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HomeMy WebLinkAboutPRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEMRECEIVE_(; 5 2017 File Copy r act YSKIj��iI D r MIS Maine Log In. User Registration: Hot -rao s submit Surcharge Slats 5 Fags. Publications FBC staff BCIS Site Map Links Search" d- or Product �ppro„al CONCEALED FASTENEt� OR ATTACHMENT ARE THE R�EASPONQS`II,BILRIT+�Y OFTHE FLI#t Ar xova_I titenu > Product ur 422h jt+on 5rarctr >'ADnlfeaPon ust se ApplkpNa'pbat d COH�TRAOTOR CAI RECORD # Application Type R2vlsion Code: Verslon 2014 Application!Status ApprovedE KESE PLANS AND ALL PI:3OPOSED WORK L SUBJECT TO ANY CORRECTIONS Comments t R Archived REQUIRED BY !s'�d FIELD INSPECTORS TIKAT Product Manufacturer POLYGIASS USA •f SE•NKESOARYi IN.ORDER TO :.:: �:CII���Y.t�`iy� R L"`hyPPLICAUL CODES. Address/Phone/Email iSOlyoh'DriQe -" �•' t ••• Ferniey, NV 894G8 ('570) 384.1230 Ext242 jakins@oblyg!6ss.com Authorized Signature S% ETCE COTTINT TY B L7 T-NTC 1—MVISION 9 James Akins jakinsOpoiygiass:tom,PFr�'I E1ZD FOR 'd11PLIh' NCE rLvrt•�. �•1' � , Technical. Representative Steve Wadding_ DATE -•+l ��! Address/Phone/Email 150 Lyon Drive PLAINS AND PERNUIT MUST RE KEPT ON JO5 Fernley, Nv-984o8 OR NTO LNSPEMON WML BE, Y-ALDE, (602)' 363=7139 ttevew@polyglass.com Quality Assurance Representative James Akins Address/P.hone/Email 555"Oakridge Road, Humboldt Industrial Pkwy Hazleton, PA 18201 (800) 894=4563; jakins@polyglass.com Category Roofing Subcategory M ifiellieltulnen Ro� of Sys(em Compliance, Method Evaluation Report from a Florida Registered Architect or a .Licensed_ Florida •Professlonal Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the, Evaluation Report Florida.License PE=59166. Quality Assurance Entity UL LLC Quality Assurance Contract Expiration. Date 10/0612018 Validated By John-W. Knetevich„ PE " Validation'Checklist-:Hardcopy Received Certificate of Independence EUE5 R20 COi Zqt 701 C01 Nieminen i2d Referenced. Standard and Year (of Standard): Ism ASTM,Dfi162: 2000 ASTM 0,6163 20do ASTM D6164 2005 ASTM,D6222 2608 ASTM D6509 2009 FM 4470, 1992 FM 4474 200.4 UL 18§7 2a08 Equivalence of Product Standards. :Certified By Sections from the Code Product ApprovalMethod Method 1 Option D. Date Submitted 02/15/2017 Date Validated 02%16/2017 Date Pending MC -Approval 02/18%2017 •Date Approved 04/04/2017 R:# ,Madel;Number orWame `Description �-_ _.._ 654:x Pol lass 58 xg a`g§ndP odi ed FSBS and^A P'modifiedit�ltt]mer� raofaSYseros? „�a' i. Bi m�" en Roof Systems Umits of Use I119t811ation.Instru0ions Approved for use in HVHZ No ElR2Q f R20. if 2017 02 FINAL Al FR POt.YGLASS FL�6r-fi- MOOBIT f Approved for use dUtslde HVHZ: Yes. Impact Reeisbnt N/A, VeOned BY: Robert NieminenPE 59166 Design Pressuro +N/A/-622.5 Created tsy' independent Thi'r&Party:• Yes r. ' ? ftg1) The designs pressure ift this application Evaluation Reports i relates. to 6ne.particularassembly over Concrete fL1654 R 0 AE 20 n� FINAL " R PQLYGLA55 MODBIT F11654 deck. Refer to the ER Appendix for other systems and r g20 ndf deck types.. 2.) .Refer to: ER; Section ,5. for other L'Imits. Created by Iridepe'Ment Third .Party Yes; of Use, t Ontact Us.:, 2601`tliair Stone Rti^d Tagafiae ^ti+'F1 Vj§§ pb-.; �850-467-3824 The State of Fronde is an�AAJEP erfi&yer. cenvOd M0 —'2dj3 State f Florida -"" ._:' PiiyaCV Stghg�m, r�r.;; AaesslMfttv5t r am •; ge(undr5ta[ernent lJnder Flonda taw;,emall addresses are.publlCrocords,l! you do ;not WaMyour rmatt address released tit;n?sponsBta•a-publirrccords.mgyest do -not Send electrorilc maiito this entity instead, wntod the; orrice bk phone or bit traditional. mall:. It you Have any. questions, please contacYt350.489 1395., �Pursuant'to Sadion. 