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Home My WebLink AboutEVALUATION REPORT MODIFIED BITUMEN ROOF SYSTEMRECEIVE EXTERIOR RESEARCH &DESIGN, LLC . ?1 certificate of Authorization #9503 i NOV U 6 2017 3$3 Christian Street TR� ] �Pt Oxford, CT 06478 j I=Eh'"AITTIWG PHONE: (203) 262-9245 St. Lucie County, FL FAX: (203)-262-9243 EVALUATION.REPORT TRI-BUILT RoofingTroducts .-Evaluation Re-port.A4297MO.12-Ri 9050 Louisiana Street FL16027-111 Merrillyille,.IN 46410;- Date of Issuance:1 23/2012 Revision •1: 03/23/2015' 'S.EOPE' This, Evaluation, Report. is -issued under Rule ,611320-3. and theapplicable- rules -and regulations governing the u"se ,of• construction materia.is-in•fhe State of Fiorida::The.documentation submitted has'been.reviewed. by Robert`Nieminen, R.E. for use of the product under the Florida Building Code: The product described herein has been .evaluated-for:compliance=with 'the 5t1i Edition (2014)Florida Building Code sections noted herein. DESCRIlyn TRI=BUILT-Modifled Bitumenloof Systems' LABELING Labelingshail be in accordance with •the.-requirennents the Accredited Quality Assurance Agency noted herein:: CONTINUED-COM0uM1 E:'.This Evaluation .Report i5,,valid''until such time as the named product(s). changes; the -..referenced Quality, Assurance documentation.changes, or provisions of the Code that relate to the producf.change. Acceptance of this - Evaluation Repo.rt.bythe,named client constitutes` agreement to notify. Robert Nieminenj?.E. if the produ&thanges or the referenced. Quality. Assurance documentation changes.. Trinity) ERD requires, a complete review of thls••Evaluation Report relative to.updated Code requirenients.with,.each Code Cgcle.. ADVERTISEMENT The 'Evaluation •-Report -number preceded' by the words "Trin4,.f=ERD Evaluated may' =be .displayed in advertising literature. If any portion of.the Evaluation Report is displayed, fhen.i't shall. be done in its entirety: . INSPECTION: •Upon request, a copy of this entire .Eval_uation' Report shall be.provide'd-to the user. by the.'manufacturer or its distributors a>I�Iit Jai U laf�{ + r sp�f y I Ite ob site at the request of the, Building Official. l,U ��C�,{� HI I t� 5 J . q . g This Evaluation .ReRnt, rcURLs�AWEVY PIMP 1;�plusa 27-page Appendix. THESE PLANS AND ALL PROPOSED WORK Prepared -by: CONTRACTOR OF RECORD ARE SUBJECT TO ANY CORRECTIONS, REQUIRED BY FIELD INSPECTORS THAT �e •.� 4 MAY 13E NECESSARY IWORDER TO COMPLY WITH ALL APPLICABLE CODES, y 9r "ThefacsmRe seal appearing was, author¢edby Robert Nieminen . Roberti M NlemiPnen, E E e,� rr P.on03/73/201s, Tfiadoes not serveasanefectroniaAi,y igned; FlorldoRegistrotionNo 59166-Flo ridoDCAANE1983 t FS ^.Uat. document; Signed sealedhardmii have been trdnsmrttedtothe .. • JnnrerRP Product APProGi Adminisiratrinandtoihenameadient - CERTIFICATION'OVINDbENDENFEC 1. Exterior.Research.& Design, LLC. d/b/a Trinity I ERD.::does:.not-have, nor,does it,intend:,to acquire or will if. acquire •a:fihahcial Interest in any company man ifadurmg or distributing products' A evaluates. . 2_ :Extenor'Rese6rch• & Design LLC. ,d/b/a Trinity 11" ERD is riot owned,, operated or controlled' by any -company. -manufacturing or disE buting.products'•it:evaluates: 3. Robert Nieminen,. P E does not'have:nor•will acquire, a financial interestin any company manufacturing:or distributing,products for which the evaluation: reports are being issued. , 4. Robert Niemine.n P:E.'does not have, nor will acquire, a financial interest in any other entity involved .in the approval process'of the product.. 