Loading...
HomeMy WebLinkAboutAST COVER SHEET 9/1/2012HOODS ALARMS SPRINKLER SYSTEMS 8F ° AY B'i O` H Permit No. Permit No. Permit No. Permit No. File Number. Date Received: Address: Business Name: AST UST Permit No. Permit No. 6ZioQOo iD a© 6 7 i.4 J Bakersfield, CA 933 Ce.(- GOA --O SYSTEM: BUILDING SQUARE FEET: New Mod. Commercial Hood System Fire Alarm System Fire Sprinkler System Spu r Fivilos Sjf karn 21 Aboveground Storage Tank Underground Storage Tank minor modification Underground Storage Tank removal Underground Storage Tank Other. Comments: Building Sq. Feet: Calculation Bldg. Sq. Ft: 2. 3. 4. INSPECTION LOG Date Time Signature Signature DETACH AND RETAIN THIS STATEMENT CONTRA COSTA ELECTRIC, INC. THE ATTACHED CHECK IS IN PAYMENT OF ITEMS DESCRIBED BELOW. BAKERSFIELD OFFICE F NOT CGH WbM Vjyiy§01,5 6k MS 0 ,p(jESIRED. UN DELUXE -FORM WVCB -4 V -6 DESCRIPTION Permit — Job 61124 AMOUNT DISTRIBUTIONS CONTRA COSTA ELECTRIC, INC. 20666 ACCT. NO. AMOUNT Bank ofAmericarBAKERSFIELDOFFICE 3208 LANDCO DRIVE 11 -35 -1210 BAKERSFIELD, CA 93308 1 DATE 1 2/9/11 q 0 DOLLARS$ 469.00 8PAYFourhundredSixtyN1neDoIIarsand00/100 * F Bakersfield Fire Dept. Prevention a TO Tr i E Services NOT TO EXCEED 3, 0 DOLLARS a OhF ER 2 1 0 1 H Street LL Or Bakersfield, CA 93301 3 n 11'02066611' 1:1210003SEW 01953 "1103801 DETACH AND RETAIN THIS STATEMENT CONTRA COSTA ELECTRIC, INC. THE ATTACHED CHECK IS IN PAYMENT OF ITEMS DESCRIBED BELOW. BAKERSFIELD OFFICE F NOT CGH WbM Vjyiy§01,5 6k MS 0 ,p(jESIRED. UN DELUXE -FORM WVCB -4 V -6 EMPLOYEE EARNINGS DEDUCTIONS PERIOD AMOUNT TOTAL OVERTIME WITHHOLDING SOCIAL MEDICARE STATE ENDING HOURS RATE REGULAR RATE AND OTHER EARNINGS U.S. INC. TAX SECURITY TAX INCOME TAX K{ TOTAL NET PAY DEDUCTIONS DESCRIPTION Permit — Job 61124 AMOUNT DISTRIBUTIONS DATE ACCT. NO. AMOUNT EMPLOYEE EARNINGS DEDUCTIONS PERIOD AMOUNT TOTAL OVERTIME WITHHOLDING SOCIAL MEDICARE STATE ENDING HOURS RATE REGULAR RATE AND OTHER EARNINGS U.S. INC. TAX SECURITY TAX INCOME TAX K{ TOTAL NET PAY DEDUCTIONS BILLING & PERMIT STATEMENT PERMIT # FOR 111rr t BAKERSFIELD FIRE DEPARTMENT Prevention Services 2101 H Street Bakersfield, CA 93301 Phnno• F.F.1_Z7f. -070 . Fnv- SITE rft_fIC7 -7171 All Permits must be reviewed, stamped, and approved PRIOR TO BEGINNING WORK. PERWITYPE FEE CALCULATION TOTAL Alarm - New & Modification (minimum charge) $280 INFORMATION LOCATION OF PROJECT PROPERTY OWNER 0 .028 x sq ft NSTARTI DATE COMPLETION DATE NAME 2 1 280 PROJECT NAME ADDRESS PHONE i Over 10,000 sq ft PROJECT ADDRESS CITY F.4I< E1z..5 I E LD STATE CAF ZIP CODE Minor Sprinkler Modification ( <10 heads) 84 CONTRACTOR NAME CA LICENSE t TYPE OF LICENSE EXPIRATION DATE PHONE R c c k 3 t L I o Col 3Z2— }b3lP CONTRACTOR COMPANY NAME AX f L L2 Vvy r _ 14 b3 ADDRESS i2.`i, LcZ,r v r. nk2cS C e ZIP CODE 9K3bS All Permits must be reviewed, stamped, and approved PRIOR TO BEGINNING WORK. PERWITYPE FEE CALCULATION TOTAL Alarm - New & Modification (minimum charge) $280 TREASURY NO Over 10,000 sq ft _ 0 .028 x sq ft Sprinkler - New & Modification (minimum charge) 280 Over 10,000 sq ft 0 .028 x sq ft Minor Sprinkler Modification ( <10 heads) 96 (inspection only) 84 Commercial Hood (New & Modification) 470 Additional hood 58 Spray Booth (New & Modification) Aboveground Storage Tank (1 inspection per Installation) AST 470 98 Ji 80/ k 82 Additional Tank ATI 96 /tank 82 Aboveground Storage Tank (Removal, Mod,or Inspect'n) ATR 109 /tank 82 Underground Storage Tank (Installation/Inspectlon) NI 878 /tank 82 Underground Storage Tank (Modification) MOD 878 /site 167 /site 82 Underground Storage Tank (Minor Modification) MTM 82 Underground Storage Tank (Removal) TR 573 /tank 84 Mandated Leak Detection (test) /Fuel Mont Cert/SB989 NOTE: $96 /hr for each type of test/per site even If scheduled at the same time TT 96 /hr (2 hrs minimum)-$192 82 Oil well (Installation, Inspection, or re- inspection) X 96 /hr 82 Tent * 96 /tent 84 After -hours inspection fee 121 /hr (2 hrs minimum) =$242 96 /hr + (5 hrs min standby fee/insp)=$576 5 hrs min standby fee ins = 605 84Pyrotechnic (1 permit per event, plus an Inspection fee of 96 /hr during business hours) PY OTE: After hours Pyrotechnic event inspection Is Q $121 /hr Re- Inspection/Follow -up Inspection 96 /hr 84 Portable LPG (Propane): * of Cages? _ 96 /hr 84 Explosive Storage 266 84 Copying & File Research (File Research fee $50 /hr) 0.25 /page 84 Miscellaneous 84 FQ2Q21 fR" Q4108) BILLING & PERMIT STATEMENT BAKERSFIELD FIRE DEPARTMENT L Prevention ServicesFPBRIMIT-# FIR 2101 H StreetARSrs Bakersfield, CA 93301 Please make checks payable to CITY OF BAKERSFIELD. Thank you. 0 Alarm - New & Modification (minimum charge) SITE INFORMATION LOCATION OF PROJECTS PROPERTY OWNER 1 ,J Over 10,000 sq ft STARTING DATE COMPLETION DATE NAME 7-11 'Z_. -3 I Z PROJECT NAME ADDRESS PHONE # Cml- - wal , cu A4 PROJECT ADDRESS ( L" C (_I_' Q A L crrY 4 K ERS I E I_D STATE C ZIP CODE CONTRACTOR INFORMATION 0 CONTRACTOR NAME CA LICENSE # TYPE OF LICENSE EXPIRATION DATE PHONE # 0 1 l 3z-Z- 0 CONTRACTOR COMPANY NAME F # 0 ADDRESS CITY ZIP CODE 84 0 Please make checks payable to CITY OF BAKERSFIELD. Thank you. 0 Alarm - New & Modification (minimum charge) 280 0 Over 10,000 sq ft 0 .028 x sq ft 0 Sprinkler - New & Modification (minimum charge) 280 0 Over 10,000 sq ft 0 .028 x sq ft 0 Sprinkler - Minor Modification <10 headsP ( ) 96 (inspection only) 84 0 Commercial Hood (New & UL 300 Upgrade Modification) Additional Hood 470 58 hood 0 Commercial Hood - Minor Modification (add /move nozzle) 96 (inspection only) 84 0 Spray Booth (New & Modification) 470 98 3R Aboveground Storage Tank (1 Inspection