HomeMy WebLinkAbout9525 CAMINO MEDIA AST 2013HOODS ALARMS SPRINKLER SYSTEMS SPRAY BOOTH AST UST
Permit No. Permit No. Permit No. Permit No. Permit No. Permit No.
13-10WOo c4 /
File Number. 3-3.Zo 9 Address: 5 Gzia- f .v0 Vbep— C -6,"A'
Bakersfield, CA 933
Date Received: / -3 1— 13
Business Name: c. v-a
SYSTEM: BUILDING SQUARE FEET: INSPECTION LOCa
New Mod.
Commercial Hood System
Fire Alarm System
Fire Sprinkler System
Spray Finish Sys eni
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.
Date Time
Signature
Signature
SRAORNG NOTES to DE IAN aeucso IERBV SAIL E N AcannAmCE WDH DE STANDND
I. ALL GOUGING SHALL LSAHDroREOrraBAADING a RE OAOM' CONTRACTOR SHALL E REYGNSWE FOR GRADING ALL AREAS ro SPE17I1CAFLNS E TIE srA7E O' f.ALAW DEPARDEHT OF MANW 770V
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a CONTRACTOR AGREES nulNENULL AS9AE sotE AND DOIIEE7E GE40M THE NROECT AS SEWN ON THE PLANS II. SIEANSQN ENGINEERING SHALL Nor E RESPONSIBLE OR LLV#E FOR
OUNCES 14 DR UY6 PLANS ALL GAMES ro THESERESPONSIBILITYFOR .GB SHE CO%VrAOW WEM DE WRY CF COHSTI AW a EEBAN IVINM - EMBAN IETR R116MI/C M SHALL CONSIST OF CO6MLCBIG PLANS &
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OR ALIECER N ODWEC7AN WN INE POWDRMAM'E O' WOBV ON 7716 PROECT, AREA WORE IHSXIAHEMATERIAL HAS EIIN REMOEA AND DEPLACING ANDCOWACImOFE16ANI0ENTMARRIALNNOESPITSANDE1NRE557O'JS R 11 PMOR TO CMI NaM6 C.NSTRLCTM CONTRACTOR SHALL. PGTN LE ALLEAQPTNGFORLIABILITYARISINGFROMDESOLEMGEbD OF DE OWIED, SIDLED ALSO CaNSsr OF PREPARING SCD -CRAE AT D£ fRMR' PCANE; uCVIES iNAr NRL E AFFELIED BY DA5 OONSIRIAC7LW 10 LE'DAfE'EP ANrTNILTHISARC7/TEC'T, OP 71E E)NLNQIC WFOa" ro ) E QADE FOERAMLE Dom NEQSSARY PEONMG OR EE7NONVT uR/TIE COP ENST. ANY UIUTY CJS SAIL E B.OWR ro TIE
S THE GRACIE CN7RACRR MALL CONTACT ALL COMPANIES W1DN OAOfRGRMW NPORBD OR BORROW PLACING AND COWPACIING MAIERAL ro THE LEE AND
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LEGEND
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4 WAll MWM® LIGHTS, SEE ELE nW--L DRAKNFf.
S E%THtIOR LIGHT, SEE ELECTRIC-04- DRAW
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T 6, ACOUSTO wA" LOVvu,
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0 STA MNB SEAR IETAL ROOF.
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6 GTE EJOWIST T1flIOLE, VB21FY NSITION,
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LEGEND GENERAL NOTES
I. FOR C4ZARANCER -tMN6 HEOSHT5, SEE7V4• COWAZI TE MT-W WALL PAdB,
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001
PROJECT NO.
11- 61vaDo
DRAWING
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GENERAL STRUCTURAL
1. ALL WORK SHALL BE PERFO N ACCORDANCE ICIER
APPLICABLE SECTIONS OF THE CALIFORNIA B ILDIS CODE (CBG)
2010 EDIT" AID ALL OTHER PUBLICATIONS AND STANDARDS
LISTED HEREIN. NSRE REFERENCE IS MADE TO VARICV' TEST
STADARD5 FOR MATERIALS, SIX.H 5TADARD5 SHALL BETHE
LATEST EDITION NO /OR ADDENDUM.
