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Plans (39) : T • r .__...__._. GENERAL NOTES 3f Ar. flmm ..N w NO.LIMO HERE APPLY TO 015611.w C O .1110N • w• i TO NB man..MAYAS Nom ON THE OM.ORM. • �h • �x�mCON..o�N N �N= = .E�. WnN.ED NOTES ON Ko RR D�RDn�EDDHNr Health • ' 1p (a`_..Iy... ....... ......... -.-: .. .......�.._ �$ T- '. 5. P O+N E V.ME LATEST EDITORS, 1 lr� ^ -... ... .I RMS.NAMENDMENTS,qi UPPP..TS OF APR..STAN., 0.NANCES,CODES OR• - » STATE,AND LOCAL ANngRO ES HAWK JURISDICTION x EFFECT PN ME DATE BIOS NF -____- - - - __�_,___ _ RFL � MA�F nE -- ax ME wuMxc 7358 SW DURHAM ROAD • • p ! • �_£ uSNEO BY AE. PORTLAND,OR 9]224 I - II I EMEN ON"Or NOGIF➢ Z r ° .' xD 6P E�nD6 � K II• • oE�O SLE=µ LSE=„ R E R MAME E STATEMB�NSHALLm �DY PA RIR RIM R /�'� 1EEBy Milg�;��� 5111111 fsp- ffn 0 '1/ ��" • I ` '-- � i —• 18.. ALL DUCT LESS NO.OMERWISE �McnrsorRuciuRu DRAWN.Em ErxrBE OF 2.PRESSURE CLASS, xLoanax OF ROOF-TOP �R'p' TMA , ib \'.� tl• O �� raill Mr © AAcrirECTOFPtcan 4 _ _ PRO0N R"ENINV ANOSExHNOLSr RBOW51aER�LVDWHFN IMATED"Ox Q] J ^ ~ - hMMMIIIIIIIIIIIIM= IMMIIMII ��I _ = � O S.,IN ARE NEE FREE AREA. • yl�,._ _ _ n ( wWa FMM SHALL BER SHED COUNTER R N A WATERPROOF MANNER. ALL VENTS, AIL ! p� FO"UPUTNSEISMIC�MAxT ON ALL N W DDG N RIP" Ay �'� © RASHED w�e.tiBrrarr. =G sll� 1111 i✓ II� j �� eVEST ,j NOTES EBYSYMBOL O "�>r ,._ t LI• « .-�' it �,,� ! nJ [ II r!..AH2 RELOCATE MISTING SUPPLY MLLE. a �; �y y so 1 ; 4kK i)U.i: /F� ._._._. O I I m REa�T:PR CONSULTANT (� t : I ! 3.IMO BE AwwwlNT THERMOSTAT N r i pSaMRWTPUNIT TGRN"W. \ N , f B R �R NT PIPING ro a PLY DUa ro a"N ACnR s "� OAnB R DE ELOPE TRACTOR TO MT Dasomo I9 .. SUS..Mw sMBCMRE ABOVE MM THREADED Raps Are L.A.ISOLATORS. NCE 09 INTACT DUCT ENROL.ROOF MM . - GOOSLRECC AND MRO SMEN.SEAL HOOF P.EMAN.YEAMFR T.T AND MAW.29-0.9.EN INT.ANO BUNING MBING .TS.SF ARROW SHALL BE MEC.TON..ECU-1 RETURN u.P E. • E II.3/4. RNDU ENIT PIDUJ EOR E%ACTDULOCAnGRROENSATE RMP 10 HUB DRAW AT I 1 FIRST FLOOR PLAN - DEMOLITION © 2 ENLARGED CLEAN ROOM & ANTE ROOM PLAN - NEW WORK 0 OW SEAL M-1.1 SCALE:1/M"-1'-O- RP"c BETA.N-R MI ECUM.PIPING 11.962.11.962.ROOF g .ALL.ALL9 DIROUGH awe WTI C.W. w e s FIRE SPRINKLER NOTES CLEAN ROOM SUITE — VENTILATION I.d L I. SHALLSHALL CONTACT f' RE524584/09044 A o RFPANE rRxa2ER RAxs,"'T CLEAN RaRD. (z(2602.218 au/s-)«(3 55.IO axAR8562)-15 au REVISIONS: ga ANN rtclAEx05555 0FPRECORD 005 GAG NEE..CEP. RED:DRIP 2.am 03/91«(0 PPL.Lo C8/PERs96-RB aN g Ru450 450 2.I. FROMM COVER.PER NEPA 9 REQUIREMENTS. REQUIRED Pr----1 I I I I I I I I 1----1 ". 