4 5.275(1) Ror3da Statuits;:eifet31 o-ober 1, 201Z, Ikce lsees.IlcenseC titjdCr'Ctulpter455; F•5. must provrde.the Department wrtfi an ematt address if U cy have one .Tt a ettieFl5 provided may he used for MJtcial cummunlwtan ;with:the_Iicensee ttowei rs small egCresserare public.retord if Ynu;do` not c9sti to supply a persu+tal address, please provide tltlt Department with on:email addrefs vrtJtti tan be matle ayaitable to the pu6Gc. To determine If you are -a ttcensee ands Chapter r '45.� FiS,: Glr=ase;dtttc;tterc'• . Prwluct Appwuat Acc*ptrtr hik-j Credit Card Safe TRiNITY? ERD APs!E�al)I%1 ATTACHMENT'REQUIREMENTSFDRWINDUPUFtRESISTANCE + � - _ - - Table _ Deck Application Type Description, Page lA 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 AnchorSheet,'Bonded Insulation, Bonded Roof Cover S=9 1B-2 Wood New,'Reroof (Tear-Off)or Recover A-2 Mech. Attached Mich& Sheet,.Bonded Insulation; Bonded,Roof Cover A,6-11 SC, Wood New, Reroof (Tear -Off) or Recover 8 Mech. Attached Base insulation; Bonded Top Insulation, Bonded Roof Cover 12 10 Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 13-14 SE Wood New, Reroof (Tear-Off)or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 15-16 1F-1 Wood _ _ New or Reroof (Tear-Off) E Non -insulated, Mech. Attached: Base Sheet'(nails),'Bonded Roof'Covee 17-19 1F-2 Wood New, Reroof (Tear -Off) or Recover E Non -insulated, Mech; Attached' Base'Sheet (screws & plates), Bonded Roof Cover 20-22 1G Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 22 2A Steel or Structural concrete New, Reroof'(Tear-Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover. 23-26 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C: Mech. Attached Insulation, Bonded Roof Cover 27-29 2C Steel or -Structural concrete New, Reroof (Tear --Off) or.Recover D Prelim. Attached Insulation; Mech. Attached Base Sheet, Bonded Roof Cover 30-31 3A Structural concrete. New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 32-38 3B Structural concrete' New or Reroof (Tear -Off) „ F Non=Insulated, Bonded Roof Cover' '39 4A LWIC New or Reroof (Tear -Off); A-1 Bonded Insulation,. Bonded Roof Cover 39-40 46 LWIC New or.Reroof (Tear -Off) A-2 Mech..Attached AnchorSheet,.Bonded Insulation, Bonded Roof Cover 41 4C LWIC New or Reroof (Tear -Off) _ E 'Non -Insulated, Mech. Attached'Base Sheet, Bonded Roof Cover 42-44 SA CWF New or Reroof (Tear -Off) A-1 Bonded insulation, Bonded.Roof Cover 45 5B CWF New, Reroof (Tear -Off) or Recover A-2 'Mech..Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover' 46 Sc CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top insulation, Bonded Roof Cover 47 5D CWF New; Reroof (Tear -Off) or Recover _ C Mech..Attached.Insulation, Bonded Roof Cover - 47 SE CWF. New, Reroof (Tear -Off) or Recover E Non -Insulated Meih. Attached Base Sheet, Bonded Roof Cover 47 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 48-50 6B _ Gypsum Reroof,(Tear-pff) or Recover A3 Mech..Attached Anchor Sheet, Bonded lhsulation, Bonded Roof Cover 5o 6C Gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation; Bonded Roof Cover 51 61) Gypsum Reroof (Tear-Ciff) or Recover E Non -Insulated, Mech.:Attached Base Sheet, Bonded Roof,Cover Si 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 52-55 76 Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 55 The followine.notes aooiv