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HomeMy WebLinkAboutPL2013-28 PLANS. L6�d3At11xiV . STAGING AREA " I i AREA — �� I ' / MAO1. LEST I OLSC. it LABORATORY BUILDING li 2 STORY I II II I II I 1p01DruLn> I I uwuT CONSTRUCTION � RRE�ULALEBEL-m'"F�a cEu� (� — — CI ti j �L ¢NERM NAMINI�° MM STE,M MINECONFORM ) STUDS WHO BEM EM PMCTICES MUMPS) SPEc"`�P01UssD mnMARONM arc 7 DIAMOND BAR mwWAT R AND mMUCTUR s TO INCORPORATE ALL � — ", �E I � EIIxiMcu' c°xwn I"Ro w<;Ew �> I tm x an wF TTIANK. AND wASR it01 FErt WAIL FO°a TA,Cx wN1 PF+e B10RABE Ir— I O(2)4SHURGHBOARD iCONRUCTORSTO K REMONED 1 112' EMT 21 NNRUW EM DRUM I I (E)wwY TRANA"IOWI �J () u,r _ K � KK I O1 SITE PLAN 5WEx15 L SS 9 (E)BATTERY cKIB"S STORAGE M B n (7w MLM ro1xEM-wA�D1`—E���� NITROGOEuTIES YARD ©�rFE"Ia<E��m �� o.,u � o. " 3 nP'cALd— o / 2F (NIP REM.U°"T°n°EL x40mLL mm m OwMD T �DE W� - -_-_-N c°a - _ ----PunoRM - -- NX MINUT W)RI& GUS (E)LAB BUILDING wS I ©3 �LE,��_,�_FUEL CELL ENCLOSURE LAYOUT p (E)BATTERY STORAGE YARD (E)LAB BUILDING � ©4 GENERAL SLAB WORK 2 V�K:IN MAP & ARULL VIEW x15 (E)M[EWALK , WH O .,._ A GENERAL NOTES: `mcAv�nxxMR PLENUM WORK CONTATTIF watt Laanxc SOURCE PRIOR CONRMCTOR Is RESPONSE E FOR COORDINATOR AN ALL OTHER 511E SCIPLINFS BKLUMM BUT NOT III TO TRADES ASSOCIATED WIN WATER GEW'FR AVD CAS INSTPWnONS. 5 rxrzR TG smuCTURAL SLAB PLAN sln FOR EXACT sue DIMENSIONS, MET WWN Y AGENT OF OWNER FOUND mmm m FRaM-SRE DAMAGE INSPECT DEVELOPMENT ro REM IIMMEDIATELY w BEDR u � PPEEi FINTON a`si A`NcwEi BETWE'E"IS N MEE'� F" Bt ME CDWlNb OR MULL eE BROUGHT TO ME ATTENTION OF ME Gwxw's uun. T CEll�CONRD OF R5 COMPPONNEE CV NTS KS A SYSTEM AWL NOT CONMeNE TO THE nME WIET'AL OF IAT W OOOO N NOW ].GOEAM OPmtt OBOJE 55 BBA WRRIG B. mLL ELL x °��a� ER CEP ORRE O ME HHu = KEYR NOTES: O NDR m TM RICKS MUST HAVE MPROPRNIE NFPA J01 PLNURDS 2 'NO SMCM NC' SION NOX BOX TEAT MEMS LOLL HUMER nON s ME PnMnox r µo SAND ONE KNOX BDK FOR SM MCEss. SURFACE MnTCIPNG KEY TO FULL CELL ENCLOSURE H n wMN MIT KNOX mX ANR SWN,GE A5 RE°GRED �x wMRODE MEAShMES IN HATCHED JAM AREA R RINABLE PE CmST N M . IN CR°� 2 ° N ON TO REUSE ALE GR E EMENTS OF ME EXUWHG CHNN Im REa1Rm W EA W N N� FOWM °;,� INSIDE GWMNED AR� BUCKET AT F. t WALL .o�snTEM Ix WIROOM. MUNKeROMAF5-2GR RMEPI IE FOR IxuxsxaroRF"0mxm°LOSES HOME PANEL. REFER TO MECWKA WCU w PERMIT MSTaun°N GF Nz BOMF �K, SHEET�I VEXPLAN ILL 6 ;Ew OFMC TON PLAN A D ETAM s, o rourun°RkTION vI LEGENDS. AND SPEDIF,cMONS uEFLUX m NNET �mLAN s � � Av0 DEruEt NO IC axEu [MDMCTRAu. CODE 0 MIIIOING: U SFANDAMIS NIMIN51M1gN IRMUL Rt� L<C101 COFOxNu BINIpNG mCL' FlUAOWc:R NN SING °E ElEROT. C00MOE (DOOBUIONG EMRDY XTRUcrimur A.ccENsi0lu,r. 2010 TITLE 2x AMESSIeILm SUNGARI IJL PROJECT INFORMATION MAJORAMER oD a. 21BUS Po� oIFAMD D BEN a SCOPE OF WORK uoLcMom SIc�"�EsAB,MM'ENGDEA pfCiglC4 0 W LNES TO ENE MEL c¢LL AND RE ME aF PLUMBxG su ] FAMM. WILL BE OPERATING IN RUNS ONLY. TIMING RID, AND WILL ALTO PRI HIGH IM xEam mTO WE SnVIRD Flit",MAVIN OR wIu eE oDunmam wllxw R ROJECT. Im'm PROJECTHE LU P DIRECTORY e P,L