12 �E � STOTAL Na:PRBED-OOCFP CALM09ARO 0E9954148AN REQUIREMENTS. NECTIONS AND APPROVALS '1 4. Jj Jf Jj .1' a 2.3 PRO.FRE STOPPING AT W.PENETRATOR,REAR TO AR.ITECMRAL PLANS FOR 6 5 T.UL 06..0 SPRINNER TYPE MM GAWLERo CO.IN CLEAN ROOM. CLEAN ROOM SUITE - SEQUENCE OF OPERATIONS .. . EESSED SP..,TWES M Ill AREAS MTH Ewswo CCUNGS MO FOR OJT 2.N. u."TO ARAN .AL.LLECCTIO COUNG P.,"MECEaMICAL PLAN,uw>o 9 I.ECU-I AND s-I..RUx.TNUwsY. EtC.EOM COOK NA�nM AND PLA EEIT OF SPRWM.HEADS MD PIPING.LIGHTING M,LL 1 11 YSKINNER HEADS THAT SAE LOCATED IN THE/COURT.PANELS a ME a UNG RD NF"A C GOO. MH2 F THERMOSTAT),UNIT G Ma w M STAGE THE CLEAN ANTE .ALL BE IN TIE OF THE PAN.TI9 _ aN.MEI94054RHED MMA 5 R.BPMRE E GCT. ROOM ROOM _ °0 82E69 ME COL.MO 3 NG(BY ME SAS MFRMGSTAn.UW MODULATE rE S HE ME LOCA.Or ME RL"fADsuar.LOCAL MO ME osis GALL HEA5NG To WA.RCO9112928 66 M>W5T0 "N DRAWING BY: 2 E0. An NMCOM. L,618 7 TO 2Au CP 050im EIRE �c.ASSOC.. Loo Cn o.A DATE: MARCH IJ.]01O FEaIa.an ll M0.aAALwucaRSLm¢2raR x0¢. u FM MNuwann.na WHEN ME 9N ROOM SPACE HMIOTY9.R 1.MF 635905 508ILL(AcdEAS it 3 5 19. AL FLECPA09 C 141 REM.FOR EACH ETRE OE5Cn0N SYSTEM VOTE c2028 Al. �"�FO BY 039045ME 022/50 WOE(ammo Mf 0oA15 o NEAT cat.)TO 24800/ E��-� JOB NUMBER: 2016385.50 SPACE HUMptt BELOW SEMUNT. ESOP fA.I Ax¢.COpmTO EN.RE PROPER OP... x Tn rex ARE"AL.COWO RACTOR acaMPA:MM -dM F-_._ 9 15520 09-512 -y. PRE: g DEMOLITION AND NEW DW F 2 705 91NNN�m FLOW SM.AND.Ro aSPRIN9ER TM.531601.ST PER EACH fe.RIR SMWNCER SYS.AND INSTALL. } WORK MECHANICAL PLANS 9 g, NOT CURAF.Rrtr PROVIDED. BURHWO wA'T 6HEET NUMBER. a1V - 1 . 1 3 CLEAN ROOM AIRFLOW DIAGRAM 14 M-1.1 NTS COMMENTS: Liebert MC Nomenclature Liebert MC Nomenclature Model Number—Part 1/2 Model Details Part 2/2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 M C M 0 4 0 E 1 A D 0 A 0 V U 0 0 0 0 0 0 * * * * rcTc L. 055 t y p r 1-2. Unit Family; MC=Microchannel Condenser 11.Coil Coating 3. Platform Size 0=None S=Small E_ E-Coat(Epoxy) M=Medium 12. Panel Material L=Large A= Bright Aluminum 4-6. Nominal Condenser Capacity, kW 13.Connection Pipe Unit of Measurement 028, 056, 040,055,080, 110, 160, 165,220 0=Inches(Std.ACR Copper) Example: 040=40kW @ 95°F(35°C)&27°R(15°K)ITD 14. Legs Included 7.Control/Fan Type V= 18"Tall Legs(Std.) E=Premium&EC Fan X=36"Tall Legs with Bracing 8.Refrigerant Circuits/System Refrigerant type Y=48"Tall Legs with Bracing 1 =Single Refrigerant Circuit, R-410A Z=60"Tall Legs with Bracing 2=Dual Refrigerant Circuit, R-410A 15.Agency Certification 7=Single Refrigerant Circuit, R-407C, R-22 U =CSA Listed, Marked with CSA c-us logo 1 =IBC/OSHPD Seismic Certification, 8=Dual Refrigerant Circuit, R-407C, R-22 IBC/FBC Wind Load Certification and IBC Snow Load Certification. 