5. This•is a building code evaluation.. Neither TrinitylERD nor Robert'Nieminen, P.E-.are, in any way;:the-Designer:of Record -for any project on which this Evaluation Report. or previous.versions thereof, is/was .usecl for.: permitting or.design guidance unless retained specifically for that purpose WZ-d ST. LUCIE COLTNTY BL71I. n.Ll C T-1W!SION, !i� REVIEWED FOR COA LAN £, CTORCjJ RE'VIINYE - X CO19i� DATE�.. � �C'TOR :P'1� PLANSAND �'E!t.*vi1'� AitJS � $);. k{ri''d' t)N JOB OR NO N8PECTJ1Q_N NVJV613E MAP- �s " - .. TKINIiY �..ra p 1 r} ;dti :ia'i' �� '� �-'l'�`I S�'�Sr � ,.'6''�y" i•: t . .}": 1 tt.+r> �.3 R:��;.. �, 'k`: �f ;6 s � x%�t ix [ ;i� r r .Z �"U . {3�':� � �5.46+k3,�'�' ; . '$.: SY` 1p.�) ""i' �'a.. ?�. e') ) f :,. 3�...r.g,��.,. ,w F�.•:r., �.,. 5 3. 'tu ?.i•' �i.,, t �' [t`�'7ir` tt. 1L 'v f-. a :%.�.t�:�.>,", ;;i•.: xh.-L�,F3, ?...:.-'.z. Table_ Deck. _ Application:,. '. TYpe Description . Page 1A 1 Woad New orReroof {Tear Off) „• .- A 2 ;', , , . Mech`Atfached Anch6rSheet,:Bonded,litsulation •Bonded-Roof.Cover 1A 2 Wood:. , . , New; Reroof;(Tear-Off)-or. Recover A 2",;, , =Mech: Attached Anclor,Sheet :bonded.Insulatlon, Bonded Roof Cover-. 5 16. Wooii: ;; ,,.. New, R& of:(,f: i-OKbr Recover B . - Mech Attached BaselnWa'tiorl";Bonded iop Insulation, Bonded Roof Cover : 5 C Wood: -New, Reroof,.(Tear=Off) or Recover C , Mi!ch.�Attached Insulatlon Bonded Roof Cover 10Wood New Reroof(Tear=Off)' or -Recover :D Prelim Attached Insufatlon Mech Attached Base Sheet, Bonded Roof Cover 6 1Nood New c r Reroof (Tear -Off) E Non Insulated, Mech. Attached`Base Sheet, Bonded Roof Cover. 4� ' + `Y ` 1E 2 Wood 'New, ReroONTear-Off)''.or Recover E Non -Insulated Mech;;Attached Base Sheet Bonded Roof Cover 1F Wood', _-..; New or Reroof (Tear=Off) . ':;' F '. Non -Insulated, Bonded Roof Cover B: 2A -Steel orConc. " New Reroof (Tear;Off) oe Recover B Mech. Attached Base Insulatlon;. Bonded Top Insulation; Bonded Roof Cover 9 28 Steel or,conc. New, Reroof(Tear-Off) or Recover. C " Mech. Attached Insulatlon Bonded Roof Cover. 10 2C Steel or Conc., New, Reroof-(Tear-Off) or Recover' D :Prelim. Attached Insulation; Mech. Attached Base Sheet, Banded Roof Cover 11 3A-1 Concrete New or Reroof (Tear -Off) A-1 Bonded Insulatlon .Bonded Roof Cover 12-14 3A-2 Concrete New'orReroof (Tear -Off) A-1 Bonded Temporary Roof,.Bonded `Insulatlon, Bonded Roof Cover 15 3B Concrete New or Reroof,(.Tear-Off) F Non -Insulated, Bonded Roof Cover., 15 4A •LWIC New or Reroof (Tear Off) A-1 Bonded Insulation, Bonded Roof Cover- 16-17 _. 4.B -LWIC New or Reroof (Tear -Off). 4-2 Mech. Attached, Anchor Sheet, Bonded Insulation, Bonded Roof Cover 17. 4C LWIC New or Reroof.(Tear-Off) E Non -Insulated, Mech. Attached,Base Sheet, Bonded Roof Cover 18720 5A CWF New,or. Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 21 5B CWF New, Reroof;(Tear-Off) or Recover A-2 Mech. Attached Anchor Sheef„Bonded Insulation, Bonded Roof Cover 22 SC CWF New„Reroof (Tear -,Off) or Recover B Mech. Attached Base-Insulatlon, Bonded Top.lnsulation, Bonded Roof Cover 22 5D CWF New, Reroof (Tear -Off) or Recover C. Mech;,Atfached.lnsulation, Bonded Roof Cover 23 SE CWF _ New, Reroof (Tear -Off), or,_Recover E Non -Insulated Mech.�Attached.Base Sheet, Bonded Roof Cover 23 6A Gypsum New. or Reroof (Tear -Off) A-1 Bondedansulation, Bonded Roof Cover 24 66 Gypsum _ ,New, Reroof (Tear' -Off) or Recover A-2 Mech. Attached Anchor Sheet Bonded Insulatlon, Bonded. Roof Cover 25, 6C Gypsum New, Reroof (Tear-Off).or Recover C ;Mech:"Attached Insulatlon, Bonded Roof Cover 25. 