RB°Ras D2- m PAL �-K2rTON my CONI UTCN°PVMA�M965 GAS ORNIA GAS m. Px. e50-Tz2-zos2 QM BES`w51JI 0B 80-2,51 EX<. #160 � ti s 3 j E �I as � 5 a a� O z ?C W s �Z o_ scuE ED�BY x5e� S�EA1.0 C91E PRE RBCX MEDH. PN �fFNCE�� mWtFmMcOWMN SNEtt kNO$MOMNG ZO ROWNG 6,TE GN Nl-��.SGEDUAL 1 CHAIN LINK FENCE DETAILS suvExrs 2 REMOVABLE CHAIN LINK FENCE SECTION T wnsx smPm i• Y MOM PA SRE WOPo( a GR E POLNUKRON NOM VERP maRON OF UNDERGROUND m� PERS ARE PNa OF MURK MGILN. 3 PIPE BOLLARD SALEMIS sENNNr cERxrw�Mxc sEmm i• 4 RNSH PkMQ N snE RORK s/M• DUMTm ,NNf DOLT MnN Na N• RPE s D,RD N ,-D• INDDM -U CONCRETE � .� MOON OF UNDERGNOUW (. REEORE OBWNG mR UNlLP - BUMPERS IRE W aI aul0 0 WqU. 4 REMOVABLE PIPE BOLLARD t w" A� } s s g �j U 5w CNECNED BY: JON GDRNN � PLOT PUN Esue iru s¢E: za•xaD• sNEcr A1.1 �. ,w�. ,_ . a3f IF OETAII VIEW P SCALES NONE DIAMETER SIZES ARE ENCLOSURE PANEL OPENINGS ONLY, CONNECTION SIZES WITHIN MAY VARY 3% FUSE END Y-llA7' GRID INDEPENDENT(GI) CONNECTIONS SEE NOTE 7 GRID CONNECTION(GC) - POWER CONDUIT LOCATION. TYPICAL PUNCHOUT LOCATION(COOR➢INATED I FIELD) SEE NOTE 7 GRID ➢ISCONNECT SWITCH ® ➢ETA L Vqj. SEE NOTE 5 2 1-90 IEW D 1,14' AIR CONDITIONER q —e- 2 EXTERNAL —1D-3 ISHUTDOWN 8 BUTTON(ESB) SIDE VIEW PLAN VIEW DETAIL VIEW B DETAIL VIEW B EXHAUST BE IN FIE INSTALLED N FIELD SCALES NONE SIZES NOTE➢ FUR FI AND NI ARE ONCLUSURE OPENINGS MIN ONLY DETAIL - FI(03') VIEW A �.. E1'-SA,tSEE OiE IJ) 3,_Ili. UNIT SEE ➢ETAIL VIEW A —2W-8' MAX INSTALLED ELEVATION VIEW A➢DITIONAI TIE ➢OWN POINTS RVAILABIE, IF REDUIRE➢. SEE NOTE 16. G EnuiPuf i�M,wo FsixucnmE p�oq Tam __....__.._.._SWING _��••• ���•• uuu• JPLAN VIEW�•4�J SCALE' NUNE SWING OUT DDDR LOCATION DOOR G2 5 _J. DOOR PANEL Gr-24 I PANEL VIEW E-E SWING OUT DOOR LOCATON NEED) PF0R �& FROM 19 S a 1 o�g@$ d G � aF U a2 m 2 yG W N °EO o <g } STRUCTURAL SPECIFICATIONS PART 1- GENERALNOTES 1.1 5ME AL NO pSi, SSOMExwisE NOTED ON DRAWINGS OR SPEC CATIONS. A, ALLACENERAL PRECEDENCE MARIANA SHARES NOTEs NOTES CAT THE NORMAL DRAWINGS GOVERN WEB 01 A FOUNDATION FLOOD AND ROOF DETAILS MASON TYPICAL DETAILS REFORM AMT PEOFIMkT TAKE PRECEDENCE OVER SPEOFICATIONS IF THEY DEMOCRAT 1.2 ERASURES A U P sWANT THE F vnIS SHALL THE PROPOSAL AND REFLECT SPEOIPICATIONS REPRESENT THE FINISHED STRUCTURE. RUCTURAL IN THE CONTRACTOR MATERADS To COMPLETE THE PROPOSED SCOPE OF MAN CONTAINEDINTHESH AIMNMDA5 OUNNGNS, 500 �N9iRucnoN..T --- T INCLUDE ^-M^ INSPECTION OF BY REPRESENTATIVES OF ENGINEER COMPLY WITH THE LATEST RULESU CODES. AND REGULATIONS OTHESTATE HOT LIMITED TO OSHA CALIFORNIA ULPHIONS CANDAMOMPULANCEIS MANDATORY NOTHING IN THESE DRAWINGS PLY WITH DRAWINGS AND SPEBY HOT 6ONFORMING TOTHESE awCgnES ONSWrtn co-ESR DRYS To ERE WORKIDSHOWNTO GEED ROBUST SUBSTITUTIONS ARE TO BE SUPPLIED 8 ACCORDING TO THE ABC, FIND PRIOR TO AUDI OF BID ALLWHL BE HELOTO HAVE RAPERNIBLE CONSUME AND ED EXTRA PAYMENT WILL BE ALLOWED FOR ALL DISC ESE TN STRoryUP v LOADS) SHOWN WHETHER s. THE DRAWINGS AND NOTIFY ARCHREIGHA ABDUL r OF THIS WORK SHALL PROMPTLY BE REPAIRED AT HAD EXPENSE TO PART 2 -MATERIALS AND DESIGN Grtl I ttSIA 2.1 E51 LOADING CflITEflIA IPER IBC AND ASCE.TI OCCUPANCY CATEGORY [1 TUBE PLUS A MAMMUM COLLATERAL LOADS Or. C ANQ LOMAS: SEE WARGHT OF THE STRUM METALWARE DESIGN DATA MERGE CON PENENT IMPORTANCE FACTOR - 10 A, RESPONSE FORM V SPECTRAL RESPONSE ACCELERATION SHOCIPPRODSI VI DESIGN SPECTRALRESPONMAGGELEARATICAN 2.2 OILS AND FOUNDATIONS b I SECOND PERIOD u cWs CODIRCOMFLINACE 'SOILS AND MUNDAOONS% ALL CONFORM TO IR CHAPTER 18 S G OIL FOUND MAUER WED ONSUUnnwG DsooCEF(eulLCHAPTER il±N OFFicwi)THE csc Ns(ONE TH puiNCREAPAFssR WIND A . 150 PCFu�cc LOADING MY BE APPLIED) IT V COEFFICIENT OF RICNG FRICTION D. MAS SUPPREPARATION I CONTRACTOR SHALL PREPARE SITE AS DIRECTED BY A SECTECHNICAL ELEMENT, CONTRACTOR SHALL REMOVE ALL ABANDONED UTILITIES, MACHINES AND ALL OTHER BURIED OBJECTS CONFAACTOR SHALL PROVIDE PROPER DAMATERING OFEKDAVATONS FROM SURI MCONOWATERSEEPAGEANDEM lI ALL EXCAVATIONS SHALL BE PROPERLY BACKIFILLED. BACKrALLSHALLIMMECHANIMLLY ECUMPACTED IN LAYERS. TO THE APPROVAL OFA GE07EOHNCA_ ENGINEER, FLOODING WILL NOT BE IMHNICAL ENGINEER MR ACMiPACTS ToAD�xwGITTED WATTLIFE AND NATURE p OPE TIEVESJ S TO INCLUDE BUT NOT LLNiMlTEDT IeAnnoxs ANOsentvAENT.SOR CONFIRM BURNS CONSTRUCTION PART 2.-MATERIALS AND DESIGN CRITERIA (CONT A2.3GASSAL RAN TE rvcRETE Arona aTS aUDDlrvc coo[ ANSI RECUREMBINTS MR STRUCTURAL COSIMAFWTE� 11. CONCRETE MIXANG OPERATORS SHALL BE IN ACCORDANCE WITH ANN CM ARA HIT 28 DAY CONCRETE STRENGTHS AND WC RATIOS, SEE CONCRETE MEMBER SCHEDULES ON TYPICAL ASAM CON SHELF DETAIL SHEETS, EVENT AWS 1. PORTLAND CEMENT SHALL CONFORM TO ARM Cl 50 TYPE I OR 11 ARM 11 00 NOT USE COMB ME ON GROUT CONTAINING CHUMI DES, so SAM I NORMAL WEIGHT CONCRETE ANN FABRIC SHALL CONFORM To MAN CUT AND PROJECT CL EMENTITIOUS MATERIALS CUT I CIPMENJAHOUS MATERIALS SUCH AS MY ASH, Surct SILICA FUME, AND MITER FO2ZQLANS; MY BE CHAD USED AS AN ALTERNATIVE TO PORTUMID CEMENT ME AMOUNT OF CEMEWITIOUS NATIONALS USED ONTO SHALL BE ADEQUATE MR CONCRETE TO WMASIFYINE SPECIFIED REQUIREMENTS FOR STRENGTH CONST AMCI DURABILITY, AND FINASHAMILW UNLESS NOTED OTHER WISE BELOW CAMENTMOUS MATERIAL SHALL BE N ACCORDANCE WITH AD SAM 10. SECTION 4.2 DOW a IF MY ASH IS USED, THE MINIMUM AMOUNT SHALL BE 15M, By WEIGHTOFTOTAL OL CEMEWITIOUGMATERIMILS Os , CONCRETE EXPOSED TO FREEZE THAW CYCLES SHALL HAVE 6% +1 E. E ALL OTHER CONCRETE SHALL HAVE 2% �1% OF ENTFLARIM AIR or II CONCREOLE AIR IS DETRAINMENT ON ERE. PERCENTAGE SHALL RE ACHIEVED AT T♦IME� DANG x)OFErvTRUNEDgIRAM or UVERED NEARAFTEMOUMENTS SECTONS 1 TH MUCH 5 AND SECTION 7. 'LIGHTWEIGHT CONCRETE - b AN 117 1PECIFICATIONAS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND FREEING B5G REIN ROou RENEWSEMR STRUCTURAL CONCRETE AND OEM MAP2-WANUAL OF STANDARD PRACTICE10OBSTRUCTION EXECUTION EINFORCING STEEL 1, DEFORMED MRS SHALL BE ARTS AS 15 - GRACE PART 3 -EXECUTION 9.1 HEMETHOM DENERALNOCEDURES, AND SEWErvcS OF CONSTRUCTION ARE THE RESPONSIBIUTY GRAPE CONTRACTOR HE CONTRACTOR SHALWAKE THE REMPONAMMY TO PROVIDE SUPERVISION OF THE CONSTRUCTION TO 