to the systems outlined herein: 1. The roof -system evaluation herein pertains to, aboveAeck roof components. Roof decks and structural members shall bein accordance With FBC requirements to the satisfaction -of the Authority Having Jurisdiction: Load resistance ofthe 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 manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood flb'erboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the CIA requirements of F.A.C. Rule.61GW-3 and is documented as meeting FBC 1505.1 and, for foam plastic; FBC Chapter 26, when installed with the roof cover: Exterior Research Arid Design, I.I.C. d/b/a Trinity ) ERD Evaluation Report P9290.02.08-R18 for FL1654-R20 Certificate of Authorization k9503 FBC NON-HVHZ EVALUATION Revision 18- 02/15/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass.USA, Inc.; (570) 394e1230 Appendix 1, Page 1 of 55 _\J" TRINITYIER® Minimum 200 psi, minimum 2-inch-.thick lightweight insulating concretemay 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 theIWIC to engage the structural steel or concrete.deck. The structurai deck shall be of equal or•greaterconfiguration 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 propercodiffed: and/or FBC Approval documentation: Unless otherwise noted, insulation adhesive applicatiowrates are as follows. Ribbon or bead width is at the time of application; the ribb'ons/beads shall expand as noted in manufacturer's published instructions. ➢ Hot asphalt (HA): Full coverage at 25-56 Ibs/square: D Dow Insta-Stik Roofing -Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. D Millennium One Step Foamable,Adhesive (M=OSFA): Continuous 0.15 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 ribbonsi 12-inch o,c. D OMG OlyBond 500 (OB500)c Continuous 0,75 to 1-Inch wide ribbons; 12-inch o.c. (PaceCart or.SpotShot).:Note OlyBond Greenmay be -used where 01yBond 500 is -referenced. > OlyBond Classic (OB Classic):- Full coverage at 1 gal/square. D 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 coverltoard are installed in ribbon-6pplled o"dhesive, 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 speciftd ribbons spacing. Unless otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate atthe 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 inthe 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, 0.54nch thick) > Millennium PG-1 Pump Grade -Adhesive (MrP.G3): MDP -157.5 psf (Min. 0.5-inch thick) • OMG OlyBond 500 (06500): MDP -45.0 psf (Min: 0.5-inch thick Multi -Max FA-3) ➢ OMG OlyBond 500 (OB500): MDP 4875 psf (Min. 0.5-inch thick ISO 95+ GL) ➢ OMG Olybond 500 (OBS00):: MDP =315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OMG.OIyBond 500 (06500): MDP -4875 psf (Min. 0.5-inch thick ACFoam It). D iCP Adhesives & Sealants-CR-20: 'MDP -117.5 psf (Min.1.04nch thick) 7. Bonded.polyisocyanurate insulation boards shall be maximum 4 x 4 ft: 8. For mechanically attached components:or partially bonded insulation, the maximum design pressure for the selected,assenibly shall meet or exceed the Zone 1 design pressure determined in'accordance with FBC Chapter 16; and -Zones 2 and 3 shall employan'attachment density, designed by:a-qualified design professional to resist the elevated pressure criteria. Commonly used methods are,-ANSI/SPRI WD-1,'FM Loss Prevention Data Sheet 3-29, RAS 117, and RAS 117: Assemblies marked with an asterisk' carry the limitations set forth in Section-2.2.10.1 of FM 'Loss Prevention Data Sheet • 1-29 (January- 2016) for Zone 2/3 enhancements. 