6D Gypsum - New Reroof (Tear -Off) or Recover E _ Non -Insulated, Mech: AttachediBase-Sheet, Bonded Roof Cover 25' 7A Various Recover'_ A=1 _ Bonded.Insulation,-BondedRoof;Coyer• - 26=27 .. 7B Various` . Recover. F .. , . .. Non -Insulated, Bonded Base.Sheet; Bonded Roof Cover The followina'notes a6dly to the systen s outlined herelni • . ; 1. The roof system evaluatlon herefirpertalhs to aboJe=deck roof components..' Roof decks and:structural members"shall be n' accordance with' FBC requirements to the satisfaction of. the AHJ.. Load resistance of -the roof deck shall be documented through proper codlfled;arid/or.FBC Approval docurnentatlon. 2. Insulatlon / base sheet fastenersshall be ofsufflcient length.,for the following deck engagement ➢ .Wood: Minimum 0 75 Inch penetration Y Steel: Minimum 0 75:Inch penetrations and engage the,top•flute of the steel deck. ➢ Concreter "Minimum 1.inch embedment Into pilot hole,in accord66ce,with fastener.manufacturer's published Installation'!nstructions = ?• 3. Unless otherwise noted,.Insulatiorirmay. be any one layer or combinatlon:of polyisocyanurate, polystyrene wood..flberboard;; perlite,`Dens Deck; Dens beck Prime; SECUROCK G m su-Fibef Roof. Board or.SECUROd Glass-Mat.Roof Board that meets the QA"requlrements of F.AcC..Rule 61G20'3 arid;ls documented as. meeting FBC 1SO5 1 and; for foam plastic';FBC 2603.4.1 or 2603.6, when Installed with the roof cover. Exterior. Research and Design, CLC. d/b/a,Trinity'ERD Evaluation Report A42970.10.12-R1 for FL16027-RI Certificate of Auth6riz6tion419503 Revisiort,l: 03j23/2015 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Paged of 27 TRINITY, ERC 4. Minimum 200-psi, minimum 2-Inch thick lightweight Insulating concrete ..may. Lie substituted for eIgId'insulation board for System Type-D: (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are Installed through the LWIG to engage the structural"steel of concrete deck. The structural deck shall be of equal or greater configuration to the`steel-and.concrete deck listings.� Roof decks and structural membersshall be In accordance with'FBC requirements to the satisfaction of the AHJ. Load resistance. of the roof deck shalCbe documented througfi.proper codified and%or FBC Approvatdocumentation. 5. ;:Unless otherwise noted; insulation.adheslve application rates are asfollows: Rltibonorbead Width Is at the time of applicatlon; the ribbons/beads shall expand as rioted In the manufacturer's published Instructions. - HA (HA): Full coverage.at 2S30.-Ibs/square. ➢`Dow Insia-Stik Roofing -Adhesive (D-IS): • Continuous 0.75 to 1-Inch wide ribbons; 12-Inch o.c. _➢ Mlllennium.One Step Foamable Adhesive (M-OSFA); Continuous 0:25 to 0.5-Inch wide ribbons, 12Anch o.c. .OMG OI Bond 500 OBS00 : Continuous 0:75.to 1=Inch wide ribbons, 12-inch o.c. Pacetart or S o6hot , Note: OI Pond Green may be used where 01 Bond 560 is re erenced. Y .. ( ) ( P ) Y., Y Y f ➢ OlyBond Classic (OB.Classic)i Full coverage,ati gal/square, ➢ 3M CR-20: : Continuous 2.5.3.5-Inch wide ribbons,12-inch o.c. D Note: When multiple loyers(s) of insulation and/or coverboard are Installed In ribbon -applied adhesive, adhesive ribbons shall be. staggered from layer -to -layer a distance of one-half the ribbon spacing. Y 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,, 6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polylsocyanurate.at the following thickness limitations may be substituted with the.following ivlaximum 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 equlvalent thicker material listed In the table: ➢.Millennium One Step Foamable Adhesive (M-OSFA): 