3a IrvSURE COMPLIANCE APPROVED STLOBSERVATIONS CAINSPECTIONSAND ST DERVATI NS ONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE APPROPRIATE BUILDING OFFICIAL, REGISTERED SPECIAL SPECTOR, ANDRUR REGISTERED LICENSED ENGINEER FOR ALL SPECIAL INSPECTIONS OR TESTING REQUIRED IN HIS SECTION A APPAOVIN AGENCY AS SET FORTH IN 160 SECTIONS TOO AND 17W WITH THE APPROVAL OF THE BUILDING OFFICIAL MAY PERFORM SPECIAL INSPECTIONS, Toa (SPECIAL IxsPEcnorvs),TmT rsFECIANREGIINs ECTIOONS mA SEIMICERED DESIGN RisSTANCEAL IN ).OROA £el(STRUCTURAL TESTING FOR AROUND RE IALANOB, OF SPECIAL I. CONCRETEREFERDESCRIBED IN THEE WxIHIALLL TABLES REFERENCED ARE FROM THE IM UNI ABBREVIATIONS RICAN CONCRETE BIRTH WE EACH SUNNI MIN MINIMUM S SOUTH AMERICAN PUSTAUTE OF ARCHILACTS ED EQUAL MARC MISCELIUMMOUS SPECS SPECIFICATIONS AMERICAN NSTATUTE OF STEEL MIST MEMO A NORTH so SQUARE CONSTRUCTION BAD EXTERIOR N's NOTTO SCALE SO SWAM ROOF AMERICAN iRON AND STEEL INSTITUTE RAN FABRICAWN NI NUMBER AM STANDARD AMERICAN NATIONAL STANDARDS BE FINISH FLOOR so ONCEWER S% STEEL INSTITUTE ED FINISH GRACE CAW OPEN WEB STEELMIST MIUCT STRUCTURAL AMERICAN PMWAND ASSOCIATION MR FOOTING CBS ORIENTED STRONG BOARD SO STRUT FORCE AMERICAN SOCIETY MR TESTING ADD AS OR GAUGE SYM SYMMETRICAL AMERICAN WELDING CIETYRAL AL(NOTES) LUMBER ARCHIPECT OR ARCHITECTUMATERIALS THAT OUT THROUGHOUT BASE PLATE AM MINERALCONTRAGIM PERP PFRPENI TAG TONGUE AND ARCANE ROTTOI SUB DAN GLUED DOMINATED WOOD NEW PAL PLATE T&O TOP AND BOTTOM CAMBER HAS HOWAN STRUCTURAL SE07ION PT POST AMNON, POST TENSIONED Too TOPAJI CHANNEL PAT INTERIOR POP POUNDS PER CUBIC FOOT TOAFurTOFM TOP OF NOTHING CLEAR ARM INTERNATIONAL BUILDING MOB PF POUN DS PER AWARE FOOT TOI TOPOFMASONW AD PSI POUNDS PER SQUARE INCH MASONRY OR KCONCRETE IP AJUU0 LSO TREATED TOPOESTEEL CONCRETE v UNITSK IDEL DOMINATED RAND OWNER BAD RADIUS W CONSTRUCTION TABLE1ION R v�MFcAnorvaED ONSPECTVERIFICATION AND INSPECTION OF CONCRETE GOONSTRUCOMOBRAD ENTs DIC YES No SIA) p ARM OF REINFORCING STEEL. NO DING SING TENDONS, X X DMANMEW IxsPEOWN OF REINFORCING STEEL WELDING BEEN INCREASED OR MERE STRENGTH OTION OF BOLTS TO BE INSTALLED IN RUE ?RCA TO AND DURING PLACEMENT MARTS WHERE MUMANABLE LOADS x x N IS USED, CMN OF ARMORY INSTALLED INENEDCONCRETE x x BASE OF REQUIRED DESIGN Mik x CATE SPECIMENS FOR STRENGTH NNE THE TEMPERATURE MAREBY SLUMP ABC AIR JACK OF CONCRETE AND A x x REM MEW FOR PROPERAPPLICATINQUES E x x ARM OF MAINTENANCE OF SPECIFIED 0 TEMPERATURE AND TECHNIQUES OTION or PRESTRESSED x x PUGATION OF PRESTRESSIROUTING OF SWAM NG COMPETE' x FORMING TENDONS IN THE SMICTORM AFFECTING SYSTEM ON OF P x RECAST CONCRETE GTH, PRIOR M STRESSING OF LED TONS VAL OF SIFICARES AND FORMS MGM CATION OF IN SITU OCNI 0AT ST TENSIONED CONCRETE AND MUCH TO X SANDSTRUCHUHAILSLANS CT ROADWORK SHAPE, LOCATION IMENSICANS OF THE CONCRETE MEMBER xGI THEN SHEET INDEX LEGEND DECKSPANDIRECTION MISCELLANEOUS LEVATION WVOS "VATION <NEFERENCE 7TlTTT, M NRY(DMUF - CONCRETE REVISIory OLGDp AND NUMBER GCHANGE (STEP) IN ELEVATION NEWCONSTRUCTION