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Home My WebLink AboutEVALUATION REPORTEXTERIOR RESEARCH & DESIGN, U.C. Certificate of Authorization #9503 353 Christian Street TRINITY I ERD Oxford, CT 06478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group, LLC Evaluation Report A42970.10.12-R2 PO Box70 FL16027-RZ Rutherford, NJ 07070 Date of Issuance:10/23/2012 (800) 516-1485 Revision 2: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G2O-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been e�i'ND compliance with the 6th Edition (2017) Florida Building Code sections noted herein. BY DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems St. Lucie County LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is 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 product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus a 26-page Appendix. Prepared by: ,,r BoPy`�t:as'''ii Robert J.M. Nieminen, P.E. •,�{ Theta 09/Msealappemdoesa ofauthorized serse a an Rao NieMnen, Florida Registration No. 59166, Florida DCA ANE1983°�<` F.EenoB/ss/zov. ma Goaa not aan,a aaanelatlrontwlly signed document CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, 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 Trinity ERD 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 used for permitting or design guidance unless retained specifically for that purpose. 4. S. VTRINITYIERD kafty Examination Reference Date FM Approvals(TST1867) FM 4470/4474 3023458 07/18/2006 FM Approvals(TST1867) FM 4470/4474 3030668 09/12/2007 FM Approvals(TST1867) FM 4470/4474 3032172 06/12/2009 PRI(TST5878) Physical Properties PUSA-062-02-01 12/04/2007 PRI(TST5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST5878) Physical Properties PUSA-064-02-02 02/27/2008 PRI(TST5878) Physical Properties PUSA-062-02-02 12/04/2008 Miami -Dade (CER1592) HVHZ Compliance Various NOAs Various Miami-Dade(CER1592) Proposal for Review 10-0823 10/12/2010 UL LLC (QUA9625) Quality Control MLAgreement 02/27/2012 UL LLC (QUA9625) Quality Control ML Correlation, R27202 08/20/2012 UL LLC (QUA9625) Quality Control Service Confirmation, R14571 Exp. 10/06/2018 PRODUCT DESCRIPTION: This Evaluation Report covers TRI-BUILT Modified Bitumen Roof Systems installed in accordance with TRI-BUILT Materials Group, LLC published installation instructions and the Limitations / Conditions of Use herein. The following membranes make up the subject systems. Table 1: Roll -Goods for TRI-BUILT Modified Bitumen Roof Systems, Type Product Specification Reference Grade Type SBS Membranes TriBuilt SA SBS Base ASTM D6163, Table 2 S 1 TriBuilt SBS Granular ASTM D6164 G I TriBuilt SA SBS Cap ASTM D6164 G I APP Membranes TriBuilt APP Smooth ASTM D6222 5 1 TriBuilt APP Granular ASTM D6222 G I TriBuilt SA APP Cap ASTM D6222 G I LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD 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 used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511. 