per installation) AST 6T§10 nk 82 Additional Tank ATI 96 /tank 82 Aboveground Storage Tank (Removal, Mod,or Inspect'n) ATR 9 nk 82 0 Underground Storage Tank (Installation /Inspection) NI 878 /tank 82 0 Underground Storage Tank (Modification) MOD 878 /site 82 0 Underground Storage Tank (Minor Modification) MTM 167 /site 82 0 Underground Storage Tank (Removal) TR 573 /tank 84 0 Mandated UST Testing: Fuel Mont Cert/SB989 /Cath. Prot. NOTE: $96 /hr for each type of test/per site /per UST system even if scheduled at the same time 96 /hr (2 hrs minimum) _ $192 82 0 Oil well (Installation, Inspection, or re- inspection) X 96 /hr 82 0 Tent # 96 /tent 84 0 After -hours inspection fee 121 /hr (2 hrs minimum) = $242 0 Pyrotechnic (1 permit per event, plus an inspection fee of 96 /hr during business hours) Py NOTE: After hours Pyrotechnic event inspection is @ $121 /hr 96 /hr + (5 hrs min standby fee /insp) _ $576 5 hrs min standby fee ins = 605 84 0 Re- inspection /Follow -up Inspection 96 /hr 84 0 Portable LPG (Propane): # of Cages? _ 96 /hr 84 0 Explosive Storage 266 84 0 Copying & File Research (File Research fee $50 /hr) 0.25 /page 84 0 Miscellaneous 84 TRAINING /BREAK 702: T c CONTROL LOGIC IF A POWER OUTAGE OCCURS, THE 50 KW OFFICE GENERATOR WILL STMT FROM A CONTACT IN THE 125 AIR OFFICE ATS- THE OFFICE ATS WILL TRANSFER INEN THE OFFICE GENERATOR OUTPUT IS STABLE. THE PLANT PERSONNEL HAVE THE OPTION OF MANUALLY SWITCHING THE MAIN PLANT BREAKER TO THE BACKUP 1 MW WIN PLANT GENERATOR BREAKER WITH KIRK KEY INTERLOCKING. A REMIND CONTACT IN THE 1 MW U41N PLANT GENERATOR WILL BE TERMINATED TO A DIGITAL INPUT IN THE EXISTING PLC. THIS PLC WILL COMBWMICATE TO THE OFFICE CONTROL SYSTEM. THE OFFICE CONTROL SYSTEM WILL HAVE A NORMALLY CLOSE DRY CONTACT OUTPUT INTERLOCK TO THE 125 AMP OFFICE ATS, WHICH WILL INHIBIT TRANSFER BACK TO THE UTILITY IF THE 1 MW MIN PLANT GENERATOR IS RLIWING AND PROVIDING 'UTILITY* POWER AND THE OFFICE GENERATOR IS RUNNING- WHEN THE 1 MW WIN PLANT GENERATOR IS SHUT DOWN AND THE MAIN IS MANUALLY SWITCHED BACK TO THE UTILITY MIN THE 125 AP OFFICE ATS WILL SWITCH TO UTILITY WHEN THE UTILITY POWER IS STABLE. PLC 1/0 AT TREATMENT PLANT DI MAIN PLANT GENERATOR RUNNING MIN PLANT GENERATOR FART MOOBUS LINK PLC 1/0 AT OFFICE DIOFFICE GENERATOR RIMMING OFFICE GENERATOR FAULT DO INHIBIT ATS TO UTILITY MOOBUS LINK 48 HOURS SE nRE E><CA';'ATIiJv CALL 'JSA' TOLL FREE 800- 227 -2600 UNDER GROUND SERVICE ALERT CORRIDOR 1/20: LOBBY 101: OFFICE 11 OFFICE OFFICE 1191 118; 777: C CONDUIT CONSTRUCTION MATERIAL NOTES: ABOVE GRADE - NOT DIPPED GALVANIZED RIGID STEEL CONDUIT TO BE USED FOR ALL EXTERIOR AND INTERIOR LOCATIONS ABOVE GRADE 019 ELSEWHERE SHOWN ON PLANS. ALL RIGID CONDUIT AND FITTINGS TO BE THREADED- LSE OF SET SCREW OR COMPRESSION TYPE CONVECTOR IS PROHIBITED. IEYERS HUBS TO BE USED ON ALL EXTERIOR PANEL CONNECTIONS. BELOW GRADE - RIGID PVC NONMETALLIC CONDUIT SCHEDULE 40 TO BE USED FOR ALL UNDERGROUND LOCATIONS AND BELOW VAPOR BARRIER OF SLAB. NO CONDUITS SHALL BE INSTALLED TO REDUCE THE STRUCTINRA- INTEGRITY OF FOOTINGS. D93UCA- BUILDINGS AND CORROSIVE ATMOSPHERES - RIGID PVC NONMETALLIC CONDUIT SCHEDULE 60 TO BE USED FOR ALL INTERIOR LOCATIONS ABOVE GRADE IN CHEMICAL BUILDINGS AND CORROSIVE ENVIRONMENTS. THROUGH CONCRETE SLABS AND EXTERIOR CORROSIVE ATMOSPHERES - PVC COATED GALVANIZED RIGID STEEL CONDUIT MINIMD 40 MIL FACTORY COATING TO BE USED FOR ALL EXPOSED CONDUITS THOUGH CONCRETE SLABS (MINIMUM 12" ABOVE AND BELOW SLAB) AND ALL EXTERIOR LOCATION CORROSIVE ATMOSPHERES- USE m4wFACTIMERS' SPECIFIED TOOLS AND PROCEDURES FOR INSTALLATION. MOTOR OR SENSOR CONNECTIONS - LIOUID TIGHT FLEXIBLE METAL CONDUIT (W RESISTANT) TO ONLY BE USED ON CONNECTIONS TO MOTORS OR SENSORS. M4XIMIAN LENGTH TO BE 30' . UNCTION BOXES - MINIMMI SIZE PER NEC. EXPOSED LOCATION, 1 AND 2 GANG TO BE CAST IRON DEVICE BOXES TYPE FS /FD SUITABLE FOR WET LOCATIONS. EXPOSED LOCATION EXTERIOR LARGER SIZES CONTINUOUS HINGE TYPE 4, CORROSIVE LOCATIONS CONTINUOUS HINGE TYPE 4X STAINLESS STEEL. GROUND CONNECTIONS - GROUND CONNECTIONS TO BE EXOTHERMIC CADWELD (ALL 600 AMP OR LARGER SERVICE) OR BUNpDY HYDRAULIC COMPRESSION CONNECTORS- GROUND BUS CONNECTIONS TO BE CRIMP LUG TYPE WITH BOLTED CONNECTION TO GROUND BUS. CONTACT EPS TO SCHEDULE AN ELECTRICAL PRECONSTRUCTION MEETING PRIOR TO COMMENCING CONSTRUCTION CORRIDOR 721 s ..s: z r_ N) ATS - FEED FROM (N) 125A BREAKER, INSTALL IN E) C -H PONERLINE POP G.O- L$)00B) RELOCATE E) SPARE BREAKER FOR 125A BREAKER SPACE FACTOR, PROVIDE (N) COVERPLATE AND BUS ADAPTED FOR 1254 GAL -MATER TO LOCATE AND FIELD VERIFY LOCATION OF OFFICE PLC STORAGE 1 I O o R MAINTENANCE o (723; v PARTS 125; N) 2 -50N C8 6 (N) 125A ATS 2 4 G— ELECTRICAL 127 MECHANICAL 726 SNTP OFFICE CABLE AND CONDUIT SCHEDULE 1 N0. QTY, SQE ; NO . WFES YOE SQE ( FUNC110N 1 1 2 4 C1 #6 Generabr Power Emergency Gi re r NATS 1 T 4 C1 f)8 ATS Uf61y Power N)125 A CB in E) DP N)ATS 1 1' 3 66 U8 Power to 50 A LP CB N)ATS N)TFR 50 A CB 4 1 1' 4 N14 $14 ATS Control N)ATS Emergency Generalor 1 1' 1 Belden #9641 ModbNx Corrmuicafon PLC Emergency Gener&r 1 1' 3 A6 S8 Power b 50 A PP CB N)ATS MTFR 50 A CB 1 1' 3 N6 S8 Power b PP TFR N)TFR 50 A CB PP TFR 1 1' 3 R6 q8 Power b LP TFR N)TFR 50 A CS LP TM 1 1' 4 BU C14 ATS Car" 7S LP TFR 1 1 3/4' I 1 1 1 k4 iCowabr Grand Comecfon Emergancy Generabr [Ground RDd N) LANDSCAPE NE / N) i SCALE IF PRINTEDAIDE HIDE GENSET ,. AS 11X17 SIZE r. — ............ ...................... ......... .. . e7P 5 EPS 5 RESPONSIBLE FOR ELECTRICAL SYSTEMS DESIGN ONLY. CONTRACTOR MUSTEPSISNOTRESPONSIBLEFORELECTRICALSAFETYWORK - PROCEDURES AND /OR USE OF REQUIRED PERSONAL INSTALL MATERIAL AS PER §PE! FPMPROTECTIVEEQUIPMENT, SEE NFPA 70E "STANDARD FOR I PLANS OR AS PER EP.S. APPROVALELECTRICALSAFETYINTHEWORKPLACE" AND OSHA 29 CFR. IT o° i KRi. OL P.E. u CA. EE 8283 q JOE PREVENDAR, P.E. CA. EE 16581 n sl 4049 N. FRESNO ST. FRESNO, CA 93726 DATE: MAY 2011 JOB p: CWS08008559) 221 -7230E. LNG • FAX: 221 -0507 3/16" = 1' -0 Ombw gary0epsfrewo.com DWG. f CWS085P06 joe4Depsfresno.com DSGN BY: JPP I DRWN BY: AVS /CRT ENGINEERING GPyTOR Fp SERV GF DEPARTMENT o N1AT e1013IT 110. 3/18" = 1' -0 oWA rn er: CRT JPP ME APROwm ar: dtz I a a a (n n r d z M Na- 3 Nom-] 0 x z z y b z N3 o>smMrn BAKERSFIELD MAY 20112011 Naomi m.: ICWS -08 -008 mA K- A CWS08SP06 s 4 or e L3 4 I REPLACE (E) LANDSCAPING 5• _ CURB 6 PLANTS. ROUTE - I I " "LJ 5 AROUND GENSE7 11 ( N) 50KW 70 aa HOUSEKEEPING PADG.R. EXTENDED 5' PROP DRAWING NOT TO SNTP OFFICE CABLE AND CONDUIT SCHEDULE 1 N0. QTY, SQE ; NO . WFES YOE SQE ( FUNC110N 1 1 2 4 C1 #6 Generabr Power Emergency Gi re r NATS 1 T 4 C1 f)8 ATS Uf61y Power N)125 A CB in E) DP N)ATS 1 1' 3 66 U8 Power to 50 A LP CB N)ATS N)TFR 50 A CB 4 1 1' 4 N14 $14 ATS Control N)ATS Emergency Generalor 1 1' 1 Belden #9641 ModbNx Corrmuicafon PLC Emergency Gener&r 1 1' 3 A6 S8 Power b 50 A PP CB N)ATS MTFR 50 A CB 1 1' 3 N6 S8 Power b PP TFR N)TFR 50 A CB PP TFR 1 1' 3 R6 q8 Power b LP TFR N)TFR 50 A CS LP TM 1 1' 4 BU C14 ATS Car" 7S LP TFR 1 1 3/4' I 1 1 1 k4 iCowabr Grand Comecfon Emergancy Generabr [Ground RDd N) LANDSCAPE NE / N) i SCALE IF PRINTEDAIDE HIDE GENSET ,. AS 11X17 SIZE r. — ............ ...................... ......... .. . e7P 5 EPS 5 RESPONSIBLE FOR ELECTRICAL SYSTEMS DESIGN ONLY. CONTRACTOR MUSTEPSISNOTRESPONSIBLEFORELECTRICALSAFETYWORK - PROCEDURES AND /OR USE OF REQUIRED PERSONAL INSTALL MATERIAL AS PER §PE! FPMPROTECTIVEEQUIPMENT, SEE NFPA 70E "STANDARD FOR I PLANS OR AS PER EP.S. APPROVALELECTRICALSAFETYINTHEWORKPLACE" AND OSHA 29 CFR. IT o° i KRi. OL P.E. u CA. EE 8283 q JOE PREVENDAR, P.E. CA. EE 16581 n sl 4049 N. FRESNO ST. FRESNO, CA 93726 DATE: MAY 2011 JOB p: CWS08008559) 221 -7230E. LNG • FAX: 221 -0507 3/16" = 1' -0 Ombw gary0epsfrewo.com DWG. f CWS085P06 joe4Depsfresno.com DSGN BY: JPP I DRWN BY: AVS /CRT ENGINEERING GPyTOR Fp SERV GF DEPARTMENT o N1AT e1013IT 110. 3/18" = 1' -0 oWA rn er: CRT JPP ME APROwm ar: dtz I a a a (n n r d z M Na- 3 Nom-] 0 x z z y b z N3 o>smMrn BAKERSFIELD MAY 20112011 Naomi m.: ICWS -08 -008 mA K- A CWS08SP06 s 4 or e N) LANDSCAPE NE / N) i SCALE IF PRINTEDAIDE HIDE GENSET ,. AS 11X17 SIZE r. — ............ ...................... ......... .. . e7P 5 EPS 5 RESPONSIBLE FOR ELECTRICAL SYSTEMS DESIGN ONLY. CONTRACTOR MUSTEPSISNOTRESPONSIBLEFORELECTRICALSAFETYWORK - PROCEDURES AND /OR USE OF REQUIRED PERSONAL INSTALL MATERIAL AS PER §PE! FPMPROTECTIVEEQUIPMENT, SEE NFPA 70E "STANDARD FOR I PLANS OR AS PER EP.S. APPROVALELECTRICALSAFETYINTHEWORKPLACE" AND OSHA 29 CFR. IT o° i KRi. OL P.E. u CA. EE 8283 q JOE PREVENDAR, P.E. CA. EE 16581 n sl 4049 N. FRESNO ST. FRESNO, CA 93726 DATE: MAY 2011 JOB p: CWS08008559) 221 -7230E. LNG • FAX: 221 -0507 3/16" = 1' -0 Ombw gary0epsfrewo.com DWG. f CWS085P06 joe4Depsfresno.com DSGN BY: JPP I DRWN BY: AVS /CRT ENGINEERING GPyTOR Fp SERV GF DEPARTMENT o N1AT e1013IT 110. 3/18" = 1' -0 oWA rn er: CRT JPP ME APROwm ar: dtz I a a a (n n r d z M Na- 3 Nom-] 0 x z z y b z N3 o>smMrn BAKERSFIELD MAY 20112011 Naomi m.: ICWS -08 -008 mA K- A CWS08SP06 s 4 or e IT o° i KRi. OL P.E. u CA. EE 8283 q JOE PREVENDAR, P.E. CA. EE 16581 n sl 4049 N. FRESNO ST. FRESNO, CA 93726 DATE: MAY 2011 JOB p: CWS08008559) 221 -7230E. LNG • FAX: 221 -0507 3/16" = 1' -0 Ombw gary0epsfrewo.com DWG. f CWS085P06 joe4Depsfresno.com DSGN BY: JPP I DRWN BY: AVS /CRT ENGINEERING GPyTOR Fp SERV GF DEPARTMENT o N1AT e1013IT 110. 3/18" = 1' -0 oWA rn er: CRT JPP ME APROwm ar: dtz I a a a (n n r d z M Na- 3 Nom-] 0 x z z y b z N3 o>smMrn BAKERSFIELD MAY 20112011 Naomi m.: ICWS -08 -008 mA K- A CWS08SP06 s 4 or e APPROX BOLT LOCATION. DRILL R EPDXY AFTER EODIPMENT PLACEMENT FOR ]bA6' EMBED. SS HILT HT -RE 500 -SD ANCHORS. TYP. (4 TOTAL) VISAL SPECIAL INSPECTION IS REOUIRED SECTION "A -A" 1• - 1.-0. A 82.8' GENERATOR OVERHAM SECTION TYP. DISCHARGE SECIION APPRDX. BOLT LOCATION. DRILL AND EPDXY AFTER FODPMENT PLACEMENT FOR I•N16• EMBED. S.S. HILT -NR RESOO -SD ANCHOR. TYP. (4 TOTAL) VISUAL SPECIAL INSPECTION REOUIREU. _ _ J /4' CHAMFER, ALL AROUND OUTLINE OF I TANK BOTTOM 4- TYP. FI - L -- J ELECTRICAL STUB -UPW LOUTON NERAiDR '3'0- I 19.06' I 2- POPE I I I -0. OVER ENTRE LENGTH OF FOUNDATION FOOTPRINT r —.- TYP. 5' 2' -2' 41.34' Z. -6. A PLAN VIEW GENERATOR FOUNDATION DETAIL Nam SCALE: 1-=1'-0 - CONTRACTOR SHALL VERIFY EXACT LOCATION OF ANCHOR BOLTS PER MANUFACTURER SPECIFICATONS. NOTES FOR FOUNDATION I. GEbu& ALL CONSTRUCTION NOT SPECITICALLY DETAILED SHALL COFORM TO THE REOUIR:MENTS OF THE 2010 CALIFORNIA BULDRG CODE fCBC) AND ANY LOCK CODE RED10iEYCNTS. ALL pETARS. SECTIONS AND N0TE5 91OAM ON THE DRAWINGS ARE INTENDED TO BE TYPCAL AIR) SHALL APPLY TO SeaIAR SITLATONS ELSEWHERE UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL COMPARE THIS ORAWDG WITH EX"TNG CONDITIMS AT THE SITE. AND WITH ALL OTHER APPLICABLE DRAWINGS- HE SHALL VERITY MEASUREMENTS OF ALL EXISTING FEATURES AFFECTING HIS WORK, ANO SHALL REPORT ANYDISCREPANCIESTOTHECALFONIAWATERSERVICECOMPANYENGINEERFORCLARIFICATIONANDAOII/STIENT BEFORE PROCEEDING WITH THE WORK- THECONTRACTORSTALLBESOLELYRESPONSIBLEFORVERnGTONOFALLDRENSRMISSHIOWNONIH6ORAWNGWITH, THE REOIAREMDITS OF EXISTING CONDITIONS AND ALL RELATED NEW EOUPMENT. FOUNDATION PREPARAJO AREAS TO RECEIVE FILL SMALL BE SCARIFIED TO A DEPTHOFSOXNCESANDWATEREDTOPROVIDEAMDS,TURE CONTENT COIOIEHSURATE WTTHEHTICENTDEN5IFIGTON, AND CONPACFEET TO 95X OF THE MAXIYIM DRY OENSItt PER ASTM DISS2. THERE SHALL BE A MINMIM OF 6- CUSS 2 AGGREGATE BASE (AS) UNDER ANY PROPOSED FOU GAITON COMPACTED TO BSS MOO. THE AGGREGRATE BASE. FORMS AND SUBGRADE SHALL BE THOROUGHLY WETTEDBEFOREPLACEMENTOFCONCRETE. 