Z CONTRACTOR SHALL READ AD FOLLOW ALL R893MMED VX-E5
REPORTS FOR INSTALLATION OF 178-S SFHO N. ALTENATE METHOD -
OF G4ON5TRUClWN MAY BE SUBh7TTED FOR APPROVAL TO THE
PROJECT COORDINATOR WITH APPLICABLE 160-E, RI9ORT5.
3. THE CONTRACTOR SHALL BE FE5PON50LE FOR C4OR DINATRIS THE
HORK OF ALL TRADES AD SHALL VBNPY ALL D78SIOMS,
CONDITIONS AO LLEVATION5 FOIE STARTING HORK ON NEW TO
OR EX1511H5 (E) C41451RICTIONL AL DISGftEPAC1ES SHALL BE
IKEDIATELY CALLED TO THE ATTENTION OF THE ENGINEER OF
RECORD AND SHALL BE RESOLVED BEFORE PROCEEDING. ALL
WORK SHALL BE PERFOIi 4M N A WORI*o" LICE MANNER N
ACCORDANCE KITH ACCEPTED CONSTRUCTION PRACTICES,
4. ON PROJECTS VIM EXI51TNB STRIGTUE,ALL WORM SHALL BE
DOTE 50 AS TO MINIMIZE DAMAGE TO THE E#5TN9 STRUCTURE AD
F715H8.
S. ALL HOW SHALL CONFIRM TO THE LATEST APPLICABLE
CONSTRUCTION SAFETY REWRtTBl15 OF 05A A. AD .ANY OTHER
60VE3lEHTAL AGENCY HAVNB .LRISDIGTION N THE AREA OF THE
P47RC
6. THE CONTRACTOR SHAH USE ADBQ ATE M0EEZS OF SKI' I
140ROAH KHO ARE THOROUGHLY TRAINED AND E) PER1E CE D N THE
NECESSARY CRAFTS AD 11#0 ARE COMPLETELY FAMILIAR KIM THE
5PECIFIW REGUt i@8NT5 AND METHOD- NEEDED FOR PROPER
PERFORMANCE OF THE ), 7
1. THE ENSUfHR OF RECORD 15 NOT RESPONSIBLE FOR AND DOES NOT
HAVE CC (TIROL OF, CGWSTRUCTTON MEANS, METHODEA TBGNKiEI,
ra1C5 AND PROGG717ZE -5 FOR JOB SITE CONDITKIIS. FOR
SAFETY PREc.-v TONS AD FR06F AMS N GONECTKIN HRH THE
CONSTRUCTION WORMCONTRACTOR HILL BE REW RED TO ASSUME
SOLE AND COMPETE RESPONSIBLIT' FOR JOB SITE CONORHONS
O1RINS THE C.OURE OF CONSTRRIXTIOI OF THE PROJECT, INCADRGI
THE SAFETY OF ALL PER -SONS AND PROPERTY. THISRSCillRi88TR
SHALL BE MADE TO APPLY CONTU .)PU aLY AN NOT BE LIMY® TO
NORMAL K40RCIN5 HOURS. THE EN94NEER OF RECORD IS NOT
RESPONSIBLE FOR THE CONTRACTOR'S PALM: TO CARRY CUT THE
CONSTRUCTION KOW IN ACCORDANCE NTN THE CONTRACT
DOGUMBNTS, THE ENGINEER OF RECORD IS NOT RESFGNSBLE FOR
AID DOE NOTHAVE CONTROLOR CHAR6EOF ACTS OR OM1561OIf
OF THE CONTRACTOR 51.00ONTRACTOR5, OR ANY OF THEIR A6@NT5
OR 5 PI.OYEE`+. OR ANY OTHER PERSONS PERFORMING ANY OF THE
CCNSTRLGTION 1,67RR THE CONTRACTOR AGREES TO INC4"IFY AND
HOLD DESIGN PROFESSIONAL FW041JESS FROM ANY AND ALL
LIABILT', REAL OR ALLEGED, N CONNECTION HTI THE
PERFORMANCE OF BORIC ON THIS PROJECT.