5.7 For mechanically attached insulation or membrane or strip -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. 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 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 (January 2016) for Zone 2/3 enhancements. Exterior Research and Design, LLC. Evaluation Report A42970.30.12-112 Certifimte ofAuthorhation#9503 eEDITION(2017) FBC NON-HVHZ EVALUATION FL16027-112 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017 Page 3 of 4 N� The following notes apply t0 the systen¢ outlined herein: 1. The mof system evaluation herein pertains to above,deck mof components. goof social structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation/ base sheet fasteners shall be of sufficlent length for the following deck engagement: Y Wood: Minimum 0J5-Inch penetration. i Steel: Minimum 0.95-inch penetration and engage the top flute ofthe steel deck. i Structural concrete: Minimum l-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 poyisocyanumte, polystyrene, wood fiberboard, periim, gypsum -based roof board or mineral -wool roof board that meets the QA requirements of F.A.C. Rule 63620-3 and is documented as meeting FBC 3505.1 and, for foam plastic, FBC Mapter 26, when installed with the roof cover. Exterior Research and Design, LLG d/b/a TrinityIERD Evaluation Report A42920.10.12-R2 for FL36022-Rd 4Nfiate of Authorization b9503 6" EDITION f20197 FBC NON-HVNL EVA UATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen,PE-59166 TRI-BUILT Modified Bitumen Roof Systems;(800) 516�1485 Appendix 1, Page 1 of 26 ,JI PJNI1YIERD 15. Unless otherwise noted, refer to the following references for bonded base, ply or rap sheet applications. �'r TABU 2:TRi-BUILTRaokova s>" Reference layer Material Appllcation BP -AA Base Ply FBC Approved ASTM D4601, Type 11 (Base and Ply sheets,Asphalt-Applied) HA at 20d01bz/square Ply FBC Approved ASTM D2328, Type IV or Vl SBS-AA ISM, Asphalt -Applied) Cap Ply Tneuilt SBSGranular HA at 20AOIbs/square SBSTA ($B$, Torch -Applied) Cap Ply TnBuilt SBSGmnular Torch -Applied - are Wy] n i S $BS Base _ Cip Ply TnBuilt SASWCtp (SBS,'Self-Ailfie'Ir m$h, Self -Adhering APP�Tk Base Plyor Ply TnBUlt APPSmooth (APP. Tor`h,Appiledi udtAPYSmoo(hiTnBu ItAPP, tan' Torch -Applied APP-SA (APP, Self -Adhering) Cap Ply TrlBuiit SAAPP Cip Self -Adhering 16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesserof the MOP listings below vs. those in Table 3A applies: VAPOR BMRIFROPTIONS, SiRU[NgaICOX@ElEDE4;AOXFREn IXSVWTOXeFRTAecs3A Optionp Primer Paper BaRler Insulation Adhesive MOP (psU Type Attach VILL. ASTM D41 TriBtilt SA SBS Bate Self -Adhering Inu-Sdk or CR-20,12-inch o.c. -60.0 V&2. ASTM D41 Trievilt SA SBS Cip Self -Adhering lens-Stik, 12--inch o.c. -75.0 VB-3. ASTM D41 Trieuilt SA SBS Up Self -Adhering Millennium One Sup Foamable Adhesive,12-Inch o.c. -IST.S VB-4. ASTM D41 TriBUIIt SA SBS Cap Self -Adhering CR-20, 12-inch o.c. -270.0 VB-5. ASTM D41 TrMuilt SA SBS Base Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG.1 Pump Grade Adhesive, OlyBond 500 or CR-20, 12-inch o.c. 2900 IZ Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. 18. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609for determination of design wind loads. Exterior Research and Design, LLO d/b/a Trinity)ERD Evaluation ReportA429T0.10.12-R2 for FL36022-R2 Certificate of Authorisation M503 6'"EDITION (2017) MC NON IVIK EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nleminen,PE-59166 TRI-BUILT Modified Bitumen Roof Systems; IBM)516-1485 Appendix 1, Page 3 of 26 �l I RINIT(I ERD TABLE3A-2::WOOD DECKS— NEWCONSTRUCTION, REROOF M.R-OFF) OR RECOVER'i, SYSTEMTYPEA-2;MECHANICALLYATTACHED ANCHOR SKEET BONGED INSUTATION;BONDEDROOFCOVER .. _ System Deck Anchor Sheet Baselmulatlon Top Insulation Roof Cover (Note 15) Map No. (Note 11 Type Fasteners AMO Type Attach Type AttaN Bass Ply Ply Up Ply (PA 12--inch o.c.in4- Min. 0.25-Inch Dens Deck Min. 19/32- Polyglass OMG Fiat inch lapandll- (Optional)FBC Dens Deck Prime, SECUROa Inch Elaztobaxeor Bottom Plates Inch o.c. in twD, Approved, Gypsum -Fiber Roof Board, (Optional) SBS-AA,SBS- W-5 atmax.wood Polyglass e4ggered ced,cent ASTM C3289, HA Min. O.]5-Inch FesmBoard HA BP -AA Bp -AA TA, APP-TA -W.0 Inch spans Inch spans ase Ro.fgdp#12 Roofgdp Rl2 staggered center Woe Niso- (hoStructdul,High PolyEl.s Poly anura cyanunte inch High Density news board Roof Fiberboard Roof Insulation Min. Polyglass OMGFIat 12-incho.c.in4- (Optional) FBC (Optional) inchptywood plywood Elartobaseor Bottom Plates Inchlapandll- iQuAly in Approved, Min.0.25-Inch Dens Deck, One or SBSSA,APP- W-fi at Polyglass paced ASTM C3289, HA Dens Deck Prime, SECUROIX HA SBSSA more SBS- SA, 5B4TA -fie.o Inch iDans Inch spans Potyobase Roofgrip Rl2 Roof rip 912 Malstedse v staggered center type 11 polyiso- Gypsum -Fiber Roof Board SA or APP- or APP-TA rows cyznurete TA -' TABU Ie: WOOD DEC KS—NEWCON STRURION, REROOF(TFaq-0FF)PR RECOVER .` .. . SYSTEMTYPEB: MECHANICALLYATTACHEDBASEINSU3AMONBONDEDTOPINSULATION,BONOEDR00FCOVER System Deck 1) Base lmulaton layer Topinsulationt.sWr I Roof Cover (Note 151 MOP No Type Fasteners Attach Type Attach Base Ply I ly rap ply (Pod) Min. 19/32-Inch Min. 1.5-inch Oekfa"Hexwlth MIn. 0.15-Inch FescoBoard (Optional if lOptlonali1::r8 WJ plywood at max. 20.inch ENRGY 3, H-Shield Dekfast Pllor T.Fart I Der (homogeneous) or min. 054nch HA using AAPIy) AA Bau)One or SBS-AA, SBS-TA. -fi0.0 spans or Polytherm MP-3 with TruFast OP 1.33 kr Strumodek High Densiry Fiberboard 6P AA more BP -AA or APP-TA Rooflnzulaticn APP-TA Exterior Research and Design, LLC- d/b/a Trinity l DID Evaluatlon Report A42970.10.12-R2 for FL36027-Ri rarti6cate of Authorization 0503 6'"EDITION 1201]) FBC NON-WH2 EVALUATION Revision 2:09/25/2017 Prepared by: Robert Nleminen,PE-59366 TRsBUILTMoci ied Bitumen Roof Systems, (800)516.1485 Appendix I, Page 5 of26 -, TRINITYJERD TABLEi[: WOOD DECT6-NEW CONSTRUCTION; REROOF Qud-0FF)aRRECOYER _ SYSTEMTYPEC: MECHANICALLYATTACHED INSULATION, BONDED ROOFCOVER , ,, ,; ;.,,_,-, ,1. _. .' •'� System