2. EAtlLHEff ALL CONCRETE SMALL DEVELOP A MNODM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS OF AGE (DESIGN BASED OM 2300 P51-N0 SPEUIAL RSPFLTON 6 REOLURED). MNIWIM CEMENT SHALL BE 5 -1/2 SACKS PER CUBIC YARD. MAXWLIM SLUMP SMALL BE 3'. UNLESS OTHERWISE NOTED. KL D)XROSED HORIZONTAL AND VERTICAL EDGES AND CORNERS SMALL HAVE J/ . 4 CHAMFERS- ALL RENFORGLG BARS, ANCHOR BOLTS. INSERTS AND OTHER HMRDIINIE SIWL BE ACCURATELY SET AND SECURELY HELD N PLACE TO ~AN POSITIONS DLAT,NGPLACEMENTOFCONCRETE. THE LEVEL 815 RRX' AREA AT THE TOP OF THE FOUNDATION! SHALL RECEIVE A HARD STEEL TROWEL FINISH. SMOOTH AND LEVEL. CONCRETE PAD SIALL BE WATER CURED CONTINUOUSLY FOR 2 DAYS UNLESS OTMERW6E NOTED. NO ALUMNUM CONDUIT OR PRODUCTS CONTAUIDIG ALUM[NIY OR ANY OTHER MATERIALWLIURLOLSToTHECONCRETESHALLBEEMBEDDEDNTHECONCRETE. CONCRETE wSPECTON TO BE PERFORMED W CONS CO. 3. RFaFORTG STFII ALL BARS SHA L BE GRADE W DEFORMED BARS CONFORMNG TO AS. MI& REWFORCRG BAR BENDS AND STANDARD NOOKS SHALL ONFORM TO ACI 31e. LATESTEDIDDWALLBENDSSHWlBESTANDARDHOOKSUNLESSOTHERWISESHOLIN. BARS 20 FEET AND SNORTER N LENGTH SHALL. BE N SINGLE LENGTH RUNS WITHOUT SPLICES. BARS LONGER THAN 20 FEET N LENGTH SHALL BE N SNGAE LENGTH RUNS OR MAY BE SPLICED WITH " BAR OUAETER LAPS (2' -0- FOR 04 BARS), SPICES N ADACENT BAR RUNS SHALL B[ HELL STAGGERED. 4. REFFRULU SEE CIMIWS POWER GlIHEPoATION DRAWING 0500 -31]5 SKEET 1 OF 2 FDR REODRED STUB -UPS THROUGH THE FOUNMTON AND NOTE 2 ON THE SAME DRANNG FOR FUEL TAN( MDUNTNG INSTRUCTIONS. 5. KRODL SPECIAL INSPECTION MUST BE PERFORMED WHERE REOLINED FOR CONCRETE AND EPDXY ANDOIS N A CRDI)ICE WITH SECTIONS 1204.4 AND 1204.13 OF THE 2010 CBC, WHEREBY SPECIAL I SPECTIDM 6 DEFINED N SECTION 1702-1 OF THE 2010 CBG a, r n AH4nIORs EPDXY ANCHORS STALL BE STAINLESS STEEL WWII HRT -RE 500M WITH F593 THREADED RODS. ALL EPM ANCHORS SHWA DD INSTALLED PER MNIFACIURER'S SPECFCATIOIS W X RCPORT X2322. V51ML SPEED RSKCDDN 6 REOINED. SPECIAL NOTE THE FOUNDATION MIST BE SOLMRE, AND THE ANCHOR BOLTS MUST BE ACCURATELY PLACED PLUMB, THE GENERAL CONTRACTOR STALL BE RESPONSIBLE FOR THEFOIIRMTON. THE ELECTRICAL CONTRACTOR SNAIL BE RESPONSIBLE FOR ANCHORINGTHEGENSETANDENSUIHNGPROPERPOSITpOGOFTHEANCHORBCLTSNTHE CENSER FOUNDATION, Pacific Engineering Group, Inc. 9699 Blue La*spLU Lane, Ste 104 Mon . CA 93940 u Ph (631) 333 -0644 fax: ( 837 3330645 ENGINEERING GPyTO 2' Q 9J V F p SER'J DEPARTMENT m s NAT i IIfL: AS SHOWN C4WM rt: A. GARCIA G. KNOrr AllmFp m WtW: C F 822 ' - 30-11 I A HOT VALID WITHOUT WET SICNAa E i C m 0 a z x 3 o d z o o a o Z o z a rZaa z j ORIOLT. BAKERSFIELD W.TC 08/23/11 WINXR m_ XXXX D4WNG MD.: BK —XXXX B! 1 a 2 14 O TOP. 3/4• CHAMFER (TYP.) VARIES 2' TD 4 2' FINISH GRADE CN. a M 3' CLR. 5' MN. TYP. CRUSHED ROCK 14 O 12' O.L. 12' EA MY TDP 1K d BOTTOM. TYP. 3• CUR. IMP. 4 O 16' O.C. SECTION "A -A" 1• - 1.-0. A 82.8' GENERATOR OVERHAM SECTION TYP. DISCHARGE SECIION APPRDX. BOLT LOCATION. DRILL AND EPDXY AFTER FODPMENT PLACEMENT FOR I•N16• EMBED. S.S. HILT -NR RESOO -SD ANCHOR. TYP. (4 TOTAL) VISUAL SPECIAL INSPECTION REOUIREU. _ _ J /4' CHAMFER, ALL AROUND OUTLINE OF I TANK BOTTOM 4- TYP. FI - L -- J ELECTRICAL STUB -UPW LOUTON NERAiDR '3'0- I 19.06' I 2- POPE I I I -0. OVER ENTRE LENGTH OF FOUNDATION FOOTPRINT r —.- TYP. 5' 2' -2' 41.34' Z. -6. A PLAN VIEW GENERATOR FOUNDATION DETAIL Nam SCALE: 1-=1'-0 - CONTRACTOR SHALL VERIFY EXACT LOCATION OF ANCHOR BOLTS PER MANUFACTURER SPECIFICATONS. NOTES FOR FOUNDATION I. GEbu& ALL CONSTRUCTION NOT SPECITICALLY DETAILED SHALL COFORM TO THE REOUIR:MENTS OF THE 2010 CALIFORNIA BULDRG CODE fCBC) AND ANY LOCK CODE RED10iEYCNTS. ALL pETARS. SECTIONS AND N0TE5 91OAM ON THE DRAWINGS ARE INTENDED TO BE TYPCAL AIR) SHALL APPLY TO SeaIAR SITLATONS ELSEWHERE UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL COMPARE THIS ORAWDG WITH EX"TNG CONDITIMS AT THE SITE. AND WITH ALL OTHER APPLICABLE DRAWINGS- HE SHALL VERITY MEASUREMENTS OF ALL EXISTING FEATURES AFFECTING HIS WORK, ANO SHALL REPORT ANYDISCREPANCIESTOTHECALFONIAWATERSERVICECOMPANYENGINEERFORCLARIFICATIONANDAOII/STIENT BEFORE PROCEEDING WITH THE WORK- THECONTRACTORSTALLBESOLELYRESPONSIBLEFORVERnGTONOFALL DRENSRMISSHIOWNONIH6ORAWNGWITH, THE REOIAREMDITS OF EXISTING CONDITIONS AND ALL RELATED NEW EOUPMENT. FOUNDATION PREPARAJO AREAS TO RECEIVE FILL SMALL BE SCARIFIED TO A DEPTHOFSOXNCESANDWATEREDTOPROVIDEAMDS,TURE CONTENT COIOIEHSURATE WTTHEHTICENTDEN5IFIGTON, AND CONPACFEET TO 95X OF THE MAXIYIM DRY OENSItt PER ASTM DISS2. THERE SHALL BE A MINMIM OF 6- CUSS 2 AGGREGATE BASE (AS) UNDER ANY PROPOSED FOU GAITON COMPACTED TO BSS MOO. THE AGGREGRATE BASE. FORMS AND SUBGRADE SHALL BE THOROUGHLY WETTEDBEFOREPLACEMENTOFCONCRETE. 2. EAtlLHEff ALL CONCRETE SMALL DEVELOP A MNODM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS OF AGE (DESIGN BASED OM 2300 P51-N0 SPEUIAL RSPFLTON 6 REOLURED). MNIWIM CEMENT SHALL BE 5 -1/2 SACKS PER CUBIC YARD. MAXWLIM SLUMP SMALL BE 3'. UNLESS OTHERWISE NOTED. KL D)XROSED HORIZONTAL AND VERTICAL EDGES AND CORNERS SMALL HAVE J/ . 