9, for fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical.design pressure determined in accordance with FBC Chapter16,.and no rational analysis is permitted: 10. 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:shali be in accordance with ANSI/SPRI FX-1 or TAS 105: 11. For existing substrates in a bonded.recoverinstallation, the existing roof system, shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system "shall be capable,of resistingproject design pressures on its own merit to the. satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SP.RI IA-1, ASTM E907,. FM Loss Prevention Data Sheet 1-52 or TAS 124. 12. For Recover Applications using System Type.D, the insulation is optional; however, the existing roof system shall be suitable for a,recover application. 13. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where'specific LWIC is referenced; refer to current LWIC Product Approval for specific deck construction and limitations: For systems where specific LWIC is,not referenced, the minimum design mix shall be'100 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior,Research and Design, U.C. d/b/q TrmItyl ERD Evaluation Report P9290.02.08-1118 for FL1654-R20 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision.18: 02/15/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass USA, Inc.; (570) 3841230 Appendix 1, Page 2 of 55 TRINITY ERD 14: Unless otherwise -noted, refer to the following 'references for.bonded base, -ply or cap sheet applications; s lt`POCYG C OAF • tnsS:R OVERS ,. Reference Layer Material .. , Application BP=AA Base Ply One or more'plies Polyglass G2 Base; FBC Approved'ASTM D4601, Type Il' (Base and Ply sheets, Asphalt= Hot•Asphalt at;20 40 PI One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC-App'roved ASTM D2178, Type IV or VI Applied - ) Note: Asphalt -applied sheets'or lnsulallon shall not be.dpplled to poly- fm surfaced membrones, - ,-- Ibs/square Base Ply One -ply Elastobase (sand/sand), Elastoflex V.,. Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base 650 SBS-CA1 - PG350'at 1.5 2.0 Ca PI Elastoflek:VG, Elastoflex VG FR, Elastoflex:S6, Elastoflex S6 Type 11, Elastoflex S6 GJ.1astoflex,S6 G FR, Elastoshield TS-G, Elastoshield P ' y TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G"SBS FR (sand -backed) gal/square 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 56 G, Elastoflex56 G FR, Elastoshield TS-G, Elastoshield Polyplus 35 at 1.5-2.0 . TS-G FR, Polyfresko G $BS (sand -backed), Polyfresko G SBS FR (sand backed) gal/square Base Ply or Ply One or more plies Elasiobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6,'Elastoflex _ SBS-AA S6 Type R, Polyglass HT Base 650 Ca P Ply Elastoflex V, Elastoflex VG;. Eiastoflex.VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, ElastoflexS6G FR, Elastoshield TS-G, ( Phalt= SBS, As A PPlied ) Hot Asphalt at 20 40 . ElastoshieldTS-G;FR, PolyfreskoOSBS(sand-backed), Polyfresko G'SBS:FR (sand -backed) - Ibs/square Note: Asphalt -applied sheets or Insulation shall not be applied to poly-fnhri surfaced membranes. Base Ply or Ply One or more plies Elastobase (sand/poly), Elastobase (poly/poly),'Elastoflex.V; Elastoflex S6, Elastoflex S6 Type 11, Polyglass HT Base '650 SBS-TA (SBS, Torch -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex 56 G; Elastoflex S6 G FR, Elastoshield TS-G, Torch -Applied Elastoshleld TS-G F _P_olyfresko_G-SBS.