresses are pubs records. If,you do not wanGyour a -mall address released in responseto a public-rocoids request, do.not send electronic mail to this entity. Instead; contact the'dffice by phone or toy traditional mall. Myou have any_ questlons, please contact 850.487.1395. •Pursuant to'Section 455.275(1) Florida, Statutes, effective October 1, 2012, licensees.licens4under chapter 455 Fs. must.provlde the Department with an email -address If:they have one The enialis provided may be used for official communication with the licensee. Howeveeemail'addresees are-oublic recdrd..If you do notwish'to supply,a personal, address; please provide the-DepartmenC with an email address Wilch can bS made available:to.the public To determine if you are a Ilcensewunder Chapter 455, F.S.;, please dick here . Product Approval Accepts:' ®. 1 19 ®. I - - ` CiE{�It Ci�fCf. �i� Q0 FTRINN7Y IA, Wood -New or Reroof (Tear=Off) _ A-1 Bonded Insulation, Bonded Roof :Cover _ . _ _.. 5 1B-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) orRecover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 10-11; 1C.. _ . _ Wood . New, Reroof (Tear -off) or Recover B Me& 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, Meth. Attached Base Sheet,. Bonded Roof Cover 14-1S SF-1 Wood Newor Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails); Bonded Roof Cover 16-18 SF-2 Wood New, Reroof (Tear-Cff)-or Recover E Non -Insulated, Me& Attached, Base'Sheet (screws & plates), Bonded'Roof Cover 19-21 iG Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 21 2A Steel or structural concrete New, Reroof (Tear -Off) or Recover B Mech, Attached Base Insulation, Bonded Top•Insulation, Bonded Roof Covef- _ 22-24 3B Steel or Structural concrete, New; Reroof:(TearvOff) or Recover C Meth: Attached Insulation; Ronde&Roof Cover 25-28, 2C Steel or Structural concrete New; Reroof (Tear -Off) or Recover D Prelim. Attached_Insulation, Mech. Attached Base Sheet, Sonded'Roof Cover 29-31 3A Structural concrete Newor Reroof(Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 32-40 3& Structural concrete; New or Reroof(tear-Off) F, Non -Insulated, Bonded Roof Cover 40 4A LWIC New Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 41-42 4B LWIC New Reroof (Tear -Off) A-2 Mech,, Attached Anchor, Sheet, Bonded.lnsulation, Bonded RoofCover -. 43 4G LWIC New Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base�Sheet, Bonded. Roof Cover 44-46 SA CWF Now Reroof (Tear -Off) A-1 Bonded Insulation, Bonded RoofCover 47 SB CWF New,.Reroof (Tear -Off) or Recover A-2 Me& Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 48 SC CWF New; Reroof (Tear -Off) orAecover B Mech..Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 49. 50 CWF _ New, Reroof (Tear -Off), or Recover C Mech; Attached Insulation,; Bonded Roof Cover 49, SE CWF _---New,-Reroof_(Tear-Off) or Recover f Non -Insulated, Mech. Attached Base.Sheet, Bonded Roof Cover 49 6A Gypsum Reroof (Tear-Off)--A417-- —Bonded-Insulation, Insulation, Bonded'Roof'Cover 50=52 6B Gypsum Reroof (Tear-Off).or Recover A-Z Mech. Attached Anchor Shet, eBond4insulation, Bonded _Roof Cover 52 / 6C Gypsum Reroof (Tear -off) or Recover C Mech. Attached Insulation, BondedRoof Cover 53 61) Gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech: Attached BaseSheet, Bonded Roof Cover . _ _53 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 54-58' 76 Various Recover' F Non;insulated, Bonded Base. Sheet,, Bonded Roof Cover 58 The following notes applyto the systems outlined.herein: 1. 