9. Power Supply 16. Undefined -Reserved for Future Use A=460V/3ph/60Hz 17. Liebert Lee-Tempi" Configuration B=575V/3ph/60Hz 0= No Receiver Leg/Software Y=208/230V/3ph/60Hz 1 =Liebert Lee-Temp Receiver Leg/Software 2=380V/3ph/60Hz 2= Liebert DSE Receiver Leg/Software 10. Packaging 18-21. Undefined -Reserved For Future Use D=Domestic, Non-Stackable(Horizontal Airflow Orientation) 22-25. Factory Configuration Number E=Export Crating-Non-Stackable(Horizontal Airflow Orientation) Liebert Me User Manual 4 Site Preparation Table 2-3 Condenser and option net weights—Medium condensers Condenser Model MCM040 MCM080 MCM160 Refrigeration Circuits 1 1 2 2 Condenser Dry 18"Leg 231 (105) 441 (200) 441 (200) 860(390) Weight, lb(kg) 36"Leg 363(165) 590(268) 590(268) 1066(484) 48"Leg 395(179) 622(282) 622(282) 1114(505) 60"Leg 426(193) 653(296) 653(296) 1160(526) Additional Weight for Options, lb(kg) Liebert Lee-Temp 55(25) 100(45) 110(50) 220(100) Liebert DSE Receiver DA050 — 44(20) — — Liebert DSE Receiver DA080/085 — — — 88(40) Liebert DSE Receiver DA125/150/165 — — — 184(83) Coated Coil 5(2) 10(5) 10(5) 20(9) 575V 52(24) 63(29) 63(29) 76(34) Seismic/Wind Bracing, 18-in. legs 40(18) 40(18) 40(18) 57(26) Table 2-4 Condenser and option net weights—Large condensers Condenser Model MCL055 MCL110 MCL165 MCL220 Refrigeration Circuits 1 1 2 1 1 2 Condenser Dry 18"Leg 344(156) 602(273) 602(273) 891 (404) 1186(538) 1186(538) Weight, lb(kg) 36" Leg '486(220) 766(347) 766(347) 1136(515) 1453(659) 1453(659) 48" Leg 518(235) 798(362) 798(362) 1184(537) 1501 (681) 1501 (681) 60"Leg 549(249) 829(376) 829(376) 1230(558) 1547(702) 1547(702) Additional Weight for Options, lb(kg) Liebert Lee-Temp 60(27) 115(52) 120(54) 175(79) 215(98) 240(109) Liebert DSE Receiver DA050 — 45(20) — 45(20) — — Liebert DSE Receiver DA080/085 — 45(20) 90(41) — 45(20) 90(41) Liebert DSE Receiver DA125/150/165 — 94(43) 188(85) 94(43) 94(43) 188(85) Coated Coil 8(4) 16(7) 16(7) 24(11) 32(15) 32(15) 575V 79(36 90(41) 90(41) 132(60) 134(61) 134(61) Seismic/VVind Bracing, 18-in. legs 40 18 40(18) 40(18) 57(26) 57(26) 57(26) 11 Liebert MC- User Manual Site Preparation Figure 2-1 Condenser planning dimensional data—MCS028, MCM040 and MCL055 '1 -. 575V Opt on 575V Option 1* alki i8,...."