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 OlyBdnd 500 (OBS00): MDP. -187.5 psf (Min. 0.5-1nch'thick 15o 95+ GL) ➢' OMG OlyBond 500 (08500): MDP -315.0 psf. (Min. 0.5-Inch thick ENRGY 3) ➢ OMG OiyBorid 800 (OB500): MDP -487.5 psf (Min. 0.SAnch thick ACFoam II) ➢ 3M CR-20: MDP -117.5 psf (Min. 1.0-Inch 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 assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chaptei,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 RAS 117 and FM LPDS 1-29. Asserimblies marked with an asterisk* carry the limitations set forth In Section'2.2.1.5.1(a) of FM LPDS 1-29 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 FBCChapter 16, and no rational analysis is. permitted. 10'.. ' Fofinechanically 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 analys'isshali be In accordance w th TAS 105 or AN51/SPRI FX-1_ 1'1. For exlsting;substrates in a bonded recover Installation; 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 resisting project design pressures on Its own merit to the satisfactionof the AHJ,.as documented" through uplift testing in.accordance with ASTM E907, FM LPDS 1752, ANSI/SPRI IA-1 or TAS 124. 12. For Recover Appllcations using System Type D, the insulatlon9s optional; however, the.existing roof system shall be suitable for a recoverrappllcatlon. 13. LWIC shall -be cast in accordance, with FBC Section 1917 to "the satlsfaction',of.the Authority Having Jurisdiction: For systems where specific,LWIC is''referenced, refer to current LWIC Product Approval for specific deck construction and llmltatlons; For systems where specific'LWIC is not referenced; the minimum'deslgn mix shall be 300 psi. In,all.cases,.the minimum top -coat thickness Is 2-Inches. For LWIC over structural concrete, feference is made to FBC Section 1917.4.1, Point 1. Exte.rlor Research and Design,.LLC. d/b/a Trinityl ERD Evaluation Report A42970.10.12-111 for FL16027-R1 Certificate. of Authorization #9503 Revision 1; 03/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1; Page 2 of 27 TRINIT. rtD 14. ' Unless otherwise noted, refer to the follow] ng.references.for bonded base; ply or, cap sheet applications: �j�'�;. '��•�' S��us '` > � :4" iY:'.. c, i k^x . layer .. ';�v. ..xd��fs3, Y�'r � hr, ._� ��'�.�t�P '.#4 tilt c�x2 � �"3*J °s t a,•y�:.�i*> _4 � 2.` "1. �i;. d ,e`. ..� 'Materlal APPlication" Refeence BP.AA Base FBC Approved ASTM D4601, Type 11,• (Base and Ply sheets,'Asphalt Appii.ed), HA at 20=40 Ibs/square Ply FBC A proved ASTM D'2178; T e IV or VI, p Vp SBS-AA ; (SBS, Asphalt -Applied) Cap .TrIBUIlt SBS Granular - HA at 20-40 Ibs/square SBS=TA . SBS Torc Applied) Cap TFIBuilt SBS Granular = Torch -Applied SBS_SA ` " ` Base ` ` TriIMuilt SA SBS Base SBS, SeiE A661 `( !;) Self.Adhering' Cap,' . TnBUIIt SA SBS Cap a APP-TA Base'or Ply TriBullt APP Smooth APP, Torch -A Iced ( PP ) Torch -Applied Cap TriBullt APP Smooth, TriBullt APP Granular APP-SA (APP, Self -Adhering) Cap TriBullt SA APP Cap Self -Adhering 15. The following represent priming requirements for gypsum -based coverboards: Dens Deck and Dens Deck Prime shall be field -primed with ASTM D41 primer prior to self -adhering or torch -applied membrane application. No priming is required for hot -asphalt membrane applications. D SECUROCK Gypsum -Fiber Roof Board does not require field priming for any membrane application. 