ISOLATION JOINTS EXISTING CONSTRUCTION CLEAN AND WOMEN TO 114F AMPLITUDE IL — SPACING CENTER TO CENTER INDICATES SIZE OF DEFORMED BAD MHUSI srevwrourvognory MOTM) GENERAL PLAN NOTES RE:ALLRTRD DRALPLANSHEETS)FARE SHOWN HERE APPLY TO STRUOTUFML ELEMENTS ONLY. EARTH R �w� EAPPLIOMB E oDRDEcry DENOTES DIRECTEN OF DECK SPAN DENOTES TOP OF ELEMENT /� ITOF. roc, Tos, roe, row,�s) m �s us NOTES GENERAL A MAE AND PROPOSED ALTERATIONS. MNTRACTOR SHALL CONTACT STRUCTURAL BEFORE PERFORMING ALTERATION MAE SHEET INDEX LEGEND DECKSPANDIRECTION MISCELLANEOUS LEVATION WVOS "VATION <NEFERENCE 7TlTTT, M NRY(DMUF - CONCRETE REVISIory OLGDp AND NUMBER GCHANGE (STEP) IN ELEVATION NEWCONSTRUCTION ISOLATION JOINTS EXISTING CONSTRUCTION CLEAN AND WOMEN TO 114F AMPLITUDE IL — SPACING CENTER TO CENTER INDICATES SIZE OF DEFORMED BAD MHUSI srevwrourvognory MOTM) GENERAL PLAN NOTES RE:ALLRTRD DRALPLANSHEETS)FARE SHOWN HERE APPLY TO STRUOTUFML ELEMENTS ONLY. EARTH R �w� EAPPLIOMB E oDRDEcry DENOTES DIRECTEN OF DECK SPAN DENOTES TOP OF ELEMENT /� ITOF. roc, Tos, roe, row,�s) m �s us NOTES GENERAL A MAE AND PROPOSED ALTERATIONS. MNTRACTOR SHALL CONTACT STRUCTURAL BEFORE PERFORMING ALTERATION MAE w z�e 9 �W XP: f��i yq w New o�N 0 6G (E)BATTERY STORAGE YARD SLOPE IsnxO 2 FUEL CELL ANCHOR DETAIL BGALE.xTB DOWN LOCATION, SEE DETAIL (TYPICAL OF LOCATIONS) USE ETHER ONE OF THE TWO S3 HOLES. 1/2X2112X1/4 SHEET NOTES GENERAL NOTESLIESANDTVIPICALOGINALS SEE AD Wa SERIES BUBBLE 0 0 SECTION P2 FOR SOLD AND FOUNDATIONS EGEND, o �I BTGPGEEL T NTMG GR. SEE DETAILS 2THEN Sw, ' RECESSED SLOPED s�. CHANCE (STEP) IN ELEVATION �� EINOTESsUcoxGRADE --DENG a Ul DIP NOTESDID � - -�-�---_-_-- a C72 SCAN WALL FOR TENDONS PRIOR TONSTALUNO ANCRORs S1.0 RAN CONTRACTOR TO CON FIRM PIPE ROUTING ON EATERPOR WALL AND COORDINATE PATH SCAOMD FAOI HIT Esc6ouvaxouic TYPICAL SEISMIC TIE DOWN NEW SLAB ® POWER IF THIS OPTION IS SELECTED . LOCATION, SEE DETAIL e (TYPICAL OF (6) LOCATIONS) al ATTACH wmOGEN TALKS TO STRUTL02 ANCHOR MANI FOLD TO STRUT L03 ENTIRE BRACKET DETAIL TO BE SPACED AT 10'00. h w4 LONGITUDINAL BRAINNO TO BE SPACED AT W OO, COOLING MODULE LEG 3/"DIA. NILTIKWIKBOLT TZ S.S. WITH 2" EMBED ^COOLING MODULE-� ECONCRETE SLAB ON GRADE 3 COOLING MODULE ANCHOR DETAIL GGaLEx,B L2x2x3/tfi with (2) ( PIPE CLAMP #10 SCREWS -T CONTRACTOR CONFIRM 12' DIA. HILTI KWIK BOLT PIPING CONFIGURATION G - _ PER DESIGN TZ S.S. WITH 31/4"MIN. EMBED BENTPLATE 2xEWS vo 'M (4) 410 SCREWS BUILDING SMUT 15/Bx, S/Bxl2GA. BENT PLATE 2x2X3/,fi with (2) #10 SCREWS iC" DIA. HILTI KWIK BOLT TZ S.S. WITH 3 1/4"MIN. EMBED 6" MIN. CONCRETE T2 WALL. G.C. VERIFY. -----_! 5 CONDUIT/PIPING BRACKET DETAIL SCALE NTS 4 NITROGEN TANK RACK DETAIL BUwE N,s -- EXISTING BMCKET % O STRUT, RAI 5/8x12GA. 8 BENT PLATE 2x2x3/16 y with (4) #10 SCREWS 6 CONDUIT/PIPING BRACKET PLAN BGaLENTB 7 ALTERNATE: CONDUIT/PIPING BRACKET DETAIL BDALE xTB �ryry W AwBi�fiH oN� yy3 -mow o° °zD Q W O Z Q N 3 a 2/22113 NwN� . JC HE�S1.0 CONCRETE SLAB SCHEDULE STRENGTH MARK THICKNESS RNEINFOOOCIN�Gv I'a(�S1) COMMENTSEX AY BLUE a CONSTRUCTION JOINT PLACING GOING s (S#4 CONT ATEDGES SCHEDULE NOTES an 1. FOUR SHALL BE FLIGHT Z CLUB TO CONC2. R3 INTIM IS 0,40 FOR SLABS ONO ETE m CONTROL JOINT FOR CONTINUOUS POUR 1 CONCRETE SLAB SCHEDULE SLAB JOINT INFORMATION SCALE HIS 2 SCALE NT5 Be WHEREWCANNOT FACE Felt I acmeveo SUPPORT 98 la OR M— k-IF . 