4 CHAMFERS- ALL RENFORGLG BARS, ANCHOR BOLTS. INSERTS AND OTHER HMRDIINIE SIWL BE ACCURATELY SET AND SECURELY HELD N PLACE TO ~AN POSITIONS DLAT,NGPLACEMENTOFCONCRETE. THE LEVEL 815 RRX' AREA AT THE TOP OF THE FOUNDATION! SHALL RECEIVE A HARD STEEL TROWEL FINISH. SMOOTH AND LEVEL. CONCRETE PAD SIALL BE WATER CURED CONTINUOUSLY FOR 2 DAYS UNLESS OTMERW6E NOTED. NO ALUMNUM CONDUIT OR PRODUCTS CONTAUIDIG ALUM[NIY OR ANY OTHER MATERIALWLIURLOLSToTHECONCRETESHALLBEEMBEDDEDNTHECONCRETE. CONCRETE wSPECTON TO BE PERFORMED W CONS CO. 3. RFaFORTG STFII ALL BARS SHA L BE GRADE W DEFORMED BARS CONFORMNG TO AS. MI& REWFORCRG BAR BENDS AND STANDARD NOOKS SHALL ONFORM TO ACI 31e. LATESTEDIDDWALLBENDSSHWlBESTANDARDHOOKSUNLESSOTHERWISESHOLIN. BARS 20 FEET AND SNORTER N LENGTH SHALL. BE N SINGLE LENGTH RUNS WITHOUT SPLICES. BARS LONGER THAN 20 FEET N LENGTH SHALL BE N SNGAE LENGTH RUNS OR MAY BE SPLICED WITH " BAR OUAETER LAPS (2' -0- FOR 04 BARS), SPICES N ADACENT BAR RUNS SHALL B[ HELL STAGGERED. 4. REFFRULU SEE CIMIWS POWER GlIHEPoATION DRAWING 0500 -31]5 SKEET 1 OF 2 FDR REODRED STUB -UPS THROUGH THE FOUNMTON AND NOTE 2 ON THE SAME DRANNG FOR FUEL TAN( MDUNTNG INSTRUCTIONS. 5. KRODL SPECIAL INSPECTION MUST BE PERFORMED WHERE REOLINED FOR CONCRETE AND EPDXY ANDOIS N A CRDI)ICE WITH SECTIONS 1204.4 AND 1204.13 OF THE 2010 CBC, WHEREBY SPECIAL I SPECTIDM 6 DEFINED N SECTION 1702-1 OF THE 2010 CBG a, r n AH4nIORs EPDXY ANCHORS STALL BE STAINLESS STEEL WWII HRT -RE 500M WITH F593 THREADED RODS. ALL EPM ANCHORS SHWA DD INSTALLED PER MNIFACIURER'S SPECFCATIOIS W X RCPORT X2322. V51ML SPEED RSKCDDN 6 REOINED. SPECIAL NOTE THE FOUNDATION MIST BE SOLMRE, AND THE ANCHOR BOLTS MUST BE ACCURATELY PLACED PLUMB, THE GENERAL CONTRACTOR STALL BE RESPONSIBLE FOR THEFOIIRMTON. THE ELECTRICAL CONTRACTOR SNAIL BE RESPONSIBLE FOR ANCHORINGTHEGENSETANDENSUIHNGPROPERPOSITpOGOFTHEANCHORBCLTSNTHE CENSER FOUNDATION, Pacific Engineering Group, Inc. 9699 Blue La*spLU Lane, Ste 104 Mon . CA 93940 u Ph (631) 333 -0644 fax: ( 837 3330645 ENGINEERING GPyTO 2' Q 9J V F p SER'J DEPARTMENT m s NAT i IIfL: AS SHOWN C4WM rt: A. GARCIA G. KNOrr AllmFp m WtW: C F 822 ' - 30-11 I A HOT VALID WITHOUT WET SICNAa E i C m 0 a z x 3 o d z o o a o Z o z a rZaa z j ORIOLT. BAKERSFIELD W.TC 08/23/11 WINXR m_ XXXX D4WNG MD.: BK —XXXX B! 1 a 2X 98 - 13.91 D CI 2X 151 5.91 BI EXHAUST CONNECTOR (A299)- 3 INCH NPT FUEL RETURN BEADED CONNECTOR (MALE) FOR 8.Omm ID HOSE (FAR SIDE) NOTE 3.1 ELECTRICAL CONNECTION AREA (BOTH SIDES) NOTE 8--- 1203 NOTE 9 47_41_ _ B GENERATOR ELECTRICAL LOAD CONNECTIONS MIO THREADED STUDS OPTIONAL COOLANT HEATER (HO36, H074) 4X 0 78 [3,071 LIFTING HOLES A OPTIONAL OIL DRAIN EXTENSION (H268) ACCESS HOLE FAR SIDE) I X 21 36.41 UEL SUPPLY BEADED CONNECTOR MALE) FOR 8.Omm ID HOSE FARSIDE) NOTE 3.1 i OIL FILL (FAR SIDE) 1 _ 82 600 1215 123.61 255 41.91 1 49.41 CRANK 478 444 [18.81 443 17L5] [17.41 16. 8 21 1 356 - 141 527 20.81 DIM "B" 944 REAR FACE OF BLOCK 37.21 1038 40.91 1406 55.31 1518 59.81 DIM "A" 2104 82.81 5 4 25 I] COOLANT DRAIN COCK OR OPTIONAL ENGINE COOLANT DRAIN EXTENSION (EO89). BOTTOM I 3 2 I 1[l b llt AD YEYIS101 FRD28313 A I PRODUCTION_REIEASE ronoanu a I-- t l- - - room a lu ro CG 311 12.31 205 - 81 EI 966 38.031 508 201 1016 4 0 1 ANG TO[ : } I. p' SCALE: 1 /8 tp'p 3 2 DI NOTES: D TABULATION I. DIMENSIONS SHOWN IN [ 1 ARE IN INCHES. ALT DATA SH # LONGEST DA*" M OF GENERATOR OR CONNECTION BOX DIM "B" 2. 0 20.7 [.811 HOLES MARKED BY A ARE FOR 4 201 1791 POINT ISOLATION MOUNTING OR SECURING TO MOUNTING 926 SURFACE. 3. GENSET SUPPLIED WITH FLEXIBLE FUEL LINES THAT CAN 202 1791 BE CONNECTED TO ENGINE INTERFACE POINTS. 3.1 FUEL RETURN LINE AND FUEL SUPPLY LINE:1520 1601 LONG 1100 WITH 1/8 -27 NPT (MALE) TERMINATION. 203 4. 0 25.4 [1.01 HOLES MARKED ARE FOR SUBBASE 950 FUEL TANK ATTACHMENT OR SECURING TO MOUNTING 1120 SURFACE. 204 5. REFER TO CIRCUIT BREAKER OUTLINE DRAWING FOR 961 ELECTRICAL STUB -UP AREA FOR SPECIFIC BREAKERS. USE EXISTING FASTENERS FOR DUCT ATTACHMENT. 5.1 REFER TO SUBBASE FUEL TANK OUTLINE DRAWING FOR OPTIONAL DUCT ADAPTER (NOT SHOWN) 1926 ELECTRICAL STUB -UP AREA AVAILABLE WITH FUEL TANKS. AVAILABLE (FO13). 986 c 6. TABULATED WEIGHT AND CG IS FOR SET WITH NO OPTIONS. 123 1921 15.61 28.41 39.51 7. FOR ENTRANCE BOX APPLICATIONS SEE APPLICABLE 2690 207 1921 ENTRANCE BOX OUTLINE DRAWING. RADIATOR FILL 1015 40.01 1250 127601 8. OPTIONAL ENTRANCE BOX (NOT SHOWN) WILL BE MOUNTED 80.21 1045 41.11 ON THE RIGHT SIDE AS VIEWED FROM THE CONTROL. 1310 2890) 9. OPTIONAL BREAKER BOX (NOT SHOWN) WILL BE MOUNTED ON THE LEFT SIDE AS VIEWED FROM THE CONTROL UNLESS OTHERWISE SPECIFIED. CG 311 12.31 205 - 81 EI 966 38.031 508 201 1016 4 0 1 ANG TO[ : } I. p' SCALE: 1 /8 tp'p 3 2 DI v A HOUSING READY SKID BASE D4552 I Pro/FrNGINFFRR TABULATION ALT DATA SH # LONGEST DA*" M OF GENERATOR OR CONNECTION BOX DIM "B" GEN SET WET WEIGHT kg LB 201 1791 70.51 926 36.51 1080 2380) 202 1791 70.51 934 36.81 1100 2430 203 1881 74.11 950 37.41 1120 2470) 204 1881 74.11 961 37.81 1140 25201 205 1926 75.81 986 38.8) 1190 2630 206 1921 15.61 1003 39.51 1220 2690 207 1921 75.61 1015 40.01 1250 127601 208 2036 80.21 1045 41.11 1310 2890) v A HOUSING READY SKID BASE D4552 I Pro/FrNGINFFRR Sheet 1 of 2 6 5 4 3 2 1 1 0500_3161 D Pro /ENGINEER METRIC DWG m0 m n 1EATU 01[ w Cell a wUCO -10621 H I FEATURE CODE E125 -2 WAS E0I4-2 - DPA DPA G.NISHORE 06AUG09 R 649 25.5] DOOR SWING 5 DOORS RADIATOR FILL NOTE: DD I I. DIMENSIONS SHOWN IN ( ] ARE INCHES. I AIR DISCHARGE AREA I 2. HOUSING AND MUFFLER WEIGHT: 428 k [943 Ibs] 9 HOUSING AND MUFFLER (L999 -2) WEIGHT: 432 kg [953 Ibs] 3. HEIGHT INCREASE OF 14.6 [0.6] WHEN OPTIONAL SKID I 1 SOUND BARRIER IS USED. 844 I 1331 4. THE CENTER OF GRAVITY (CG) OF THE GENERATOR SET WHEN EQUIPPED WITH THIS HOUSING SHIFTS APPROX T 17 [3.0] TOWARD RADIATOR END COMPAREDII° TOO THE EQUIVALENT NON- HOUSED PRODUCT WITH THE F119 SKID. SEE HOUSING READY SKID BASE OUTLINE DRAWING FOR CG LOCATION OF NON- HOUSED PRODUCT. 