6. THE STRLGTRAL SYSTEM HAVE BEEN DE516HED TO CHAR(
SPS PI O-SED LIVE LOADS AS PRESCRIBED BY THE 6OVEYM46
BUILDING CODES AND IN ACC.ORDANC.E HITHSTADAD
ENGINEERING PRACTICE NO SPEGAL PROOSIOS HAVE EEBH
MADE FOR CARRYING, CONCENTRATED LOADS FROM 5TORA SE AND
HANDLING, OF CONSTRUCTION MATERIALS OR FROM OPERATION OF
CONSTR -I'M ECIUIP$NR. THE CONTRACTOR SEAL BE
RESPONSIBLE TO PROVIDE ALLMEASURES NECESSARY TO PROTECT
THE STRUCTURES 5TA31LRY DURING CONSTRUCTION. SUCH MEASURES
SHALL INCLUDE, BUT NOT BE LIMITED TO, 5GAFFOLDNS. BRACNS
AND SHORING, SYSTEM REWIRED FOR INSTALLATION, STABILITY
AJID SAFETYOF ALL HEN AM 1EA57749 CONSTRUCTION.
4. STRUCTURAL 005E LVATION BY THE IENSfHEE R OF RECORD DOS NOT
REEVE THE HICONTRACTOROFS OR HER RESPONSIBILITY' FOR
BUILDING, THE PROJECT, GONTROIJ NS, THE PROGRESS, PROVIDING
SAFE 14ORCN& OOOITIO6, AND CCRI B TAG, ANY DEAATIOEa
FROM PROJECT R5GLITtEM87i5 SUCH 0136ERVATIO5 ARE NOT TO
BE CONSTRED AS INSPECTION OF THE HORK RF51PONSBILMY FOR
RESOLUTION OF ANY ITEMS NOTED DURING, OBSERVATION AS HOT
BEING N GOFORMNNCE KT14 THE CONTRACT DOOIhBNTS RESTS
KITH THE CONTRACTOR 5l6EGY TO FWEN AMDAPPROVAL BY THE
E N&NEE R OF RECORD.
10. THE DETAILS ON THESE DRAHN66 SHALL. APPLY INALL CASES
ULJ_55SPECIFICALLY SHOMN OT ERIIIS . KEE GODR10N5 ARE.
NOT SP15CIPICALLY INDICATED, DERAILS OF A C"RACTER 51HIAR
TO TH05E SHOMN SHALL BE LEA. SLB.FCT TOF;e BY THE
ESINIMROF RECORD_
II. THE TYPICAL DETAILS 5HHOiH ON THE TYPICAL DETAIL SIFT 5102
SHALL APPLY N ALL CASES LEES` SPSC0CALLY SIOMH
OTERIASE MIERE NO DETAIL IS < 7711, C4:;NSTRCTON SHALL. BE
AS SHHON FOR 51MLAR KMORC
IZ NOTES AD DETAILS ON DRAKN65 SHALL TA1 E PRECEDENCEOVER
THESE GENERAL NITS.
6. OPEN 495. POCIZT5, ETC- SHALL NOT BE PLACED IN SLABS.
FILAST6t5, ORWALLSUNLESS PETALLED ON THE STRUCTURAL
DRAYNS5. FOR OPENINGS NOT SHIOMN AIDKIR DERAIL® ON THE
STRUCTURAL DRA4HLS/ AO HIGH PENETRATESTRUCTURAL
REI-E NTS, OBTAIN APPROVAL FROM THE ENGINEEROF RECORD
BEFORE PROCEEDING, HITN WORT'
14. R 5 THE INTENTION OF THESE DRAWNG,5 TOPROVIDE FOR THE
FOLLOHNS GOHTN ITIE5.
A ALL ROOF AHD FLOOR STRUTS SMALL BE GONTTNCU -LILY
COH E4, ED FOR THE LENGTH OF THE ROOF OR FLOOR SYSTEM.
B ALL MALL BRAC045 ADIOR 5HE-AR PAEL5 SHALL BE
CONEGTED TO THE ROOF MP/OR FLOOR STRUTS.