12 g o F xo am HOTIOM BEAM BASES I AND 2 WHICH OERPEND ON THE TYPE OF STRUCTURAL ELEMENT. CONCRETE COVER AND THE CENTER HOT CENTER SPACING OF THE BASS DENOTE CASE 1, CONCRETE OLIVER > 10 0 AND CENTER TO D BASS AND DEPOSITED K RE IN TENSION SHALL BE COUNT SS A SPLICES ARE AUTHORS WHEN CENE MIR OR LESS 0 • TOP MRS ARE HORIZONTAL FIR NELSON NO VVITH MORE UTAH 12- or CONCRETE CAST THE BAR • OTHER BARS ARE &I VERTICAL REINFORCENG. ALL HORIZONTAL WALL MI FORCING AND HORIZONTAL PON PASSING WTH LESS THAN 12' OF CONCRETE BELOW US, 7, SMALLER BAR M LENGTH MAY BE USED WHEN S?LONG DIFFERENT SIZE BASS • LAP SPLICES ARE NOT PERM UTED I F MECHANICAL SPLICES ME SHOWN, S r NON CONTACT IMI SPLICED BASS SHOALL NOT BE PLACED HUHHOWEIRSELY + APART THAN US OF THE REQUIRED LM SPLICE LENGTH NOR 6 INCHES TOSHOWNMAT MIDSPAN AND Boron+ BARS AT SUPPORTS UNLESS OTHE WISEBELOW COLUMN BOUNDARY. COLUMN AND BEAM REINF SPLICE DETAIL WALL OR SLAB REINF SPLICE DETAIL CASE TOP UP an 36- all all 72- Ban all 101. wo §s 8.000 REINF BAR SPLICE LENGTH AND STRAIGHT DELEVELOPMENT LENGTHS SCHEDULE 5 NORMAL WEIGHT CONIC, td SALE NM I O ______no _______1___ c oll 01 30 On PACING LAYOURL XTIMUM CLEAR °i i `a FOR SAW � ca.mex.sIF on z POR OONSTRUo.oN�o NTANO CONTROLJONT SEE V T E PLAN CONSIGIPLATION DIFFERS FROM ABOVE OWED POUR SEQUENCIETO STRUCTURAL ENGINEER FOR APPROVAL. RE ENTRANT CORNERS AT CONSTRUCTION AND CONTROL JaNTRI NOLOGNIES, INC, OR ENGINEERED APPROVED EQUIVALENT. STANDARD METHOD OF POURING SLAB ON GRADE �3 is go Olar 90°6 K TIE OR STIRRUPdt y ice 135°HOOK TIE 1350HOOK SEISMIC OR STIRRUP TIE OR STIRRUP REINFORCEMENT CLEAR COVERAGE REQUIREMENTS AT EXTEflIOR CONCRETE CLEAR CONDITION COVER TAGAINST EXPOWED 4 MINIMUM EXTERIOR CONCRETE COVER OVER REINFORCING SEaLE NTs a TIE LAP AT FRAME COLUMN AND GIRDERS OR 1A MIN. 90°HOOK 180°HOOK MAX. OFFSET BEND PRINCIPAL REINF 6 STANDARD HOOK AND TIE DETAILS s�ALE N,B BBI°NFaHK STANDARD SUPPORT -ki PY i-aaFvsas. Be NOTE 1800HOOK 900HOOK MIN TENSION EMBED LENGTHS, (Mhj, FOR STD ENO HOOKS ON GRADE 66 BARS usB (NON-sBlunq (papOr gar BE a. 7 EMBEDMENT LENGTHS FOR HOOKED BARS S�ALE.NM 7 EMBEDMENT LENGTHS FOR HOOKED BARS S�ALE.NM w a $$5E AW o� —Qo z0 w Z w W W 2 y y F W 6 U Z O 1E. ?122/13 wN Rv. JC HE�S2.0 (E) BOILER (E) ROOM ELECTRICAL ROOM 2 MECHANICAL PLAN -SOUTH END T� 3 PIPINO DETAIL rxe,/Y . 