5. GGHF MODELS WITH E125 -2 HIGH AMBIENT COOLING SYSTEM HAVE TWO FRONT DUCTS AND AN OVERALL LENGTH OF 3059 [120.41191 70.81 UFFLER 76.2 [31 OD cc I—=- fir- - - - = -1 J I. j AIR INTAKE AREA j FARSIDE ONLY TROL I VIEWING WIN ) SHOWN 8 8 DOOR LATCHES ARE B KEY LOCKABLE AND PADLOCKABLE ALL DOORS) A c CONTROL B ACCESS B DOOR CG NOTE 4 GENERATOR END O O C 200 [7871 X 400 [15.151 fll — 658 179 42 654 RED DECOVEREDDEBRIS CLEAN OUT 1016 — 261 7] 5.61 261 OPENING NOTE 3) \ [401 1118 656 1049 441 [25.8] 41.31 4X 0 78 (3.0112104 82 81 LIFTING HOLES 4KID BOTTOM SOUND BAR trc2518SHOWN1101.51 A NOTE 5 A QUIET SITE II, SECOND STAGE TABULATION SKID BASE D I M A D I M B DIM C ITFI PART NO ° OESCR Rr10. OR 4AtftIAl SHOWN) 953 [76.91 1823 [71.81 224 [8.81 AA }A ,As }EI„ clrro 21 CuAwm s Po R GEAEIiA7wN D_HOFMEISTER II- 21r- 96 ,, spae1to.e .0 t.AA m S_JULIN II -2196 1.BLff n.lvte rol.m troll -.euAt0rOLt uPAb+[4 R- ENGELMANN 11 -21 -96 slre roue OUTL I NE- ENCLOSURE (FIN) I.0 S. N- 1.H V.IHI.II .?•I. IH ,.IIL .111 CIAA r0 LN -II t2Sli.q RR.IU ,.IIII.H, ALE Or LS141.H 9.)hlll .IB.m ..1121 -.WS PGA 0 5 0 0.316 7 1AT, A•, ; D68Bn8C CA,CB,GGfB,(C rD 6 5 4 T 3 2 Sheet 1 of 2 6 5 4 L 3 0500.3175 0 OPTIONAL LOW FUEL LEVEL FUEL GAUGE SWITCH (C157)(1 114 NPT 1 112 NPT MALE) FEMALE) NOTE 31 OPTIONAL FUEL INLET 1226 OPTIONAL LIQUID IN (3/8 NPT FEMALE) [48.271 RUPTURE BASIN SWITCH (C 16 9) NOTE 3 D (1 114 NPT FEMALE) NOTE 3 x%20.6 MOUNTING LOCATION FOR 2X OPTIONAL FUEL PUMP 142.1 NOTE 5 [0.8111 AND CONTROL(C149) 5.621 101.4 — - - - -- - - - - -- - — - — - - — - — — — — — — 3.991 148.6 1 I 5.851 FUEL TANK 834.3 STUB -UP AREA 32.851 856 1 I 33.71 I I I I I I I I C 148.6 I I 15.851 I 101.4 3. 991 — ® — — — — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - 80 1050 355.7 3.151 [41.341 [14 1714 484.2 I 1480.07 — [ 67.481 - 19.061 [58.271 234 1193 19.211 [70.591 AN 7 I rl D 5 4 loz.8[1 D NOTES: FUEL FILL 25 ENGINE SUPPLY 2 NPT MALE) DGBB /BC -60 Hz 5/16 I.D. HOSE NOTE LOCAL CODE TO DETERMINE VENTING REQUIREMENTS 1 14 NPT FEMALE) 3 ENGINE RETURN DGCA,CB,CG DSFAA,AB,AC,AD,AE -60/50 Hz NOTE 3 3/16 I.D. HOSE EXCESSIVE TWISTING OF THE FUEL TANK, WHEN C167 1/4 NPT FEMALE) DGGD -50 Hz VENT 295 (650) 50 J NOTE 3 VENT--\ N DGHD -50 Hz BE OBSERVED: 5 4 loz.8[1 D NOTES: o 25 0159 -1463 0.981 I. TANKS ARE UL142 LISTED. SECONDARY CONTAINMENT DGBB /BC -60 Hz M A 0 LOCAL CODE TO DETERMINE VENTING REQUIREMENTS C168 FOR BOTH COMPARTMENTS. DGCA,CB,CG DSFAA,AB,AC,AD,AE -60/50 Hz I 1- EXCESSIVE TWISTING OF THE FUEL TANK, WHEN C167 FASTENING IT TO A FOUNDATION, MAY RESULT DGGD -50 Hz IN STRUCTURAL FAILURE OF THE TANK. TO INSURE 295 (650) 50 J 2 1 2103.5 5 4 loz.8[1 D NOTES: MODEL 25 0159 -1463 0.981 I. TANKS ARE UL142 LISTED. SECONDARY CONTAINMENT DGBB /BC -60 Hz GENERATOR BASE TANK. REFER TO TANK LABELS AND C168 LOCAL CODE TO DETERMINE VENTING REQUIREMENTS C168 FOR BOTH COMPARTMENTS. DGCA,CB,CG DSFAA,AB,AC,AD,AE -60/50 Hz 2. SUBBASE FUEL TANK MOUNTING. C168 EXCESSIVE TWISTING OF THE FUEL TANK, WHEN C167 FASTENING IT TO A FOUNDATION, MAY RESULT DGGD -50 Hz IN STRUCTURAL FAILURE OF THE TANK. TO INSURE 295 (650) THE INSTALLATION DOES NOT EXCESSIVELY TWIST C167 THE FUEL TANK. THE FOLLOWING PROCEDURE MUST DGHD -50 Hz BE OBSERVED: 2.1 REFER TO ONAN APPLICATION MANUAL T030 FOR C167 1016 GENERAL SET MOUNTING GUIDELINES. 401 2.2 AFTER PLACING SET ON FOUNDATION, VERIFY ALL966 38.031 FOUR MOUNTING PADS CONTACT FOUNDATION. 2.3 THERE ARE 8 SHIMS (.0147 INCH THK) ATTACHED TO CEACHFUELTANK. THESE ARE INTENDED TO FILL ANY GAP BETWEEN THE MOUNTING PADS AND FOUNDATION. IF MORE SHIMS ARE REQUIRED OBTAIN ADDITIONAL P/N 159 -1378 FUEL TANK SHIMS. 2.4 INSERT THE MAXIMUM HEIGHT STACK OF SHIMS THAT WILL SLIDE INTO THE GAP. 2.5 TIGHTEN TANK HOLD DOWN MOUNTING FASTENERS. 3. INDICATES PIPE SIZE OF INTERFACE PORT ON FUEL TANK FOR FEATURE OR OPTION INDICATED. 4. DIMENSIONS IN [ 1 ARE IN INCHES. 5. THIS AREA INDICATES ELECTRICAL STUB -UP SPACE WITHIN THE GENERATOR SET SKIDBASE AS IDENTIFIED ON THE GENERATOR SET OUTLINE DRAWINGS. THE PORTION OF THIS AREA SHOWN OVERLAPPING THE FUEL TANK BODY IS ACCESSIBLE ONLY ABOVE THE TOP OF THE FUEL TANK. FEATURE OPTION USE OF TANK MODEL TANK 0159 -1463 0159 -1464 DGBB /BC -60 Hz C167 C168 DG8B /BC -50 Hz C168 2 "NPT DGCA,CB,CG DSFAA,AB,AC,AD,AE -60/50 Hz C167 C168 DGGD -60 Hz C167 3 "NPT DGGD -50 Hz C168 295 (650) DGHD -60 Hz C167 C168 DGHD -50 Hz C168 DGHE -60/50 Hz C167 C 6 TABULATION FUEL TANK PART N0, DIM A VENT SIZE NOTE 3 TANK VOLUME-LITER (GAL) DRY WEIGHT kg (Ib) NOMINAL EFFECTIVE 0159 -1463 285.72 [11.251 2 "NPT 284 175 265 (70) 227 (500) 0159 -1464 487.02 [19.171 3 "NPT 549 (1451 530 (140) 295 (650) E DUAL WALL SUBBASE FUEL TANK Eu 0 6 5 4 1 3 2 1 0500.31 75 75 EI W. LIE W, REI15101 73846 A 1 PRODUCT I ON-RELEASE M.E 01 rIPIEI 011E CSE RKE I I 20 -96 31 FRONT OF ENCLOSURE (F172) 1015.96 74839 B - ---------- - - - - -- ROOF L I NE ( F 1 72 8 113) 139.9981 75718 C 2 REV PER ER ESE LLETT II -07 -97 76897 D - -- ------- - - - - -- r- - r 78251 E I CHANGES PER ER SAC LLETT 12-08 -98IFRD16533F - ---------- - - - --- ELN 05 -08 -03 FRD17843 G - -- -------- - - - - -- I FRD28219 H - ---------- - - - - -- 4j; jDGi' I EW 06-22-06 D I i I i I i I I D I ROOF LINE (F001/F182) I 1 FOR ENCLOSURE DETAILS SEE ENCLOSUREi I OUTLINE DRAWINGS. 1 1845 j 72.641 o F172 8 F173) C> z I 0o ° I o 1363 53.661D1FI71) C o j CII I I I ENCLOSURE SIDES I I I ENSET SKID TOP I i i F173 j I I I I I I I I 0 DIM A 0 2101 182.721 FI71 d 172) 2578 B 101.51 B TANK ELECTRICAL STUB -UP 4X 020.62X NOTE 5, PAGE 1 0.811 050 355.7 --{ 2541.34] 141 1 10.981 F• I I i i I I 1 1 966 1 1 1 38.031 A I I j A CLASSIFICATION OF CHARACTERISTICS CRITICAL . 