16. "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,'LLC, d/b/a Trinity) ERD Evaluation Report A42970,10.12-Ri-for•F116027-R1 Certificate of Authorization #9503 Revision 1: 03/2$/2015 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 3 of 27 r- � I, TRINITY 1 ERD TABLE 1A 1:" WOOD'DECKS- NEW :CONSTRUCTION oRRER60Fj'T AR -OFF( SYSTEM TYPE A 2 MECHANICALLY ATTACHED ANCHOR'SHEET; BONDED INSULATION; BONDED ROOF COVER, . System ,. Deck _. Anchor Sheet Base'Insulation ,-" Top Insulation Roof Cover _ MDP Type Fasteners -' Attach , :Type ,'Attach Type Attach Base . Ply Cap Na• - (SeelActe 1) . •(Bsf) Min. 0 25-Inch Denss 8?Inch o.c'. in 4- Deck, Dens Deck -Prime, Min.19/32- Polyglass G2Base, CertainTeed Glasbase, 32 ga., 1-5/8'- ' inch lap and 8- (Optional) FBC SECUROCK Gypsum Inch plywood Flresfone MB Base, JM Inch diameter Inch o c in Approved, Fiber Roof Board; Min. (Optio vial) SBS-AA, at max. 24'- P.erma-Ply 28;-Tamko' tin caps with 11 "three, equally ASTM:C1289;, HA 0 t5 Inch FescoBoard HA BP_AA - . BP -AA SBS TA, 60.0 Inch spans Glass Base or a annular ringws g ' p aced, _ type II of lso VP P Y - ' (homogeneous) or min. ARP -TA GAFGLAS #75 shank Halls staggered cyanurate-. 0 5-Inch Structodek center; rows . High Density Fiberboard - Roof Insulation Polyglass Polyglass G2 Base, 8-Inch o.c. in 4- Min. 19/32- CertainTeed Glasbase, 1-5/8- Inch lap and 8- (Optional) FBC Min. 0.25-Inch Dens (Optional) SBS-SA, Inch plywood P Y Flrestone.MB Base, JM Inch diameter inch o,c. in -Approved, Deck, Dens Deck Prime, One or APP-SA, W-2 at -max. 24- Perma-Ply 28, Tamko tin caps with 11 three, equally 'spaced, ASTM C3289, HA SECUROCK Gypsum- HA SBS-SA more SBS- - SBS-TA or 60.0 inch spans P Glass Base or Ba. annular ring . � type II polyiso- Fiber Roof Board SA or, APP-TA GAFGLAS #75 shank nails staggered cyanurate App_TA center rows . 6-inch o.c. in 4—Min. 32.ga., 1-5/8- inch lap and 6- 2=Inch . DAS,OB500, Min._ 19/32- Polyglass Elastobase inch diameter inch o:c: in ACFoam II, III, CR-20 or•M- Min. 0.25-Inch Dens SBS-AA, W-3 Inch plywood or Polyglass tin caps with 12 four, equally H-Shleld, H- OSFA; atop Deck, Dens Deck Prime 08500, BP -AA (Optional) SBS-TA, -60.0 at max. 24- Elastobase PolyShield ga:.annular ring spaced, CG, fastener or SECUROCK Gypsum- CR-20 or BP -AA APP-TA inch spans shank nails staggered Multi -Max FA3 -rows, 7-inch Fiber Roof' Board M-OSFA center rows or ENRGY=3. oc 6-inch o c in 4- 32 ga„ 1-5/8- Inch lap and 6• Min. 2-Inch - D. IS, OB500, (Optional) Min 19/32- PolyglassElastobase Inch diameter Inch o.c. In ACFoam ll, III, CR 20 or M- D-IS One or SBS-SA, W-4 Inch plywood or:Polyglass tin caps with 12 four, equally H-Shield, H- OSFA', atop (Optional) Additional OB500, SBS-SA more SBS- APP-SA, 60,0 at max..24-' Elastobase Poly ga. annular ring spaced, Shield CG, fastener layers of base Insulation CR-20 or . SA or. SBS-TA or Inch spans shank nails staggered'. Multi -Max FA3 - rows, 7-Inch M-OSFA APP-TA APP-TA center rows or ENRGY-3 oc .. Exterlor'Research and Design, I.I.C. d/b/a Trinity) ERD Certificate•of Authorization 119503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A42970.10A2-111 for FL16027-R1 Revision;l: 03/23/20'15 Appendix 1, Page 4 of 27 �RINIRu IY l E ". TABLE•1A-2: .WOOD DECKS —NEW CONSTRUCTIQN, REROOk(TeAR'OFF):oa RECOVER SYSTEM TYPE A 2i 'MECHANICALLYATTACHED ANCHOR SHEET, BQNDEDINSULATION, -BONDED ROOF COVER System Deck An liorSheet BaselnsulatIon Top,lnsulatlon. Roof Cover~, MDP .. Type Fastener Attach Type Attach ' Type. Attach - Base Ply Cap, No.' (See Note 1) (psf) ' 1-2-Inch o.c. In 4• Min. 0.25 Inch Dens Deck, Min.