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BE EIE MUM IMBRUE THIS COR IICT SNM BE ME BACHFUL COMPUTER, AND RENJUDI OF AWNALi IxCW°OMOED IN WE CGWMCTMS ED. rt SHAM BE IERAcm ID A COMMON X TO W OF ENDING DOOMS PROD TO MASON UDIHSaEINeIE EFFORT WAS MARE To Y EEERa EECM(X W. 1 9DUW°AWL RIEOW EMCMS, AND MI COMMON. AND PEPoORF M FOUR ffNg5 TO RUBBER.RUNS FOR BExWp Oa u USING RERR5S AND A°pl 0 MAR RBOWS. IMc n. UNOEM'NWNDORDERS MUM OF INWHOUT UNDERRO Wa INNER UN£SS WWOTERMR NOUN HUM, PANDIAT NO. IRUBY- M °MRaESO EWNNFIrt. A. DNUt ND Y RUAD GNVA4OUT M A POOR � SSAM- MEN CONDOM.EKE MIDDLE! MI�RU. OFPN OE CRHOAIS IS WORRY WA^E 26. MSQIS At to COST Is INUE TO MR. MT DAM�DE TO MORRO � �LR� � E°�FDAXNYSIEMS S1A11 BE INRNIID IN WOE, WO ALL OIHE SMTE INO I➢UL OWE. OEU roXUDMI MNEDNmr Rom WMEESO N T HER M NUM aF THE Esax n. SEIECRxNE WxROOM a RESWxsME FOR A c ORMON RAW PRXIX URUrv. RE EIA-2 26. EIECIRICt OM'IMctOB 5 TO PROWE AND II RENOIC ¢6 MN°It ON AR OR PRINT SUCH ASWSM )H EEIR,'PNELS MOMNECIS. EPR°NWSFiMW1A. SPEGBIGTWS N COOPWUIE MM OMEE'S RRD Ed � s � B W s z E �n a E 3 z $ r aZ �S �a o� W 8W N 'a � LIJ SU �U o~ �W �� gTED NCgORAN50N SHEET E1.0 ® MOIOP 6ENxER/WNTKNE �+ ON OWN AND MWNNECT fQE AS BRIO E,, N MA 1I U ] DOE W° iRE, NEVI I�URN, 3 ROM HBO AS cAL DE°UPAIRAGS FOR ENt B°ROO(izATW awNAS) f. P . SEE SCHEDULE MR ME. IpiOR, SIZE AS NBGIED s4W�UL H1VFI��•) WR.WAY Mx, BOO NNE SINE SWLL BE /10(W) FOR LENGINS E ABBREVUITIONS & DESCRIPTIONS AFF ANOE MESHED RUDE Au'�`Enl RMREA RUDE dN°%5 IRE Z NPo601CTON COVER HIRE CWE o aE mum ° FAULT WERRUMON °Fl MUM ME PROTCIION MEN mw w SXE �M RE ,� NF�UTW NG W q ED ME FU uxD UNT HERER MOUNTING HEIGHTS DETAIL Q' S�� W MEN RED EIA EIECRx:1L Wt'L2 SNRT Ik POWEE RA4 QIA OUR a WOMBNYAMNS RMI I WBEEEBEOLW APP°WWEO°E al5N0tiAWpgBW1G CONWDWSWW MC SRE GPWNDIHG WXWCTOR SNARL BE INSWIID. INCRENE OYaUR 511E E RWNE. ET OR RELD Is. ALL CWgM IN WALLS TO BE NUN VEROGL MWINuu SIZE J/r. I ALL FROM OM dI�WNE ANDAND WE MEBMEME BE KING AS DRUM ANDAANC Will AND/OR CRNO. IN. CNN MNEUl SMLGWUf gRWrt. DxWGx1C REOURAIRIIS OWN NEE/ASMIECF NO to -OL is. BE EIE MUM IMBRUE THIS COR IICT SNM BE ME BACHFUL COMPUTER, AND RENJUDI OF AWNALi IxCW°OMOED IN WE CGWMCTMS ED. rt SHAM BE IERAcm ID A COMMON X TO W OF ENDING DOOMS PROD TO MASON UDIHSaEINeIE EFFORT WAS MARE To Y EEERa EECM(X W. 1 9DUW°AWL RIEOW EMCMS, AND MI COMMON. AND PEPoORF M FOUR ffNg5 TO RUBBER.RUNS FOR BExWp Oa u USING RERR5S AND A°pl 0 MAR RBOWS. IMc n. UNOEM'NWNDORDERS MUM OF INWHOUT UNDERRO Wa INNER UN£SS WWOTERMR NOUN HUM, PANDIAT NO. IRUBY- M °MRaESO EWNNFIrt. A. DNUt ND Y RUAD GNVA4OUT M A POOR � SSAM- MEN CONDOM.EKE MIDDLE! MI�RU. OFPN OE CRHOAIS IS WORRY WA^E 26. MSQIS At to COST Is INUE TO MR. MT DAM�DE TO MORRO � �LR� � E°�FDAXNYSIEMS S1A11 BE INRNIID IN WOE, WO ALL OIHE SMTE INO I➢UL OWE. OEU roXUDMI MNEDNmr Rom WMEESO N T HER M NUM aF THE Esax n. SEIECRxNE WxROOM a RESWxsME FOR A c ORMON RAW PRXIX URUrv. RE EIA-2 26. EIECIRICt OM'IMctOB 5 TO PROWE AND II RENOIC ¢6 MN°It ON AR OR PRINT SUCH ASWSM )H EEIR,'PNELS MOMNECIS. EPR°NWSFiMW1A. SPEGBIGTWS N COOPWUIE MM OMEE'S RRD Ed � s � B W s z E �n a E 3 z $ r aZ �S �a o� W 8W N 'a � LIJ SU �U o~ �W �� gTED NCgORAN50N SHEET E1.0 s4W�UL H1VFI��•) WR.WAY Mx, BOO NNE SINE SWLL BE /10(W) FOR LENGINS E ABBREVUITIONS & DESCRIPTIONS AFF ANOE MESHED RUDE Au'�`Enl RMREA RUDE dN°%5 IRE Z NPo601CTON COVER HIRE CWE o aE mum ° FAULT WERRUMON °Fl MUM ME PROTCIION MEN mw w SXE �M RE ,� NF�UTW NG W q ED ME