-s TOP • OF e •••.,•:„0,, FAN GUARD QS,- - ,billi 0i - A" A I �„��� P Lee-Tem Receiver C Entering Hot Gas and D Leaving Liquid Piping 171 A II .�1. "r o Main -- 9. Anchor Electric M L K ®1 Plan Box End � — _ 6 VZ Ref. 1 165mm) 151/4" K Left Side of Unit y 1387mm) (33 m) Front View(Lee-Temp Shown) 13/16" Typ. 1 7/8" (21mm) r(48mm) Typ. + Typ. 7" I t Note: l 178n1m) 1. Emerson recommends a clearance of T1 p\ / 36"(915mm)on each side for proper \ / operation and component access. / \Cross Bracing required for legs longer DETAIL A 1/2"(13mm)X 1"(25411m) than 18"(457.2mm).Quantity varies Typical all legs Otxound Typ. per model&options selected. DPN003436 Rev.0 Cabinet Dimensions in.(mm) Liebert A* Model No. A (575V only) C D K L M MCS028 50-5/8(1287) 58-7/8(1495) 44-1/8(1120) 42-1/2(1080) 42-1/2(1080) 40-7/8(1038) 35-7/8(910) MC 0 57- /16453)c1453) ,65-3/8(1661) __,48,112191 . 46- /1. .. .7 .. '•___y .: /;L1127_) 39-5/16(999) MCL055 68 1727 56(1422) 54- /8 L1381) 5-,12114101 53-78(1368)_ 48-3/4 1238 Leg-height Dimensions in.(mm) All Models F 18(457) 36(914) 48(1219) 60(1524) MCS028 G 31-5/8(803) 49-5/8(1260) 61-5/8(1565) 73-5/8(1870) MCM040 H 39-5/8(1006 57-5/8(1464) 69-5/8(1768) 81-5/8(2073) G 35-7/8(911) 53-7/8(1368) 65-7/8(1673) 77-7/8(1978) MCL055 H 43-5/8(1108) 61-5/8(1565) 73-5/8(1870) 85-5/8(2175) Source:DPN003436,Rev.0 Liebert5 MC"" User Manual 12 GENERAL SHEET NOTES .........__... _......... IPI �......_ ......._. 1- ----......y� ...___ wrxhuexcuam'a.>anec"PwsaarsSE ionnmia Ana, I 70 q . VS IS MM ,MN �aOf Health CRESTRUO.COMM. TONAE - - - - - - - - - 1 VAC � oTATCPE RoErarR.M�rxn�xaax AND PA.DOW ONa.moms ANE CONSTRICTION TO CONDOM CO SO ONES.NOES NO ONCAL ALS CO� ------ +I�. r - " Mn e a m,a r rae No mrmx 88T DURHAMW Mconn -�--.P� ,..,_Y....-.r=�,.r= -�z-._..._... -- -�0 L_ 070000.�oaoWo9� i(:�:x ar,�"." a7oRnnNo.x+97224 u -14 A 3/"x14Y"GLB . 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MECI o s w Ma TI9r ME 9E.D RECWE FAMILIAR LAIN MF�e DInaS DETAIL ROCK..ARD ERECT STRUCTURAL W.N ACCORDANCE TIM ME 20 NATIONAL „G S�e Health ] F.OMDR9.5 AND CURLS NOT SINN...TO AROVTECNRAL DRAWN.. DE9a.011.1ION F.NOW CONSTRUCTION. . ,./. ,/,, G�;4,e / sua CONSTRICT.PROrmwES ARE ME S. G uaR 2.4 AND LAMP MALI BE SPRUCE-PINE-FIR R0.2 CRAM USED ATA CONCRETE INFO.i0 MATCH G SUB-BASE TssaMeuA°OxDEME nm rAc SAFETY APO u rm87 a CONTENT s Tn TIM THE FOLLOW.MINIMUM AuoweaE smEssEs sSTING w.z 9 THICKNESSWWF ceN "n, 15 P9 SW VW.ONER M000csETE CENTERED. moscx $R71EMll�t HONG f ME E IMORKMO WI ETN..RELATED m DRUPES. ME.,OUR RAL «(PARS m.lRl=T CONCRETE LAPON R• 8TC sw UA131 Aono TEMPORARY UCT.E. WET Of EDT AMElS WBONOS,9..S. AND SM.BE COIGN.BY E- T. .aN PM Rw RM 5/VAPOR TNG VAPOR RETARDER. 