Derk(Note1) geachoulathm Topinsulationtayer Reef Cover (Note LS) MDP Type Fasteners Attach Base Ply Ply Cap ply No. Layer (PA Myw 19/32-inch (Optional) Min. 0.5-inch Stmctodek High Density Dekfast Galvalume (Optional if (Optional if using AA W-8 plywood at max. One or more lavers, Fiberboard! Roof Steel Hexwith )per 1.33 using AA Ply) Bax)One or more BP-M 5B3-M,SBS-TA,APP- -82.5 24-inchspans nation, apse inch Dens Dens Deck Prime or DeckfBoar Oekfartp120P fIa BP-M or APP-TA TA loose laid laid SENROCg Gypsum -Fiber Roof Board Gypsum -Fiber (Optional) Dekfast Galvalume W-9 Min. 19/32-inch plywood at max One or more layers, Min. LS-Inch ENRGY 3, H-Shield or Steel Hex with D.1hout#12 DP or 1per 1.33 SBSSA (OpUonal)Oneormore SBS-SA, APP-SA, SBS -82.5 24-inch spans any combination, Poly[herm TruFast MP-3 with it' SBS-SA or APP-TA TAor APP-TA looselaid TruFast DP - '•TA8LE3D: WOOD DECKS— NEW [ONSTRUCFION�REROOF(Tewrs-OsP)oRRKOVER � - ,.�•+=�; _.. . .•. .,.. ..., SYSTEM TYPE D>PNELIMRWIRILYATTACHFD INSULATION, MECHANICALLYATTACHEO BASESHEET, BONGED ftOOFCOVER , Sysem Deck (Note Insulation Layer(s) Base sheet Ro& Cover (Note 15) MOP No. Type Attach Base Fasteners Attach eax Ply Cap Ply (PA Polyglass Elastobase, Polyglass OMG Flat Bottom Plates Min. 19/32-inch One or more layers, Prelim. Elartobase Poly, Polyglass G2 Base, (square) with Roofgrip 12-inch o.c. in al -Inch lap and 12- (Optional)One SBS-M, W-10 plywood max. airy combination Attached] CertalnTeed Glasbase, Firestone MB #14, Delifeat Hex with inch o.c. in two, equalyspaced, or more re BP-M SBSTA, .52.5 24--inch spans spa Base, JM Pannna-Ply 23, Tamko Glass Dekfast#14or TruFast staggered center rows or APP-TA APPdA Box or GAFGLAS#25 MP-3 with TrvFart HD Min. 19/32-inch One or more layers, Prelim. Polyglass Elasrobax or Polyglax Dekfast Hex with Dekfast 12-inch o.c. In 4-inch lap and 12- One or more SBS-SA, APP-M, W-11 plywood atch,pa mat any combination Attached Elartobax Poly with poly top surfacench rtMP-3 with #14axt spaced, staggered SBS-SA SBS-TAor -525' 24-inchs ans P TruFartHD HID center rows staggered center rows APP TA Min. 19/32-inch One or more layers, Prelim. Polyglass Elartobase or Polyglass OMG Flat Bottom Plates 12-inch o.c. in 4-inch lap and 12- (Optiona))One SBS-M, W-12 plywood at max. anycombination Attached Elastobase Poly (square) with Roofgrip#12 inch.. <. intwo,e uall spaced, or more P-M SABS-TA, -60.0 24-inchspanz staggered center awsy orAP-TA W-13 Min. 19/32-inch at max. One ormore layers, Prelim. Polyglax Elartobase or Polyglasz OMG Flat Bottom Plates 12-inch o.c. in 4-inch lap and l2- Oneormore sgs-�' APP-SA, plywood 24-Inch spa any combination Attached Elartobax Poly with of to surface P Y P (square) with Roofgdp#12 inch o.c. in two, equally spaced, 5BS-SA SBS-TAor -W.0• ns staggered center re. APP-TA Exterior Research and Design, LLD. d/b/a TrinRVj ERD Evaluation Report A42970.30.12-112 for FL16027-RI Certificate of Authorization 119503 6'"EDITION (2012) FBC NON-RVHZ EVALUATION Revision 2: 