FU uxD UNT HERER MOUNTING HEIGHTS DETAIL Q' S�� W MEN RED EIA EIECRx:1L Wt'L2 SNRT Ik POWEE RA4 QIA OUR a WOMBNYAMNS RMI I WBEEEBEOLW APP°WWEO°E al5N0tiAWpgBW1G CONWDWSWW MC SRE GPWNDIHG WXWCTOR SNARL BE INSWIID. INCRENE OYaUR 511E E RWNE. ET OR RELD Is. ALL CWgM IN WALLS TO BE NUN VEROGL MWINuu SIZE J/r. I ALL FROM OM dI�WNE ANDAND WE MEBMEME BE KING AS DRUM ANDAANC Will AND/OR CRNO. IN. CNN MNEUl SMLGWUf gRWrt. DxWGx1C REOURAIRIIS OWN NEE/ASMIECF NO to -OL is. BE EIE MUM IMBRUE THIS COR IICT SNM BE ME BACHFUL COMPUTER, AND RENJUDI OF AWNALi IxCW°OMOED IN WE CGWMCTMS ED. rt SHAM BE IERAcm ID A COMMON X TO W OF ENDING DOOMS PROD TO MASON UDIHSaEINeIE EFFORT WAS MARE To Y EEERa EECM(X W. 1 9DUW°AWL RIEOW EMCMS, AND MI COMMON. AND PEPoORF M FOUR ffNg5 TO RUBBER.RUNS FOR BExWp Oa u USING RERR5S AND A°pl 0 MAR RBOWS. IMc n. UNOEM'NWNDORDERS MUM OF INWHOUT UNDERRO Wa INNER UN£SS WWOTERMR NOUN HUM, PANDIAT NO. IRUBY- M °MRaESO EWNNFIrt. A. DNUt ND Y RUAD GNVA4OUT M A POOR � SSAM- MEN CONDOM.EKE MIDDLE! MI�RU. OFPN OE CRHOAIS IS WORRY WA^E 26. MSQIS At to COST Is INUE TO MR. MT DAM�DE TO MORRO � �LR� � E°�FDAXNYSIEMS S1A11 BE INRNIID IN WOE, WO ALL OIHE SMTE INO I➢UL OWE. OEU roXUDMI MNEDNmr Rom WMEESO N T HER M NUM aF THE Esax n. SEIECRxNE WxROOM a RESWxsME FOR A c ORMON RAW PRXIX URUrv. RE EIA-2 26. EIECIRICt OM'IMctOB 5 TO PROWE AND II RENOIC ¢6 MN°It ON AR OR PRINT SUCH ASWSM )H EEIR,'PNELS MOMNECIS. EPR°NWSFiMW1A. 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AC-3m-mF/W�2m 285E PANELW I I m mq sPNELLI GOT ms BY UTG FOwER I I I ( I I I COMPONENTS REGARDED I BY TO DER ( I MA BE HOTEAR BOX PROVIDED & lwI He 3 RMSMRMIUTILITY RECORDER ENCLOSURE mvexls [W] (NINP11.1� (NIgYs g m�xEwlO Yl Rvs] 81 s (NRow EHGUUAAM B IRS U1741 INVERTER, COMERRERS, AND INTERCONNECTION SIBROM EQUIPMENT ME I IBM o�� ENERGY RESOURI 1111 a uwas uJ L„„mWPus aT e: u I TABLE A mOTmInE sETTwGs a PER IEEE IUT/uL nx MM , bT nME PueEm NUMBER IR�xp NUMBER D UNDER VOLTAGE 41.26 BOX (65I 1.2] IOU MUM (m-LID) Zl 4LA mF (m-9q) 41.20 1VOLTAGE ( O) 59 WL 41.24 MIX 41.25 NO CYCLES (102-110) (]0-m) 9 "° KKTw (102°11D) (610) el s 4115 116 LNOC I"eel (e163�mjW 61 UNDER 41.11 1.9 t FRECUENNCE (59.5-521 N-W) elOVER 41.10 1.22 i(C]CI' (51% W.5) 29 O ME m 6.H W Y R (I-tmG) mM nESE ARE A.Tnnrs ImmwA ro WE ma cELL ---- 3 --- [�, L N 0,32 ((��!!�� Eon VED PE/3 WE BIBBREDEEM NW �l:IIpCNVr E SEIENm S¢TIO RMSI F T CURS MP 1 O�NEs-LINE DIAGRAM KEYED NOTES: SIBInBLYUMBER, Me WI 114 ING Q U2 nff THANE uun: °) POLYm PLMECflLA n auR ltP9EN1R1�Bv wa'WIC RY W F1URE mna51HE M pBEEmE mtBM, EEPARAiI>rn M OBSE _ (2) PDI ,LINT DIEWY INDI WENT CONDUIT/CONDUCTOR SCHEDULE MDD" mNWCNR/ (3) POEM MBEN Y PUISCsm ME CWAHS BE BEING Av -wq ME OPEMON CONSTR iEN x I Eta PERWAIOim n, uvliwwc E ACILIEV N)l 316. m smi NOBSTAC [Mi (2) V EA w a RLYII, I I SYSTEM, ES, oe MI THOSE SEE" ACCESS TO GRAN Ices, SPEW wNESION, LR SECURITY [2a9 2n2 1N2e [LMI] '4 2J A 1114G B) OUR ON-EMTRGE Y NM OMBE WdgE OF BMOC Rn] 3/4 LV cis E� DURING MOREM. 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