IF THE DETAILS NIGH REELECT TEE CONTINUITIES ARE NOT
EVIDENT ON THE DRAKHS6, THE CONTRACTOR SHALL CONYACT THE
E N604BER OP REWRD FOR ClARIPiCATIOK
S. FRAME OPEWISS AND SUPPORT MISCELLANEOUS EOARIE NT AS
DETAILED ON TE DRALNNSS, K1BE NO DETAILS ARE PROVIDED, .
OBTAIN APPROVAL FROM THE ENGINEER OF RECORD BEFORE
FROCrEDINS km KORK
16. AL EOUPM6lR, MACHIHBZY. TANKS AND 5LO5SHALL BE PLM6
AND LEVEL UNLESS NOTED OTEP*45F_
Fl. ALL EXTERIOR 6LAZINS AND FR/1T+ SHALL BE DESIGNED TO
RESIST THE HID LOADS PRESENTED IN THE 15AS6 OF DESIGN'
SPECIFICATION
16. LATERALLY BRACE ALL SUSPENDED EGOPMBNT AMID CEILINGS IN
COHFORiAY,E HTH THE BUILDING GODS
19. IT 5 THE INTENT OF THESE PLAINS TO PROVIDEDETAILS OF
CONSTRUCTION NES,S5ARY TO GUIDE THE 6E BZAL CZNTRACTOR
KITH STRUCTURAL ASPECTS OF THE PROJECT ONLY. ARCHITECTURAL
FEATLRS SEAL BE COORDINATED KITH THE ONE .
20. SEE ALSO ARCHITECTURAL SPEGFCATO S.
SHEET SPECIFICATIONS
BASIS OF DESIGN
I. DESIGN LOAD- ROOF LIVE LOA. ^. 20 PSF
ROOF DEAD LOAD 5 P5F
SISMIC FACTORS. OCCUPANCY CATEGORY 11
IMPORTANCE FACTOR 10
Se MI6
51 0.40
5TE D
505 0001
SDI 0.450
SE15W- DESIGN CATEGORY D
SEISMIC FORCE RESISTING 5Y5 B\* CONCRETE WALL5
5E5MC RE5POICE COEF9C@T(5), Co--0.2 (LLT9ATFJ
RESFYJNSEMODIFICATION FACTOR('5), R- 40
SYSTEM OVM5TRENSTH FACTOR Q-- 25
DEFLECTION ASE. FACTOR C4 40
ANALY515 PROCEDURE USE 55WAENT LATERAL
FORCE
DE516N BASE SFFJJR
METHOD
4.4 KIPS H-S, 753 E-H KIPS
Z RIND FACTORS, BASIC NND MPH
MIND EXPO5IRE C
IMPORTANCE FACTOR 10
BUILDING FOUNDATION AND PREPARATION
I. THE OKNNBR HAS OPTED TO NOT PROVICE A OEO7EC41 ICAL
INVSTIBATION OF THE AREA OF HOW TO BE DONE.
2. FOUNDATION PREPARATION REGOMHBDATIONS ARE BASED ON C.8C
CHAPTER b.
S. ALLOKABLE SOIL BFARNS PRL5LFMS AE BASED ON CBC CHAPTER
b, TABLE 16063 FOR SOILCLASGFED AS SILTY SAND AIM AS
FOLLOW, COMBINED DEAD AM LIVE LOADS. --2,000 P5F
COMBINED DEAD NO 5EK*4C LOADS----U67 PEP
4.5lIE BGgd
A 6EBRAL 54TE CLFl.RNB SHOULD INCLUDE, REMOVAL OF
ASPHALTIC CONCRETE PAVEMENTR VEGETATION, DEBRIS, FASTS
UTLITISISTRCT.IZF_a I1CILVINS FOUNDATIONS, BASEMENT HALLS
AND FLOORS, EXISTTS STOG3-ILM5ODU4 TREES AJV ASSOGATED
ROOT 5YSTEMa- RUBBLE, RBB1 AND ANYLOOSE AD/OR
SATURATED MATERWS. SITE STRIPPING, SHOULD EXTEND TO A
MINIMUM DEPTH OF 2 TO 4 INCHES, ORUNTIL AL ORGANICS IN
EXCESS, OF 9 PERCENT BY VOLT E ARE REDVED. DEEPER
STRIPPING, NAY BEREaRREP N LOCALIZED AREAS. THESE
MATERIALS KILT. NOT BE SUITABLE FOR USE AS EH611EEREV FILL.