'The roof system evaluation herein.pertains to above-deckrroof 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 roofdeck shall be documented through proper codified and/or FBC Approval documentation. 2- Insulation / base sheet:fasteners shall be of sufficient length'forthe following deck engagement: .Ts Wood: Minimum 0:75-inch-penetration. Steel: Minimum 0:754ch penetration' and engage the top flute ofthe steel deck. ➢ Structural concrete: Minimum l4ricli enibedment into pilothole in accordance with fastener manufacturer's,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 Oh requirements ofF.A.C, Rule 61G20-3 and is documented as meeting FBC 1505.1 and, forfoam-plastic, FBC.Chapter 26,-when installed with the roof cover, Exterior Research and Design, LLC. d/b/aTrinity I ERD Evaluation'Report P9290:02:08-R20 for FL1654-R22 - Certificate of Authorization #9503 6TM EDITION (2017) FBC NON=HVHZ'EVALUATION Revisiam20: 09/12/2017 Prepared by: RobertNieminen, PE-59166 Polyglass Modified Bitumen Roof Systemsj (570)384-1230 Appendix 1, Pagel of 58 �l F RINITY I ERD 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 engagethe structural steel or concrete deck. The structural deck -shall be of equal or.greater configuration to the steel and concrete -deck.listings. Roof decks and, structural -members shall be in accordance with FBC requirements to the satisfaction of -the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval -documentation. 5. Preliminary insulation attachment forSystem'Type.D: Unless otherwise noted, refer to Section 2.2:10.13 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 atthe time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions.. D Hof asphalt (HA): full coverage at,25-30 lbs/square. D Dow INSTASTIK' ik Set Insulation Adhesive (D-IS): Continuous 0'.75 to 1-inch wide ribbons,12-inch o.c. D Millennium One Step Foamable:Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o:c. D Millennium PG-1 Pump. Grade Adhesive (M-PG1): Continuous 0.25 to 0.5-inch wide ribbons,12-inch P.c. D OMG OlyBond-500 (08500): Continuous 0.75 to 1-inch wide ribbons, 12'-inch o.c. (Pacecart or SpotShot). Note: OlyBond Green maybe used where 000nd 500 is referenced. D OlyBond Classic (OB Classic): Full coverage at1-gal/square. D ICP Adhesive & Sealants CR-20: Continuous 2,5-3.5-inch wide ribbons, 12-inch o.c. D Note: When multiple layers(s) of insulation and/arcoverboard are installed In ribbon -applied adhesive, board joints shallbe staggered. D Note- The.maximum edge distance from the adhesive ribbon to the edge of the insulation board,sholibe not less than one-half the,specifed ribbons spacing. Uniess otherWise'noted,,all insulations are flat -stock or taper board of the minimum:thickness noted. Tapered polyisocyanurate atthefollowing thickness limitations maybe substituted with the following Maximum Design -Pressure (MOP) 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 maybe used -as a drop -in for the equivalentthicker material listed in the table: D Millennium One Step foamable.Adhesi4e (M-OSFA): MDP -157.5 psf ,(Min. 0:5-inch thick) D Millennium PG-1 Pump Grade Adhesive.(M-PG1): MDP -157.5 psf (Min. 0.5-inch thick) D OMG-6lyBond 506 (OB50o): MDP -45.0 psf (Min. 0:5-inch thick Multi -Max FA-3) D OMG'OlyBond 506 (66500): MDP -197.8 psf (Min. 0.5-inch thick ISO 95+GL) T; OMG OlyBond 500 (013500): MDP .315.0 psf (Min. 0.546th thick ENRGY 3)` 6MG OlyBond 500 (08500): MOP 487.5 psi (Min. 0;5-inch thick ACFoam Ili D :ICP Adhesives & Sealants CR-20: MDP -117.5 psf' .