7354 SWD,OR 97224 • CONSTRUCT.MS ME CONTRACTOR'S PE9'.�MSBur ME CONTRACT.. NOTE➢OINENwSE.CONNECTIONS MALL BE MADE Pm ME MECMYENDED 0ASTENxa TAPE SEWS 5 MES rtutryR 91011 INFER On AR nCEDNNPQ AVICAI,auvANc,.ETFCT la ItIDAI G,IN REFERENCED MUM CODE.STAPLES NOT PERMITTED F.FASTEN.ARA RAM NOTE PROACITITS un ENCNING vni orrvER D IP NES E� S[.mER NW9YEFPNc RIDS MX INERTS AND OFPRESM.S ALL WOOD IN C.ACT TIM CONCRETE OR 1109.110 SHALL Y PRESERVATIVE TREATED AND MEET ME 2.NEVA CONCRETE r0 EE CL AND FLUSHO WMN ADJACEMD200CRE0E. OHLTw$T® 6. M N00,0 S 51 EL AL ROUTING.AlxOS. CONNECTIONS IO/I1wW01 PRESERVATIVE TREATED IOW 91011 BE STAINLESS SRE OR HOT 1 TYPICAL SLAB TRENCH REPAIR DETAIL • 1.WILDING OND a9.LADES UER STIED CALVANsmuWO, SIPS.STR.O-TE COMPANY 5-0.1 SCARE:J/s'-t'-00 A. SO2 INTERMAT.a BULBI.COOS ,yD xSPON� fAR"S�ENED Pm ERE YAVnori CONNECT.UACNRRBF S FEEACTURED BY C.uFWAR.i ARCHITECT OF FECOPID xsc AD AVD IESIsrANa g.T,T YM.(111„Emn.7.asc-Ns(2OOD),asc R. 115-SSI,01st JAI-IO ANO CODE BE STANDURO PRACPa. RFWWON}D tn'TP SH C AM -STRUCTURAL YELPING CCOE-S.L REINFORCED.CRETE M.N 91.BE IN ACCOMANCE!M ME'BUUOING NDE RE.RMmTS D. SI RECOMMENDED C.OF SIMHBAID PRACTICE FOR SRR J:STs ANO JOIST ORDERS. F.REINFORCED 0..TE•00 118-01 C.PLY TIM ASM EDA,ACI JOT,SFEOFCA.FOR r 2O EDITION moSTRUCTURALR LB,."CRAG RA,'9EtlfCATONS FOP TOLERANCES F.t.RRETE CllNSRUCTIW 95'01.UµBESLANDND PRACTICE'. O EXIST. SLUE 00-501// 204 TO EXISTC2 . GMbilmbiadArditan x a9. LOAD AND OwS. sem, TE sNALI HALE A Yw1xuM m Dwr c..ESMLF smexcm Pcl As `NAIISN! .o.c.u END Psoh a D.Lp no.s,A.AMa ,pvosem.unsemsawn DO LOADS 20 PSE DWCAST-=' B.OR 5 59 EXIST.SIMPSGLD EPPS.c1 ROY DNS .00 45 B.LAND LOWS: CON.TE SHALL BE NORMAL COAT.CRETE(150 PCF)VAIN MIENT CONFORM.10 ASTM ca .tar: EED T.t« NDMPN, _65 MPR 10 All TIT,I. BENEVI Cf 0 DR'm„"R110slurCONF""1NG10A5MA619 X° 2 TYPICAL ROOF OPENING DETAIL HERMPPRESSURE L(CCP): WM NA C.SNOW 10045 INPORTARCE FA 0CYO TIRE EETS AND BSTR..ON RENECRONG CONFORM TO ASTN AIRS MAO BE NRMYFD N Mr S-0.0 SCALE:3/4•-1'-W TO TIORIM FACTOR (OOT7): AGGREGATE MAL CONFORM r0 ASIA C15 FCP xmuu WNW.01EE - UNIT ATTACHMENT MOND NOW O (PG) REMOVE WS.SJR!MERE NEW UTILITIES ALE TO BE INSTALLED.COORDINATE CURS RV MANUFACTURER HONRER FL,ROB NOW Ob(PI) IO PE LOCA.OF WOW!M on.OSCIP RIES IEPL.MAE PER aura AAs2.0 T�M/a'N x2.5"LONG SCREWEX.PLYWOOD O 6" SHEATHING 0,C STAGGER D SD..sMAPPED SPECTRAL A.L FOR SNORT PERMS=0.9097 ppbµAIFRMAn. SI MAPPED VOLTA.