1--1--,-- - i i MAJOR APPROVED _ O R_ENGELMANN -- H. PART 10 Tart O[SCF IPiION Ox v11E11Al 1 1 MINOR (NONE) DATE _11-20 96 00 MDT cl'AIF u I t ll 0500.3118 D w un 1500.311a D Ie C.EDWARDS II -20-96 Aimesota 55432 LINE BELOW SYMBOL APPLIES TO UPPER LIMIT 1 i O.a38 cull S_JUL IK II -20 -96 NE ABOVE SYMBOL •APPLIES TO LOWER LIMITNEWDWG 11! 1e 4.IV0M u1F1.31 R_ENGELMANN I I -20 -96 T yOUTLINFFUEL_TAN NO LINE WITH SYMBOL hPPLIES f0 60TH LIMITS S11 !!1 -0.AI 1 W MI Y ..r9.7S11.11 A° •a. 1101"ia Ou u...v, PrDAHOM TNEY INSTRUCTION (NO TOLERANCE) 04no 10ssllErc 178 MS I.Y71.H X1.1111.11 M6 w® °°On 0500 -3115 2 °2 6 5 4 j 3 2 1 Enclosures and tanks 35 -230 kW gensets Enclosure features Options 14- gauge, low carbon, hot - rolled ASTM A569 steel construction (panels) 12- gauge, low carbon, hot - rolled ASTM A569 steel construction (posts) Stainless steel hardware -- - Compact footprint Zinc phosphate pretreatment, a -coat primer and super durable powder topcoat paint minimize corrosion and color fade Package listed to UL 2200 Fuel and electrical stub -up area within enclosure perimeter Two or three recessed doors per side, depending on generator set dimensions, for service access Doors key and padlockable for added security Weather protective seals around all doors on sound - attenuated enclosures Enclosed exhaust silencer improves safety and protects against rust Critical sound level exhaust silencers in sound - attenuated enclosures Rain collar and rain cap Non - hydroscopic sound - attenuating material Easy access lifting points for spreader bars or forklift, depending on model Compatible with most under -set fuel tanks Enclosure attaches directly to generator set skid base or fuel tank, depending on model Designed for ambient temperatures up to 50 °C 122 °F) Refer to genset model cooling system data sheets for specific capabilities Enclosures are designed for outdoor use only Two levels of sound attenuation, and weather protective enclosure, steel and aluminum (most models). Super durable powder coat painted aluminum construction minimizes corrosion and color fade, panels and posts .1 " thick, ASTM B209, 5052 H32. Aluminum wind rated to 150 mph (per ASCE 7 -05 exposure D, category 1 importance factor) (also available on some steel enclosures). Window for control viewing: Kits to up fit existing gensets or to upgrade existing enclosures with additional sound attenuation. Exterior oil and coolant drains with interior valves for ease of service. Overhead 2 -point lifting brackets (some models). 02009 Cummins PowerGeneration Inc. All rights reserved. Cummins Power Generation and Cumminsare registered trademarks ofCummins Inc. "Ourenergy working for you.' is a trademark of Cummins PowerGeneration. Specifications are subject to change without notice. S-1012y (11/09) Fuel tank features Rectangular, heavy gauge, welded steel construction UL 142 Listed ULC- S601 -07 Listed NFPA 37 compliant Double wall with a sealed, separately vented, integral fuel containment basin Reinforced steel box channels for generator support Full height gussets provided at genset mounting holes Interior coated with a solvent -based rust preventative Emergency pressure relief vent cap Port for normal vent Top- mounted fuel gauge Fuel supply and return tubes Raised fuel fill Mounting brackets for optional pump and control Ground clearance to minimize bottom rusting Integral lifting points Tanks are leak- checked to ensure integrity of weld seams prior to shipment Options Fuel pump and control Low fuel level switch Leak detection rupture basin switch Fuel level control float valve (some models) Accessory kits for U.S. regional codes (some models) Dual wall sub -base fuel tanks - usable operating hours Genset model Gallons/hour at full load 70 gallon tank 109 gallonf tank `-tank 140 gallon 173 gallon tank 309 gallon tank 336 gallon tank Gallons fuel after low level switch 35 DGBB 2.9 24 48 4.96 35 DGGD 2.9 24 48 4.96 35 DSFAA 3.8 18 37 4.96 40 DGBC 3.4 21 41 4.96 40 DGHD 3.1 23 45- 4.96 -- 40 DSFAB 4.5 16 31 4.96 50 DGCA 4.2 17 33 4.96 50 DGHE 3.9 18 36 4.96 SO DSFAC 5.1 14 27 4.96 60 DGCS 4.7 15 30 4.96 60 DSFAD 5.9 12 24 4.96 80 DGCG 6.3 11 22 4.96 80 DSFAE 6.9 10 20 4.96 100 DGDB 7.5 15 23 45 6.42 100 DSGAA 8.5 36 125 DGDK 9.5 11 18 35 6.42 125 DSGAB 10.0 30 150 DGFA 13.1 8 13 26 6.42 150 DSFAC 12.2 25 175 DGFB 14.6 8 12 23 6.42 175 DSHAB 14.9 8 12 23 6.42 200 DGFC 16.2 7 10 21 6.42 200 DSHAC 16.4 7 10 21 6.42 230 DGFS 18.1 6 10 19 230 DSFAD 1 18.2 6 10 18 Operating hours are measuredat 60Hz, standby rating. Our energy working for you: M www.cumminspower.com 2009Cummins PowerGeneration Inc. All rights reserved. Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. Our energy working foryou." is atrademark of Cummins PowerGeneration. Specifications ere subject to change without notice. S -1012y If1/09) Power Generation Enclosure package sound pressure levels @ 7 meters dB(A) Genset model Weather protective enclosure steel: F182 aluminum: F216* Level 1 sound attenuated enclosure steel: F172 aluminum: F231* Level 2 sound attenuated enclosure steel: F173 aluminum: F217* Level 3 sound attenuated enclosure steel: F232 aluminum: F233* Natural Gas 3S GGFD 80 73 65 WA 42/47 GGFE 83 73 66 WA 60 GGHE 86 77 68 WA 70/75 GGHF 87 77 69 WA 85 GGHG 80 76 70 WA 100 GGHH 80 76 71 WA 125 GGLA 83 81 72 WA 150 GGLB 84 81 73 WA Diesel WA 3S DOM 82 71 63 WA 35 DGGD 81 72 66 WA 35 DSFAA 87 78 70 WA 40 DGBC 82 72 63 WA 40 DGHD 79 71 64 WA 40 DSFAB 87 79 70 WA SO DGCA 83 72 66 WA 50 DGHE 79 70 65 WA 50 DSFAC 87 79 70 WA 60 DGCB 84 73 67 WA 