-19/32- Polyglass, OMG Flat' inch. lap and 12- (Optional) FBC ' . Dens Deck Prim e;•SECOROCK IN=S inch plywood Elastobase or Polyglas`s Bottom Plates. Inch o.c. in two, . Approved, ASTM C1289, HA Gypsum-Flber Roof Board, Min. 0,75 Inch FescoBoard HA BP (Optional) SBS AA, SBS at max.24-. spans Elastobase (squarre)with Roofgrip I#12 - equally spaced, staggered center type II polylso (homogeneous) or.min. 0,5- -AA BP -AA TA,APP-TA - 60.0' ,inch Poly cyanurate inch Structodek High Density rows Fiberboard Roofllnsulation Min. 19/32- Polyglass OMG Flat 12 Inch o.c: In 4- inch lap and 12- (Optional) FBC (Optional) Inch plywood Elastobase or Bottom Plates, In two c Inch o ., Approved, Min. 0.25-Inch Dens Deck, One or SBS-SA, APP- W-6 at max. 24- Polyglass (square) with , equally spaced, ASTM C1289, HA Dens Deck Prime, SECUROCK HA SBS-SA more SBS- SA, SBS-TA -60:0 inch spans Elastobase Roofgrip #12 staggered center type lipolyiso- Gypsum4lber'RoofBoard SA orAPP- orAPP-TA Poly rows cyanurate TA TABLE IB: WOOD DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck (See Note 1)- Base Insulation Layer- . Top Insulation Layer Roof Cover MOP No. Type Fasteners Attach Type Attach Base Ply Cap (psf) Min: 19/32-inch Min. 1.5-Inch Dekfast-Hexwith Min. 0.75-Inch FescoBoard (Optional if (Optional if using W-7 plywood at max. 24-inch 3, H-Shield EN.' Dekfast #12 or TruFast 1 per z (homogeneous) or min, 0:$_inch ' HA using AA Ply) AA Base) One oR SBS-AA, SBS-TA, -60.0 spans or Polytherrri MP-3 with TruFast DP 1.B ft Structodek Hlgh'Density Fiberboard BP AA more BP -AA or APR -TA . Roof insulatioon APP-TA Exterior Research and Design, LLC. d/b/a Trinity)ERD , Cerilfitate of Authorization #9503 Prepared by: Robert Nieminen, PE759166 -TRINITY I �RD TABLE iCr WOOD DECKS-NEW,CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: ' MECHANICALLY ATTACHEp INSULATION' BONDED COVER System• Deck (See Note 1) Base Insulation Top Insulation Layer Roof.Cover MDP.. Type Fasteners Attach Base Piy, -Cap No: La' er y (psfl :Min. 19/32-inch (Optional)' " One or more layers, Y Min, 0,5-Inch Structodek High Density Fiberboard Roof Insulation or min. Dekfast.Galvalurh 1 :33 (Optional If (0 tl6ml if usin AA P 8 SBS W, 8 .plywood atmax: any combination, Inch Dens Deck, Dens Deck Prime or Steel Hex with per ft using AA Ply) Base) One or more BP -AA AA,'SBS-TA,APP- -8Z5 24-Inch spans loose laid SECLIROCK Gypsum -Fiber Roof Board .Dekfast tl12 DP BP -AA orAPP-TA TA (Optional),Dekfast Galvalume W 9 MIn. 19/32-Inch plywood at max. One ormore layers, Min: 1.5-Inch ENRGY 3, H'Shield or Steel with . Dekfast #12 DP or 1 per 33 :'SBS-SA (Optional) One or more SBS SA, APP-SA,SBS- 24=inch s ans P any combination, Polytherm TruFast MP-3 with ft .' SBS-SA.or APP-TA TA or APP-TA g2.5 loose laid TruFast DP TABLE iD: WOOD DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPED: PRELIMINARILY ATTACHED.INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System (See Note 1) Insulation la ers � y. O Base Sheet Roof Cover MDP No.Deck Type Attach Base . Fasteners Attach Ply Cap' (psf) Polyglass Elastobase, Polyglass OMG Fiat Bottom Plates Min. 19/32-inch One or more layers, Prelim. Elastobase Poly, Polyglass G2 Base, (square) with Roofgrip 12-inch o.c. In 4-inch lap and 12- (Optional) One SBS-AA, W 10 plywood at max. any combination Attached CerfainTeed Glasbase, Firestone MB #14, Dekfast Hex with Inch o.c. in two, equally spaced, or more BP -AA SBS-TA, -52.5 24-inch spans Base, JM Perma=Ply 28, Taniko Glass Dekfast #14 or TruFast staggered center rows or APP-TA APP-TA Base or GAFGLAS #75 MP-3 with TruFast HD W-11 Nin. 19/32-inch plywood at max. P Y One or more layers, Prelim. P.olyglass.Elastobase orPolyglass Dekfast Hex with Dekfast #14 12-inch o.c in 4-inch lap and 12- One or more SBS-SA, APP-SA, 34=Inch spans P any combination Attached Elastobase Poly with poly top surface' or TruFast MP-3 with' TruFast Inch oic. in two, equallyspaced, - SBS-SA SBS-TA or 52.5 HD -staggered center rows APP,TA W-12 Min. 19/32-inch plywood at max. One or more layers, Prelim, Polyglass Elastobase or Polyglass .OMG Flat Bottom Plates. 