(�mJ.! Fan 1_Ec.O PER._0,183 Ae. HOG HOP om OM `'J� FIVE-PERCENT DAMPED RIODS.o,�EEG. E.Y ANN AW _T DEVELOPER SSR.FRE-FOR PERCORT ENT DANKO PE6.SW,µECMa IEBON1 ACM TECTURAL JT. JOINT MR .1.a9.CATE..D TE Ev It:SONIC IMPORTANCE FAC..=I0 BEANO uEXIST.GIRDER- V SEISMIC BE SHEAR=OJ09T•WpP5 I2H u 52- 1.. 14.. MECHANICAL FAEND T IN PLACE MN, MINNUAI 1 COOL PEWNF0EIRTS uP CASH.JON NNOT TO OMINAL ALE vDmGWa00 05µEXSRGnD=RENTS NDWET BEUSED C.J. CONCRETE „IT IRVID3 TYPICAL RTU SUPPORT DETAIL E.WHEY WRONG CONDITIONS AVD MOISTENS PRIOR TO BEM.°10 OR FABRICATING BE CRP 5-01 SCAEr::3/w"-1'-0' MER.NOTIFY AW OF DIS EPANDES BEFORE PROC..TIM ANY PRAY OF NOM. P. PRESSURE s.NT.,,CP..,,SEE.,FPIMMES DEPRESSIONS, C.0, ATE REFERENCE TREATED C.PAot AND WAILLATIOmPFHacs . DIAMETER SECT. SECTION AY O.00 NOT SCALE CRATING.FOR ME PURPOSE OF ESTI...OMMSIONS µgar BOLT 911. NNROARI E.DUALSCM ME L!ABRBOTTHAT AL ARE DETAILS.WE DRAP MBAR TORLY TO MOSE Mnan.0 WDEN EEax TURA. WIENER.NOT DUN.LLE REFERENCED AT EACH LOCA. ECU 011 NOMDETAILS APPLY 0FUCTS AWARDING APPOCAaury a•TmcAL DEM, LLW.A`W STRICT smU E� ERE CONTRACT RISsm RISINE ECR TMEsMEEAPNS AND METH.MIMEO STRUCTURE.SMa FIRMEDW P ANSMc. ///�•��� iii fff AY R S REWIRED r0 PROTECT ME SsTRUCTURE.1011M ANO OTHER PERSONS npp(ED) 1 MESS°THERMM.NOM YY}.W�. w��.A ��/" ALL UCURING SMUETION,INCLF.BRACING.SNORING FOR CONSTRUCT.EWNENT, WxOwn t`V W �r -Vl�- `- 5 A x MN YasaaxG S.T.a RETORTING wars AND GALVui W JFi ERR .ARYWJ PORTS AAGSMREWIIRREED.PLY TIM APPUCAaE TEWRENE.a Mri c�.E REVISIONS: BR, TOTICAL 6ncn.AT ME ORE C. ED s ARCHITECTURAL WW TIE FRAMING N._OR TM µ .2 DRI2 WWF MELDTIONATED VIRE F�R v� �� C'-{� G ONDE FECNFR REQUIRED OPTII.WEINER MOI TIED THE STRUCTURALCAL MANN..TRACTOR.NOT, MUTTONS FR.�o MORMON MOWN.TRE SMDCMRAL.MRCS MET BE PR REMERnxC TE CHANGES. Ni _ l Z.C.i " MECHANICAL DRAWN.ANY CHANGES 1'n PPE SSPE`OR x Mem SHORN RREM Of ct�,t 6M 1 E �('C`/ g MAINE MA WREPORTED TO ME AROUTECT FOR NiITCATI.OF ME r:..../- V B v Arrows PTI.TO ME PLACEMENT OF LAW EWwuwE. ` 1 b CHR M C 0 DRAWN.FOR MATS NOT SP.IND FOR EMU LWA 5 �jlG �d t i�lC -W r OF ALL SLAB DEPIESMONS.m TRACT. .PANE ME SMUCNPµRW ROMICTTIDMOR TO CARO..OR ST NCRE REPORTANY MEMBERS TO THE Y Y ,�- 3 ft� 9 �i-�e.r. �1 —1 ewe DRAWING B. 8 X4.1 DATE: MARCH TJ,2012 g �A S\ c^�y�-A.-`�4V� JOB NUMBER: 20T 6285.50 W L ��'T„NG,J't-V_ TIRE: NERAL '� • �a\� /� &GEYPICAL DETAILS ES S5 w ` �V� � SHEER NUMBER, la 6eD0000005'. L-_—o