60 DSFAD 87 79 71 WA 80 DGCG 84 76 67 WA 80 DSFAE 87 82 72 WA 100 DODO 86 77 70 WA 100 DSGAA 87 WA 73 68 12S DGDK 86 80 71 WA 123 DSFAB 87 WA 74 69 150 DGFA 89 77 72 WA 150 DSFAC 88 WA 75 70 175 DGFB 90 78 72 WA 175 DSHAS 95 88 78 WA 200 DGFC 91 80 74 WA 200 DSHAC 95 88 78 WA 230 DGFS* 91 81 75 WA 230 DSHAD 96 89 78 WA Where two naturalgas ratings are shown above, the first is the naturalgas rating and the second is the propane rating. Data is a measuredaverage of8 positions, and is 60Hz, fullloadstandby rating, steel enclosures only. Soundlevels on aluminum enclosures are apprommately2 dB(A) higher than steelas measured above. Aluminum not available on model, 230 DGFS. Our energy working for you.TM www.cumminspower.com 2009 Cummins Power Generation Inc. All rights reserved. Cummins Power Generation and Cummins are registered trademarksof Cummins Inc. 'Our energy working foryou." Is a trademark of Cummins PowerGeneration. Specifications are subject to change without notice. S -1012y (11/09) Q0 Power Generation Diesel package dimensions of enclosure, exhaust system and UL tank VftaLer protective Kilowatt ra Tank size Length (in) Width On) Height On) Weight (Ibs) 35 - 80 kW 70 gal 0 83 40 65 810 steel, 140 gallon tank 83 40 91 1396 steel 729 aluminum 140 gallon tank 83 40 73 960 steel, 173 gallon tank 108 40 92 1636 steel 69 879 aluminum 1010 steel, 100 -230 kW 109 gallon tank 105 40 87 1904 steel, 888 aluminum 173 gallon tank 105 40 4 1136 steel, 40 92 2030 steel, 1014 aluminum - 309 gallon tank 105 44 87 4838 steel, 43 97 5852 steel, 416 aluminum 336 gallon tank 105 40 88 13 1247 alumin 40 wire) 1 sound attenuated Kilowatt rating nk slze Length On) Width (in) Height (In) Weight (Ibs) 35 - 80 kW 70 gallon tan 83 40 83 1246 steel 140 gallon tank 83 40 91 1396 steel 100 -230 kW 109 gallon tank 108 40 87 1510 steel 173 gallon tank 108 40 92 1636 steel 336 gallon tank 108 40 106 1869 s Level 2 sound attenuated Kilowatt rating Tank size Length On) Width On) Height On) Weight (Ibs) 38 - 80 kW 70 gallon tank 102 40 1443 steel, 1186 aluminum 140 gallon tank 102 40 91 1593 steel, 1336 aluminum 100 -230 kW 109 gallon tank 142 40 87 1904 steel, 1538 aluminum' 173 gallon tank 142 40 92 2030 steel, 1664 aluminum' 309 gallon tank 145 43 97 5852 steel, 4780 aluminum 336 gallon tank 142 40 106 2263 steel, 1897 aluminum' Kilowatt rating I Tank size 100 - 150 kW 1 309 gallon tank 1 158 Aluminum not avallable on models 230DGFS Our energy working for you.TM www.cumminspower.com Width On) I Height On) 43 2009 Cummins Power Generation Inc. All rights reserved. Cummins PowerGeneration and Cummins are registered trademarks of Cummins Inc. Our energy working for you." Is atrademark of Cummins Power Generation. Specifications are subject to change without notice. S -1012y (11/09) Weight pbs) 6052 steel, Power Generation Spark ignited package dimensions of enclosure and exhaust system Vie4t..her protective Genset Model A4Vgth (in) Width On) Height (in) Weight (Ibs) Weather protective enclosure package 35 GGFD 83 in. 40 in. 54 in. 310 lbs. steel, 229 lbs. aluminum 45 GGFE 83 in. 40 54 in. 310 lbs. steel, 229 lbs. aluminum 60 GGHE 83 In. 40 In. 54 in. 310 lbs. steel, 229 lbs. aluminum 70 GGHF 83 in. 40 in. 54 in. 310 lbs. steel, 229 lbs. aluminum 85 GGHG 105 in. 40 in. 70 in. steel, 275 lbs. aluminum 100 GGHH 105 in. 40 in. 70 In. 520 lbs. steel, . aluminum 125 GGLA 105 in. 40 In. 70 in. 560 lbs. steel, 275 lbs. alum) 150 GGLB 105 in. 40 in. 70 in. 560 lbs. steel, 275 lbs. aluminum M"Ll. L.— Sound attenuated Genset Model pn) Width On) Height On) Weight (Ibs) Sound attenuated Level 1 enclosure package 35 GGFD 83 In. Kent CT 12 5BF United Kingdom 721n. 746 lbs. steel 45 GGFE 83 in. 40 in. 72 in. 746 lbs. steel 60 GGHE 83 in. 40 in. 746 lbs. steel 70 GGHF 83 in. 40 in. 72 in. 746 lbs. steel 85 GGHG 105 in. - -- 60 In. - 70 in. 710 I - - -- 100 GGHH 105 in. 60 in. 70 In. 710 lbs. steel 125 GGLA 105 in. 60 In. 70 In. 750 lbs. steel 180 GGLB 105 in. 60 in. 701n. 750 lbs. steel 2 sound attenuated Genset Model pn) Width On) Height On) Weight (Ibs) Sound attenuated Level 2 enclosure package 35 GGFD 83 In. Kent CT 12 5BF United Kingdom 72 in. 943 lbs. steel, 686 lbs. aluminum 45 GGFE 83 In. 40 In. 72 in. 943 lbs. steel, 686 lbs. aluminum 60 GGHE 83 in. 40 In. 943 lbs. steel, 686 lbs. aluminum 70 GGHF 83 in. 40 in. 72 in. 943 lbs. steel, 686 lbs. aluminum 85 GGHG 142 In. 60 In. 70 In. 790 I, 475 lbs. aluminum 100 GGHH 142 in. 60 in. 70 in. 790 lbs. steel, 47 uminum 125 GGLA 142 in. 60 in. 70 in. 1 830 lbs. steel, 475 lbs. aluminu 150 GGLB 142 In. 60 in. 70 in. 1 830 lbs. steel, 475 lbs. aluminum Unless otherwise noted above, dimensions are equal for aluminum and steel enclosure packages. The weight does not include thegenerator set. Consultyourlocal Cummins PowerGeneration distributoror the appropriate generator specification sheet. See your distributor for more Information Cummins Power Generation Americas Europe, CIS, Middle East and Africa 1400 73rd Avenue N.E. Marston Park Columbus Ave. Minneapolis, MN 55432 USA Manston Ramsgate Phone: 763 574 5000 Kent CT 12 5BF United Kingdom Fax: 763 574 5298 Phone 44 1843 255000 Fax 44 1843 255902 Our energy working for you.TM www.cumminspower.com 2009 Cummins Power Generation Inc. All rights reserved. Cummins PowerGeneration and Cummins are registered trademarks of Cummins Inc. 'Cur energyworking for you.' is a trademarkof Cummins Power Generation. specifications are subject to change without notice. 5 -1012y (11/09) Asia Pacific 10 Toh Guan Road #07 -01 TT International Tradepark Singapore 608838 Phone 65 6417 2388 Fax 65 6417 2399 Power Generation