{poly-film backed),. Polyfresko G SBS FR (poly -film backed) Base Ply One or more plies €iastofleztSA_ -V,(8a'_s_e�, Elastoflek SA V FR Base, Elastoflex SA V Plus,.Elastoflex:SA V Plus FR SBS-SA Cap Ply ElastoflekSAP Elasmfe7,�SA P FR, Po yreflect '(SBS,-Self-Adhering) Self -Adhering Note: Unless otherwise noted, permissible:membmne substrpies jor 58S-5A' are limited to the 3B5 SA Base Ply options herein, Eldstobase (poiy/sdntl) or Elostobase (poly/poly).. " APP-CA1 Cap Ply PolyflexG FR' PG350 at 1.5-2.0 APP-TA Base Ply.or Ply One or morep)es Rolygiass APP Base, Polyflex, Polybond (APP, TorchrAppiied)' Torch -Applied Cap Ply Polyflex,{Po{yflL G, of ex G FR. Polybond; Polybond G, Polyfresko G,. Polyfresko G FR APP-SA Cap Ply P01 . ex A P; Po1y ex SA P FR,.Polyfresko G SA, Pol kool _ Note: Unless otherwise noted, permissible.rriembrane substrates jorAPP--SA are limited to the.SBS-SA Base Ply options herein, (APP, Self -Adhering) Self -Adhering Elastobase (poylsand) orElostobase (po)y/poly). 15. 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,Acryl25; ➢ PG7000S (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 60Premium Non-Fibered Aluminum Roof Coating; ➢ Polyplus 65 Premium Fibered Aluminum Roof Coating; ➢ Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15; Exterior Research and Design, LLC. d/b/a Trinity(_ERD Certificate of Authorization #9S03 FBC NON-HVHZ EVALUATION Prepared by; Robert NiemUS inen, PE-59166 Polyglass A, Inc., (S70),384=1230 Refer to current Roofing Materials Directory for 'fire -ratings Evaluation Report P9290.02.08-R18 for FL1654-R20 Revision-18:.02/15/2017 Appendix 1, Page 3 of55 `N TRINITY I ERD > Polybrite 70QS.(Quick Set) Premium Grade. Elastomeric Roof Coating.or.KM Acryl15-QS (for, granule -surfaced APP or SBS only); Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95.Silicone Roof Coating: 16. The following represent priming requirements for gypsum -based coverboards: D Dens Deck and Dens Deck Prime -shall be. field -primed with PG100 prior to self -adhering or Torch -applied membrane application: No priming:is required forhot-asphalt membrane applications: D SECUROCK Gypsum -Fiber Roof -Board does not require:field_priming for anymembrane application, 17. Vapor baffler options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The, lesser of the MDP iistings,below vs: thosean Table:3A applies: -..:� f,'. 43.'f:'5i r;V BAR(UEROPTIot$'STRUCtIJMLCONCRErEDECR ADHERm))NSUTATH)NP TABLE3Ae tz lllo:tr fi Y11;at fy o-a' it btnj t 'ir ; =r t Ff.y t }c r �: j5�M s € l dE'Y` _.Q .. .... ..... ....•.-... ....... _.. .. _... .,_. .;... •,.4, Option-0 Primer Vapor Barrier Insulation Adheshre .MOP (psi) Type Attach _ _ VB-1. PG100 ElastoflexSAV.Plus Self -Adhering Inta-StikorCR-20,12-incho.c. -60.0 VB-2. PG100 Polyglass APP Base Torch -applied Inta-Stik or CR-20, 12-inch o.c. -75.0 V6-3. PG100 . Elastoflex,SA P _ Self -Adhering Insta-Stik 127inch o.c. 7S.o VB-4. PG100 dastoflex SA P Seif-Adhering; Millennium:One StepFoamabfe.Adhesivej 24nch o,.c: -1575 VB-S. PG100 ElastofleR'SA P Self -Adhering C11-20,12-inch o.c. -270.0 VB 6, PG100 Elastoflex SA V Base Elastoflex SA V FR Base, ElastoflezSA.V Plus, Elastoflex SA V PIus,FR Self -Adhering Millennium One Step F.oamable Adhesive, Millennium PG-1,Pump'Grade Adhesive;, OlyBond,500 or QR-20,12-inch o.c. -290.0 18. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance -based on allowable wind Ioads:.Referto FBC 1609 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a Trinity iERD Certificate of Authorisation #9503 Prepared by: Robert Nieminen, PE-59166 FBC NON-HVHZ EVALUATH)N Polyglass USA, Inc.; (570) 384.1230 Evaluation Report P9290.02.08-1118 for F1.1654420 Revision 18: 02/15/2017 Appendix 1; Page of 55 TRINITY ,ERD i4:' WOOtDECKS RERCIOF (TEdri=OFFS oRR> covER:-, 3 1 , ,'� i; - l SYSTEMTYPEE, MCEN1N5UlATED,NfECHAIVICALLYA7TACDBl15QSHEEf(StREuts&PtATEs)rBONDEDRUOECOVEii jIVE1�VCONSTRUCT1i7N, .. , ..'