(Min.1.0-Inch thick) B. Bonded polyisocyanurate insulatiorrboardsshall be -maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded Insulation, .the `maximum design pressure -for -the selected assembly, shall meetor exceed the Zone 1 design pressure: determined in accordance with FBC Chapter 16;.and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to -resist -the -elevated pressure criteria. Commonly used methods are :ANSI/SPRI WD1,.FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing ApplicationStandard RAS 137: ;Assemblies marked with an asterisk' carry the: limitations set forth in Section 2.2.30:1 of FM Loss Prevention Data.Sheet1-29 (January 2016) for Zone 2/3 enhancements: 10. For fully bonded asse.mblies;:the maximum design pressure forthe,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 :re.quirement . for the system. Testing and analysis shall be in accordance. with ANSI/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 exiisting 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 testingan 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 fora recover application. 14. Lightweight Insulating Concrete.(LWC) shall be.castin accordance "wit .h 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. forsystems wherespedfic LWC is'-not:referenced,.the' minimum: design -mix shall be300 psi: in all cases, the minimum topcoat thickness i_s.2-inches. For LWC over structural concrete, reference. is made to.FBC5ection,1917.4.1, Point1. Exterior Research and Design,.LLC, d/b/a,Trinityl ERD Evaluation Report. P9290.02.08=R26 for FL3654-1122 Certificate of Authorization #9S03 6 "EDITION (2017)'FBC NON=HVHZEVALUATION Revision 20: 09/12/2o17 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof systems; '(570) AW1230 Appendix 1, Page 2 of 58 TWNII7I`ERD 15. Unless otherwise noted, refer -to the following references for bonded base, ply or cap sheet applications. Patv[�ss_Roon'�yCZERs Reference, Layer Material Application BP -AA Base, Ply _ One or more: lies Polyglass G2 Base, RC Approved ASTM D4601, Type II (Base and Ply sfieets; Asphalt- Ply One or more plies Polyglass Ply IV, Polyg►ass Ply VI, FBC Approved ASTM D2178, Type IV or VI Rot Asphalt at 20-40 Applied) p Note: As halt applied sheets or insulation"shall not be applied to pp poly film surfaced membranes: Ibs/square Base Ply One ply Elastobase (sand/sand); ElastoflexV, Elastoflex S6,.Elastoflex-S6 Type.11, Polyglass;HT Base 650 SBS:GA1 PG350 at'1:5-2.0 gal/square Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type If, Elastoflex % G, Elastofiex•S6: G FR, Elastoshield TS.G, Elastosh)eld 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.T pe II SBS-CA2 Elastoflex VG, Elastoflex VG FR, Elastoflex $6, Elastoflex S6 Type II, Elastoflex S6 G,-Elastoflex.S6 G FIR, Elastoshield TS,G, Elastoshield Polyplus 35 at 1.5.2.0 Cap Ply TS-G FR; Polyfresko G SBS (sand -backed); Polyfresko'G SBS FR (sand -backed), gal/square Base Ply or Ply One'or. more plies Elastobase (sand/sand;or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V; Elastoflex56, Elastoflex S6-Type II, Polyglass HT Base 650. SBS-AA Hot Asphalt at.20-40 (SBS,-Asphalt>Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflek VG FR;-Elastoflexx S6, Elastoflex S6'Type 1, Elastoflex