HOW STRIPPED TOPSOIL MAY BE STOCKPILED AO REUSED N
LNDSCAPEOR NON- STL)CTURAL A 7E
B. EXISTNB FILL SOTS SIA..L BE EXCAVATED AND STOCKPILED 50
TAT THE NATIVE SOILS CAN BE PREPARED PROPERLY. THE FILL
SOILS PREDOMINATELY 0ONS15TED OF SILTY SAID- THESE SOUS
HLLL BE SUITABLE FOR RE-U5E AS E SIffiREDFILL, PROVIDED
THEY ARE CLEANSED OP EXCESSIVEORSAIG5 AND DEBRIS.
C. FOLLORNS STRIPPINS AND PILL REMOVAL OPERATIONS, THE
EI( OSED SLB6RILE IN BIL.DIHS PAD. AND EXTERIOR FLATWORM
AIEA5 SHOULD BE 5GANPIEDRYCAVATED TO A ---
LEAST 12 ING/E5, HORKKED UNTIL UNIFORM NO FREE FROM LAPSE
CLOD -. MO- TIRE -GO DMONED AS WC TGARY, AO
RBCOMPACTED TO A KNIM.M OF 90 PERCENT OF MAXIMUM
DENSITY BASED ON ASTM TEST METHOD D557, LINTSOF
RECOMPACTION SHOULD EXTED 5 FEET BEYONDSTRUCTURAL
ELEMENTS. THIS COMPACTION EFFORT SHOULD STABILIZE THE
SURFACE 5075 AND LOCATE ANY UNSUITABLE= OR PLIANT AREAS.
5. BNSIMffiZBD flL
A THE OR6AKW FFRIM, OKSTE, HIPPER SOULS AHE PRIHOMNATELY
SILTY SAMS MD SAV- THESE 50ILS HILL BE SUITABLE FOR
REAGE AS E+67439;W FILL, PROVIDED THEY AIE CLEANSEDOF
EXCE5TVE ORBAIG5. DEBTS AD FRA6ME T5 LARGER THAN 4
INCHES NDAFETBR
B. THE PRH$3787 MATERIALS SPEC4MED FOR EN6 NEE ED RLL ARE
SUITABLE FORMOST APPLICATIONS HTH THE EXCEPTION OP
EXPOSURE TO EROSION. PROJECT SITE METE RATION AND
PROTECTION OF EXPOSED SOILS DURING, THE C.ON-TRUGTION PHASE
SHOULD BE THE SOLE REEP10NSiBLTY OFTHE GOTRACTOR SINCE
THEY HAVE COMPLETE CONTROL OF THE PROJECT AT THIS TIM£
G. RFORTED FILL MATERIAL SHOULD EP PREDOMINATELY
NONfJPAW.NS 6RANAARMATERIAL KITH A PLAST A Y INDEX
LE55 THAN B AD AN EXPASION INDEX LESS THAN 20. @PORTED
FILL SHOULD BE FREE FROM ROCK5 AM LJRY- GREATERTHAN 4
ACHES IN DI/RET13R AL IMPORTED RILL MATERIAL SHOULD BE
5LBKTTED FOR APPROVAL TO THE 5011.5 ENGINEER AT LEAST 4D
HOURS FRIOR TO DELIVERY TO THE SITE
D. FILL SOILS SHOULD BE PLACED IN LIFTS APPROXIATELY 6 INCHES
THKJC, MIOISTIIRBCOfOR1OHED AS NECESSARY, AND COMPACTED
TO ACHIEVE AT LEAST 90 PERCENT OF MAIMIM DESRY AS
DETERMINED BY ASTM TEST METHOD 17667. ADDMONAL LIFTS
SHOULD NOTBE PLACED IF THE PREVIOUSLFT DD NOT MgT THE
REURED DRY DESITY OR IF SOIL 001DT10NS ARE NOT STABLE.