09/25/2017 Preparedby. RobertNieminen,PE-59166 TRI-BUI IT Modified Bitumen Roof Systems; 1800)5163IQS Appendix 1, Page 6 of 26 ' - TABLEIE-1r W000DECKS—NEWCONSTRUCFIONox REROOF(TFAkAFf)r,. r� ` -' SYSTEMTYPE E',NON-INSULATED;MECHANICALLYATTACHEOBASESHEETBONOEDROOVCOVER System Base Sheet Reof Covcr(Not,15) MOP No. Deck(Note 1) Be. Fasteners Attach Base Ply Cap Ply (PA W-14 Min. 15/32-inch plywood at max. 24- Polyglass Elarobaze Simplex MAxx Cap 9--inch o.D. at 2-inch lapand l8-inch o.c intwo, O I BP-Mor ( P-TA SBS-AA SBS-TA 45.0• inch spans equaly spaced, staggered center rows APP-TA or APP-TA W-15 Min. 15/32-inch plywood at max. 24- Polyglass Elarobaze S plex MARRCap 9-Inch o.c. at 2-inch lap and l2-inch o.c in two, (Optional)SP-PA or SBS-AA, 585-TA -525 inch spans equally spaced, staggered ren[errowz APP-TA or APP-TA Min.19/32-inch Polyglass Elartobaze, Polyglass Elartobase (Optional) One or W-16 p4-inch at me.. Plasbasyglass G2Base, GertBass,) Teed 32 ga, reps three, o.c. lapandnter more BP-A4 or -60.0 24-inch spans Plly MB Bass, nna- with11-5/&inchdiametertin with llga. annular ring shank nails rosin equally spared, staggered center rows APP-TA TA,APP585- TA APP TA N,T,Firestone ply 28, Tame, Glass Base or GAFGLPS#]5 GARGL Min. 19/324rch PotyuclosePolywigTass seorPolopsu 1-5/8-inch diametertin naps o.c.in4-inchlap and Stinch p.c. in three, (Optional) One or SBS-SA,APP- W-17 plywood at max. Elaz[obase Poly [h Vwi poly top surface go.a with 11 go. annular ring shank nails with equallyspared, staggered center rows equally -SA or 5A,S85-TA ar -60.0 24-inch spans Amom PP -TA qpp-TA APP-TA W-18 Min. 15/32-incM1 plywood at max. 24- PoWlass Elartobaze Simplex MA%RCap &Inch o.c. at 2-Inch apart! 6-inch o.c. in two, (Optional)BP-AA or SBSAASB TA -90.0 inch spans equally spaced, staggered! center rows APP-TA or APP-TA Min. 19/32-inch PotygUssElartpbaseorPolyglass 32 go, 1-5/8-inch diameter naps 4-Inch o.c.in4-Inch lap and 4-inch o.c. in fault (Optional) One or SBS-SA,APP- W-19 plywood at max. Elastobaze Polywith polytop surface with 11 ga. annular ring shank nails. equally spaced, staggered center news more5B5-SA or SASB9-TA or -9].5 24-inch -inchspans APP-TA APP-TA WQO Min. incM1 ptyweodpd at a[max. 24- Polyglass Elartobaze Wales MA%%Cap &inch o.c at 2-inch lay and&inch o.c. in three, (Optional)BP-AA or SM-AA, 59.5-TA -105.0 rich spans equally spaced, staggered center rows APP-TA .,MP -TA Min. 19/32-inch Potyglass Elartobaze or Polyglass caps 6-Inch o.c.in4-inchlap and in four, (Optional) One or SBS-AA,TA W-21 Plywood max. Elartobaze Poly go.ann<hdiametertik with lS go. annular drag shank nails with rater ro.c. equally spaced, staggered center rows more BP -AA or TA APP TA -112.5 puat 24--inch spans APP-TA Miwood 32 ga.,1-5/&inch diametertin raps - $BS-SA,APP- W-22 Cinch plywood at max. PptyglassElartywithprPolyglasz with .annularring shank nails. Finch ce.4-inchtagered (Optional)One or SA, SBS-TAor -112.5 24-inchspans Elartobaze Poly poly top surface fe; Tin be primed with Note: center nosinfour, equally spaced, staggered center rows more APP-TA qpp TA D41prsareto ASTM D41 primer. Exterior Research and Design, LLC. d/b/a TrWtylERD Evaluation Report A429]0.10.12-R2for FL16027-RZ Certificate of Authorization #9503 6' EDITION (2017) FBC NON-WHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Niernmen, PE-59166 TRI4I1JILT Modified Shuman Roof Systems, (SM) 51&1485 Appendix 1, Page ] of 26 ,J TPJNITYIERD - TABLEIE-2: WOODDECKS=NEWCONSiRULT10N, RER00F(Tenrt-0FF)on R[covm SYSTEM TYPE E.'NON-INSULATED, MECHANICALLYATTACHEDBASESHEET, BONDED ROOFCOVEII =" "- V System Do&(Note 1) I Base Sheet i Roof Cover to 15) MDP No. Base Fasteners Attach Base Ply up Ply IPA Min. 19/32-inch Polyglass Elartobase, Polyglass Elartobase Poly. Polyglass G2 Base, CertainTeed OMG Flat Bottom Plates(square) with 12-inch o.c. In4-inch lap and 11-inch (Optional) One or W-1 p4-inch Plly MBBor Roo fgrip#14,Dekfast HexwRh Dekfast#14 o.c.intwo,equallyspaced,ataMemd more BP-M or SEISM, SBS- -52.5 pamax. 24-inch spans 28,s;,Firestone ply 28, Tamkq Glass Base or WFGLAS#TS GAF IAS #7 °rTruest MP-3 with TruFazt HD center rows APP-TA TA, APP-TA W-2 Min. 19/32-inch plywood at max Polyglass Elasob orgy Hex hDekfas[pl4 ortmFart MP- 12-inch o.c. in 4-inch lap and 11-inch One or more SB$- SBS-SA,APP. Elazobase Poly wdh poly top surtace with top surface 3wDelfaztruFa 3wrth TruFast HD st oc in two, equally spaced, staggered SA SA SBS-TA or -52.5' 24-inchs pans center rows APP-TA W-3 Min. 19/32-inch at max. p°Mass Elartobase Or Polyglass OMG Flat Bottom Plates (square) with 12-inch o.c. in flinch lap and 12-inch (Optional) One or 5B5-AA Elastobace PolyRoo rip#12 in two, equally spaced, staggered more BP-M or TA, APP-TA -60.0 2l iobspaod 2Minch spans center rows APP-TA W-4 Min. 19/32-inch plywood at max. Pll oygass Elartobase or Polyglass OMG Flat Plates (square) 12-inch o.c. in"nch lap and 12-inch One or more SBS APP- SBS-SA,-TA Elartobase Poly with Poly top surface Roofgrip#12 o.c. in two, equally spaced, staggered SA SA, 585 or -60.0- 24-inch spans enter rows APP-TA TAHIF SF: WOODDECKt'-NEW CON571LUCFIDN'dBREROOF(TGe-0F[),'","..:. ..•-, - -i", ,.'. '• SYSTEMTYPEF: NON-INSULATEDaBONDEOR00FCOVER t,g - ., .�'. System Deck Primer Roof Cover (Note 15) MOP Joint Treatment Base Ply PIY 6p Ply No. (Pall WS Min. 15/32-inch plywood (Optional) ASTM D41 None SBSSA SBAPP-APP-SA,SBS-TA 50.0 a[ max. spans APPuonal)SBS-SAor W 6 Min. 15/32-inch plywood (Optional) ASTM D41 Plywood joints are covered with 4-inch wide strips of TrlBuilt SA TnBuilt SA SBS Base I (ODtional)SBS-SAor 5B5-SA, APP-SA, SBS-TA at max. 24-inch spans SBS Base, mlled into place to create continuous bond. APP-TA or APP-TA -97.5 Exterior Research and Design, LLC d/b/a Trinity l ERD Evaluation Report A42970.10.12-R2 for FL16027-112 Certificate of Authorization 89503 Sn'EDDION (2017) FBC NOWHVHZ EVALUATION Revision 2:09/25/2011 Prepared by: Robert Nieminen, PE-59166 TRI-BUILTMod#led Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 8 of 26