S6 G, Elastoflex'S6 G FR, Elastoshield TS-G, ibs/"square _ - - Elastoshield.TS G.FR,,Polyfresko G SB5_(sarid=backed), Polyfresko G SBS.FR (sand backed) Note:. :Asphalt-opplled sheets or, Insulation shall not be applied 'to poly -film surfaced membranes. Base Ply or Ply One ormore plies Elastobase,(sand/poly); Elastobase:(poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polygiass HT Base SBS-TA 650 (SBS; Torch -Applied) Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex Sfi G FR, Elastoshield'TS-G, Torch Applied Cap Ply Elastoshield TS-G FR, Polyfiesko GSBS`(poly-film backed), Polyfr6sko G SBS FX(poly-film backed) Base Ply One or more plies Elastoflex SA V Base, Elastoflex SA:VFR Base; ElastoflexSA V Plus, Elastoflex SA V _Plus FR SBS-SA Cap Ply Elastoflex SA P, Elastoflex, SA P.FR, Polyreflect Self -Adhering (SBS,SeIf.-Adhering) Note: Unless otherwise noted, permissible�membranesubstratesrorSBS-SA'orelimited:totheSBS-SABase-Ply options herein, Elastobase (poly/sand) of Elastobase (poly/poly). APP-CAl - _ Cap Ply Polyflex G FR 15G350 at 1:S-Z o gal/square APP-TA Base PIV-or Ply_ _One or more. plies Polyglass APP Base,.Polyflex, Polybond (APP, Torch -Applied), Cap Ply PolyflOrPolyflex G, Polyflex"G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR Torch -Applied APP-SA Up Ply Polyflex SA P, Polyflex SAP FR, Polyfresko G SA; Polykooi (APP, Self -Adhering) Note Unless otherwise noted, permissible membrone_substrates forAPP-SA are limited to the SSS-SA Base Pty,"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. ➢ P6200'Non Fibered Roof Coating; PG300 Fibered"Roof Coating; PG606 Non-Fibered Aluminum'Roof Coating; PG650 Fibered Aluminum Roof Coating; D PG700 High Quality Elastomeric Roof Coating or KM Acryl 25; ➢ 0G700C45 (Quick Set) High Quality Elastomeric Roof Coating or KM Acryl 2S-QS (forgranule<surfaced APP or US only); D PG800 Asphalt EmulsionRoof Coatfng; D Polyplus 60 Premium'Non-Fibered Aluminum Roof Coating; ➢ Polyplus 55 Premium Fibered Aluminum Roof Coating; D Polybrite 70 Premium Grade'Elastomeric Roof Coating or KM Acryl 15; D Polybrite 70Q5 (Quick Set) Premium Grade' Elastomeric Roof Coating or,KM Acro 15415 (forgranule-surfaced APP or SBS only); D Polybrite 90 High Solids6illcorie Roof Coating or Polybrite 95 Silicone Roof Coating. ExteriorRe.searth and Design, LLC. d/b/a trinity I ERb Evaluation Report P9290.02.08-10120 for FL1654-RZZ Certificate of Authorization f19503 6TM EDITION (2017) FBCNON-HVHZ EVALUATION Revision 20 09/12/2017 Prepared by: Robert Nietiinen,:PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384.1230 Appendix 1, Page 3 of 58 QI RINI'IYIERD 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, structu ral concrete deck followed by adheredinsulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MOP- listings below vs.. those in Table 3A applies: Option tf: Primer Vapor Barrier Insulation Adhesive MDP (psf) Type Attach V134. 