12-Inch o.c. in 4-Inch lap and 12- (Optional) One SBS-AA, 24-Inch spans any combination Attached ElasPoly s with #12 (square) (q ) Roof grl P Inch o.c. in two, equally spaced, or more BP -AA SBS-TA, -60.0 staggered_ center rows •; or APP-TA APP-TA ' -W-13 Min: 39/32-Inch 0lywood.at max. One or more layers, Prelim. ,-Polyglass Elastobase or Polyglass OMG Flat -Bottom Plates. - 12-Inch o.c. In 4 inih lap and 12 -One or more SBS-SA, APP SA, 24-Inch spans any coribination Attached Elastobase Poly with poly top surface " (square) with Roofgrip #12 inch o.c. in two, equally SBS-SA SBS=TA or 60:0 staggered center rows APP-TA Exterior Research and Design, LLC. d/b/a Trinity(ERD C&tlficate.of Authorization #9503 Prepared by:. Robert Nieminen, PE-59166 Evaluation Report A42970.10.12-111 for FL16027-R1 Revision 1: 03/23/2015 Appendix 1, Page 6 of 27 ERA TiINI7Y =NEW CONSTRUCTION OR REROOF (TEAWOFF) SYSTEM TYPE EBNON N ULATED,MECHANICALLyATTACHtb.sASESHEET;,BONDEDROOFCOVER System Deck (See Note 1) Base Sh eet Roof Covet'' . MOP . Base Fasteners Attach Ply Cap No., (P ), Min.15/32-Inch W 14' plywood. at max. 24- Polyglass Elastobase - Simplex MAXX Cap 9-Inch o.c. at 2-Inch lap and.18-Inch o.c. In two, (Optional) BP.-AA:or ' SB$-AA, SBS-TA 45.0•- Inchspans' . equally spaced, staggered center rows APP-TA or APP-TA. Min. 15/,32°Inch W-15 plywood at max: 24- Polyglass Elastobase . "• Simplex MAXX Cap: 9-Inch o.c. at 2 Inch' lap and 12-Inch o,c, in two, (Optional) BP -AA or SBS-AA, SBS-TA -52.5 Irich Spans.. egdallyspaced; staggered center rows APP-TA or APP-TA Polyglass Elastobase, Polyglass Elastobase W-16 IVIin,19 32-Inch /.Poly,, plywood at max. P Y Poly, Polyglass G2 Base, CertalnTeed 32.ga„ 1-5/8-inch diameter tin caps 8-Inch o.c. In 4-inch lap. and 8-Inch o.c. in. three,. (Optional) One or SBS-AA, SBS- 24-inch spans Glasbase, Firestone fv18 Base, JM Perma- with 11 ga, annular. ringshank Halls equally spaced, staggered center rows more B,P-AA or TA, APP, TA -60.0 Ply 28, Tamko Glass Base or GAFGLAS #75.11 APP-TA W-17 Min.19/32-inch plywood at max. P Y Polyglass Elastobase or Polyglass 32 ga., 1-5/8-Inch�diameter tin caps 8-Inch o.c: In 4-inch lap and 8-Inch o.c. In three, (Optional) One or S SBS-SA, APP- 24-Inch s ans Elastobase Poly with poly top surface with 11 ga. annular ring shank nails. equally spaced, staggered center rows more BS-SA or SA, SBS-TA or -60.0 P APP-TA APP-TA Min:15/32-Inch W-18 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 6-inch o.c. at 2-Inch lap and 6-Inch o.c. in two, (Optional).BP-AA or SBS-AA, SBS-TA -90.0 Inch spans equally spaced, staggered center rows APP-TA or APP.-TA W-19 Min. 19/32=inch plywood at max. p V Polyglass Elastobase'or Poiygiass 32 ga.,1-5/8-Inch diameter tin caps 4-inch o.c..In 4-inch lap and 4-inch o.c. in four, (Optional} One or SBS=SA; APP- 24-Inch 'spans Elastobase Poly with poly top surface with 11 ga, annular ring shank nails. equally spaced; staggered center rows more SBS-SA or SA, SBS=TA or -97.5 P. APP-TA APP-TA Min. 15/h4nch W-20 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 6-Inch o.c. at 2-Inch lap and 6-inch o.c. in three, (Optional) BP -AA or SBS-AA; SBS-TA 105.0 inch spans equallyspaced, staggered center rows APP-TA orAPP=.TA 1 W-21 Min. 19/32-Inch plywood at max. P Y Polyglass Elastobase or Polyglass 32 ga., 1-5/8-inch diameter tin caps 6-Inch o.c In 4-Inch lap and 6 Inch occ. in four, (Optional) One or SBS-AA, SBS• 24-Inch spans Elastobase Poly with 11 ga. annularYing shank,nafls equally spaced; staggered center rows more BP -AA or TA, APP TA 112.5 . APP-TA W-22 Min.19/32-inch plywood at max. P Y Polyglass Elastobase or Polyglass 32 ga:; 1-5/8-Inch diameter tin caps with 11 ga annular ring shank nails. 