. r r�'+ ,.,4 .. ..i.- ..., ..1 e{ t�'. :':- - E ,§t x. l� .. System Dec (Note 1) Base Sheet Roof Cover (Note 141, MDP MD Type Fasten Attach Base ply Cap No: SEIAq•[R►!{G19ASE RLY•„,...�=1.�,.1,t. T.F,.�. xq �{ ➢!{ _.::'. i.F4$ 5-:ebY 33Y-:{R {<; 1.:.Y iS 'n ,4 _..(.`i.�f J.. §$., arp=; $➢.�.. r�i. 616� ,. {'!. 4l. rtt� t; �. x t, k] ;.1; {l. , ,,'=-s-, ..,�, xa;i.�'ia _�'>- xa c(,�,, ,,{..�;, :�,, i a'sn i €" is.. ks W=I34 Min. 19/32= Elastobase, Elasto_ba_se'P OekfastA"with Dekfast,614 orTrufast3' Metal 12-inch o.c..in 4-inch lap and 12-inch o c. in two SBS-SA, APP SA SIBS- inch plywood (poly=fiiin:to p) Insulation Plate with TrufastHO (2), equally spaced; staggered,center rows SBS SA TA, APP-TA _52:5t W-135 Min.19/32- Elastobase, ElastobaseP Dekfast Hex with Dekfast414 or Trufast 3" Metal 12=inch o.c.:M144nch Np and 12-inch o.c in two inch plywood ,(poly;f ilm top) Insulation Plate with Trufast'HD (2), equally spaced„staggered center rows polyflexSA Base APP:TA 52.5' W-136'I- Min.19/32- 'Elastobase, Elastobase P OMGFlatBottomPlates{square)withRb6fgrip#12 12-inch o.c. in 4-ioch'lap arfd 12=inch o.c: in two 5B5-5A SBS:SA; -SA, SBS- �0.0' inch ,plywood (py-flit» toP): (2j;equally-spaced,' staggered center rows TA,APP-TA W 137 n. mch stotiase P OIWG Fiat Bottom Plates (square) with fioofgrip f112 two Polyflez SA Base APP=TA .60, plywood (Poly -,Alm top) (2), equailyspacetl staggered center -rows [...,{�,. .xt...+> x .,EaK. ♦�. .; ,�.,:, r .,.-...;• :. .. .. ,, r. -n. . ..a r; n :•� rt:-,...,.� .N.:, .». ,.'. *.�,-,.... _ir, •E ..5.,-r €344l �•35,. .t" ,i'. .. .,.4. _ } rr>i ,t. j �. 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System No: Deck (Note 10 Primer Roof Cover(Note34) MDP (psf) JointTreatment Base Ply Ply Cap Ply, W �- ' Min.15132-. plywood N one - None SBS-SA (Optional) SBS-SA„SBS- SBS-SA, APP.-SA, SBS- 90.0 i nch TA APP-TA FA, APP-TA W-13B Min.1S/32- inch plywood (Optionai)PG300 None PolyflexSAease (OptionaljAPP-TA APP-TA 90:0 W440 Min.15/32- P6160 None SBS=SA (OptionaQ SBS=SA, SB5 , .. SBSSA APP-SA SBS- inch plywood TA, APO -TA . _ TA;APP-TA W-141 inch p ywo {Optiorial)'PG100 Plywood joints.are covered with 4-inch wide strips of Elastoflex SA V Plus, roiled into Elastoflex SA V Base or ' (bptionai) 58S-5A sBS S85 SA APP-SA,:SBS- d place to create continuous bond: = Elastoflex.SA-V FR Base TA, APP4A TA APPrTA _g7.5 W442i Miii. 15/32= inch WB-3000 None SBS=SA' (Optional) SBS-SA,APP-SA 58S- ' 105.0 plywood JA, AP.P-TA 1N-143 Min; IQ12- (Optional).PG100 Plywood joints:are'covered with 4-inch wide strips of Elastoflex SAV Plus; rolled into Elastoflex M V Plus or (Optional)$BS-SA, SBS- 58S•SA, APP-SA, SBS-- inch plywood place to create continuous bond. Elastoflex SA V Plm.Fft TA APP=TA: TA, APP-TA -135.0 W 144 Min.15/32- (Optional)'Pta100 Plywood joints are covered with 4-inch wide strips of Elastoflex 5A':V'Plus, rolled into Polyflex SA.Base - (Optianal)APP-TA APP=TA -135.0 Inch plywood place Lo create continuous hood.. Exterior Research and Design, LLC. d/b/a'Trinity )ERD Evaluation Report P9290.02.08-RI8 for FL1654<1120 Certificate of Authorization #9563 FBCNON-HVHZ EVALUATION Revision 1$:;02/15/2017 Prepared W. Robert Nieminen,.PE=59166 Pclyglass USA, Ines,1570) W-1230 Appendix-1, Page22 of 55