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: 45.0 VB-3';. PG100 Elastoflex:SAP .Self -Adhering Insta-Stik,.12-inch o.c. -75.0 VB-4:. P13100 Elastoflex. SA P Self -Adhering Millennium One Step Foamable Adhesive,12;4nch;Mc. 457.5 VB-S. PG100 Elastoflex SA P Self -Adhering: CR=20,12-inch o.c. -276.0 VB-5: PG100 Elastoflex SA V Base; Elastoflex SA V FR Base; Elastoflex SA V Plus, •Elastoflex SA`V Plus'FR Self -Adhering Millennium One Step F.oamable Adhesive, Millennium 06•1 Pump"Grade 'Adhesive, OlyBond:500 or CR-26, i3-inch o.c. -290.0 �19. "MDP" = Maximum Design Pressure is,the.result of testingfor windload.resistance.based. on -allowable wind loads: Referto FBC 1609 for determination of design wind loads. Exterior -Research and Design, LLt:. d/b/a Trinity) ERD Certificatemf Authorization #9503 Prepared by: Robert Nieminen; PE-59166 e EDITION (2017)iFBC NON•HVHZ EVALUATION Polyglass Modified ;Bitumen Roof Systems, (570).384-1230 Evaluation Report P9290.02:08-1120 for 01.1654-02 Revision 20; 09/12/2017 Appendix 1, Page 4 of 58 4 r, aaaiT- - -ra e I ^M TVP ( � f !,�; " rr6u eAs � (sta r , epNia n so �• C 3 sheet Roof Cover (Note 15) 'MOP No. DeckBase Type Fasten Attach Base Ply Cap (Psf) y,,�, .NO - ..% t. W-136 MIh..19/32-- Elastobase; Elastobase P. Dekfast Hex (aka, DekfastPLT-H-2-7/8) with Dekfast #14 12-inch o e. in 4-inch lapand 12-inch ox. In two SBSSA SBS-SA APP-SA SBS- =52:5' inch plywood (poly -film top) orTrufast 3' Metal Insulation Plate with Trufast HD (2), equally spaced,staggered center rows, TA, APR -TA W-137 Min.19/32- Elastobase; Elastobase P ;op) Oekfast Hex (aka;.DekfastPLT H42-7/8) with;Dekfast #14 124nch ox. in 4-inch lap and 12-inch o.c. in two Polyflex SA Base APP TA -52:5! inch plywood (Pof -flm or Trufast 3' Metal insulation Plate:with Trufast HD (1),equally spaced, staggered center rows. W-138 Mfn.19/32- Elastobase; Elastobase. P with Roofgrip #12 12-Inch o& in 44rith lap and 12-Inch o.c. in two SBS-SA SBS-SA, APP:SA, SBS= .60.0 Inch plywood (poly-film,top) .(square) (2);"equaIIy spaced, staggered center rows TA, APP=TA . W-139 Nlin._39/32-_ Elastobase, Elastohase P 110MG Flat:eottorn Plates (square) with Roofgrip #1Z UAnch ox: in 4-inch lap and 12-inch o.c in two '(2), Polyflex SA Base APP-TA ?60.0" inch plywood (poly -film top) equally spaced, staggered center rows V9 ft System Deck,(Note 1) Primer Roof Cover (Note 15) "' IVIDP(psf) Joint Treatment Base PIy Ply Cap'Ply No. W-140 Min. 15/32- None None SBS-SA (optional) SBS-SA, SAS- SBS-$A, APP=SA, SBS- _90 0 inch plywood TA, APP-TA TA, ARP -TA W-141 Min 15/32= (Optional) P_G100 None — -- — — - — - Polyflex SA Base - (Optional) APP--TA APP-TA -90.0 - inch plywood W-142 Min. 15/32- PG100 Nana SBS=SA (OPtional) SBS-SA, SBS- SBS-SA, APP-SA, SBS 97.5 inch plywood, TA, APP-TA TA, APP-TA W-143 lV.in; 15/32- (Optional) PG100 Plywood Joints are coveredwith 4-inch wide strips of Elasfoflex 5A V Plus, rolled.into Elastoflex SA V Base or (Optional) SB.S-SA; 585- 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 W-144 M in, 15/32= WB;3000 None 505-5A (Optional) 585,-SA,APP-SASS- •165.0 inch plywood TA, APP-TA W=145 Min. 15/32- (optional) PG100 Ply wood joints are covered with 4=inch wide stripss of Elastoflex SA V Plus,,rblled•into' Elastoflex SA V Plus or (Optional) SBS-SA; SBS= SBS-SA, APP-SA, SBS= inch plywood place to;createcontinuous`bond, Elastoflex SAVPlus FR TA, APP-TA TA, APPTA W=146 :Min. 15/32- (Optional) PG100 Plywood joints arecovered with 4-inch wide strips of Elastoflex'SA V Plus, rolled into P6lyflexSA Base (Optional) APP-TA APP-TA -135.0 inch plywood_ place.to create continuous bond, Exterior Research and design, UC. d/b/a Trinity) ERD Certficate of Authorization #9503 Prepared by: Robert Nieminen, PE=59166' eLEOITION (2017) FBGNON=HVHZ-EVALUATION Polygla"ss Modified Bitumen Roof Systems; (570) 394-1230 Evaluation. Report P9290:02.08=R20,forA1654-RZ2 Revision 20:09/12/2017 Append-ot 1, Page21 of 58 V_