6-,Inch o.c, in 4-Inch lap and 6-inch o.c. In four, (Optional) one or. S.BS-SA, APP_ spans Elastobase Pol -with of to surface Y poly P Note: TIn ca s,are to be rimed wltti P P a uall s aced, staggered center rows . q V P gg more APP-TA SA,"SBS-TA or -112.5 .24-Inch ASTM'D41,primer.' APP-TA Exterior Research and Design, LLC,,d/b/a Trinity( EBD Certificate of Authorization 1f9503" Prepared by: Robert Nleminen; P.E'59166 Evaluation Report A42970.10.12-R1 for F1.16027-111 'Revision 1:03/23/2015 Appendix 1, Page 7 of 27 TABLEIE=2: WOOD'DECK$-.NEINCONSTRUCTION;REROOF(TenarOFF)oaftgcovea _. SYSTEM TYPE E NON INSULATED; IU ECHANICALLYATTACHED.BASE SHEET; BONDED' ROOF COVER ' System De6k(See'Note;i) Base Sheet• ;' - Roof Cover. MDP Base Fasteners ' Attach Ply Cap No.' (Psi) ' Polyglass Elastobase, Polyglass Elastobase Min. 19/32-inch .. Poly, Polyglass G2 Base, CertainTeed . ON1GFIat Bottom Plates (square) with 12 Inch o,c. In4=Inch lap and 12 Inch (Optional) One or V1l=T plywood at max. Glasbase; Firestone MB.Base JM Perma=. Roofgrip #14,.Dekfast Hex with Dekfast #14 o.c. In tv+io, equally spaced, staggered more BP: or SBS-AA, SBS= , 52,5 24-inch spans Ply 28, Tamko Giass,Base orGAFGLAS #75: or TruFast MPr3 with TruFast HD center rows APP-TA TA, APP TA . `W-2 Min. 19/32-Inch plywood at max. Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast #14 or TruFast MP- 12 Inch o,c; In 4-Inch lap and 12-inch o c. in two equally spaced, One or more SBS- SBS-SA, APP= SA, 24-Inch spans Elastobase Poly With poly top:surface 3 with TruFast HD staggered SA SBS-TA or -52.5* . center rows. APP-TA W-3 Min,19/32-Inch plywood at max. Polyglass,Elastobase or Polyglass. OMG.FIat Bottom Plates (square) with 12-inch o.c. In 4=Inch lap and 12-Inch (Optional) One or SBS-AA, SBS- 24-Inch spans Elastobase Poly Roofgrip #12 o.c, in two, equally spaced, staggered more BP -AA or TA, APP-TA -60.0, center rows APP=TA W-4 Min. 19 '32-Inch plywood at max. polyglass Elastobase orPolyglass (q ) OMG Flat Bottom. Plates (square) with —[center o.c. in 4-inch lap and 12-Inch One or more SBS- SBS-SA, APP 24-inch spans Elastobase Poly with poly top surface Roofgrip tt12 O.c. in two, equally spaced, staggered SA SA, SBS-TA or 760.0* center rows APP-TA TABLE 1F: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -'OFF) SYSTEM TYPE FlNON-INSULATED, BONDED 1100F COVER System Deck Primer Roof Cover P No. Joint Treat menE ;, ease, Ply Cap (Pi) -Mm.15/32 Inch plywood iL W 5 at rpax:24 incjt spans (Optional) ASTM D41 None ra SBS-SA (Optional) SBS-SA or SBS=SA; APP-SA, SBS-TA 90.0 - APPTA or.-APP i'A. VV 6 Min. 15/32 inch plywood (Optional) ASTM D41 Plywood Joints are covered with 4 inch.wfde strips of TriBuilt SA TriBuilt SA SBS Base (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA 97 9.. at max. 2471nch spans SBS Base, rolled into,place to create continuous bond. APP-TA' or APP-TA Exterlor Research and Design, LLC. d/b/a Trinity ERD Certificate of Authorization #9503 .Piepared by: Robert Nieminen, PE-59166 Evaluation Report A42970,10.12-R1 for FL16027-113 Revision 1: 03/23/2015 Appendix 1, Page 8 of 27