AN ESTIMATED MAXIMIM CRT' DENSITY ON THE ORDER OF 122 POF
5 ANTCPATED FOR THEON-54TE SILTY SAID SOILS. H10KEVE ,
ADDTTI7HAL TSTTH5 SHOULD BE PERFORMED DURM6 GRADING,
OPERATIONS, S, TO ENSURE ACCARATE DENSITY MEA5I.FZS8Ni5 OF
THE COMPACTED ES114EEPW FILL
E THE SHIRW.A6E ON RECOPACTED SOIL ND FILL PLACEMENT ARE
ESTIMATED AT LL TO R PERCENT. A SUBSIDENCE OF
APPROMMATELY 025 FEET MAY BE A59 MM FOR THE LEPER
NATIVE ANDAOR FILLS, SOLE, THIS S7TMATE IS BASED ON
COMPACTION OF THE UPPER SOILSTO A MINM.M OF 90 PERCENT
OF MAXMUM DB6ITY BASED ON ASTM TEST METHOD DI557.
OVER- COMPACTION HOLD RESA-T IN ADDITIONAL SKUW.ALf.
TREE VALUES ARE APPROXMATE AD SHOULDLD BE RE- EVALUATED
DURING 6RADN6 OPERATIONS.
6. SPF /JAL ISPFGTON,
A A RJ5EFE5ENRATIVC OF A OUALIF9ED GFLTBGHACAL FIRM SHALL
BE PRESENT D1RNS AL SITE CLEARING AND GRAONG
OPERATIONS TO TESTANDOBSERVE FJRTHHOW CONSTRI TM
TH5 TSTNB NO OBSERVATION IS AN INTEGRAL PART OF A
GBOTEGHHKN_ F0*41i SERVICE AS AC.CBTANCE OF FMRH OW
GONSTRXTION AP 15 DEPENDANT UPON COMPACTION Q THE
MATERIAL AND THE STABLITT OF THE MATERIAL THE SOILS
ENN!ffiR MAY RE.KT ANY MATERIAL THAT DOS NOT "M7
GOPAGTION AND STAOILITY REGMRIg8Nf'-
CONCRETE
I. THE OIAL.TY AND DESIGN OF CONCRETE SHALL BE IN ACCORDANCE
KITH 7HE CALIFORNIA BUILDING CODE, X40 EDITION EXCEPT I719-5
NOT SPECIFICALLY COVERED TH9tEIN SHALL ALSO COFORM TO ACI
916 -06.
Z CEMENT SHALL BE TYPE II NON- GORR051VE SOILS) -OR- TYPE V
COfd OLIVE 5OLL5) AD SHALL FEET THE REOUTREMBRS SET FORM
IN THE TABLE QOM.
L15PnnC_ATiON Pc (RMLM ELMMP NJ PA RATIO MAX A66. 517E
FOUNDATION • 5,000 4 053 I-V2' HA
SLA8ON-6RADE • 4!000 4 O39 I' HR
TlLT41P PANELS 4000 4 0.45 3/4' HR
NNf2TEEa
A66RE&ATE 51PECl ATLON SHALL BE AS FOLLOW
A 'A5TMC09 FOR HARD ROCK (HR ) AGGREGATE 64W)
ULTIMATE COWWS6IVE STRENGTH W.) SHOW BASED ON 25
DAY STRENGTH
FOOTINGS, AO SLA8AH6RADE AE DESIGNED FOR Ft
OF 2,100 P511 THEREFORE, NO SPEGAL INSPECTION 6
RECURRED.
0. HO ADMIT SHALL BE ADDED TO THE FIX DESIGN HITHOUT
PRIORAPPROVAL OP THEENSR433R
4. ALL RBNFORCINB SHALL BE MEW STOCK DEFORMED BARS
C,ONFORIN9 TO ASTM A65UNO,
A 03 BARSAM L/REBR BRAVE 60
5. AL REBAR SHALLBE GOLD BENT.
6. SPLICES N RENFORCINB STEEL SHALL BE LAPPED AC40MMS
TO @ UNO.
7. SEPARATE BALa I V2 DIAMETERS OR I' CLEAR HHIGIEVER 5
GREATER TSARS INDICATED AS CONTTN 05 MAY BE FABRICATED N
CONVI I T LBN6HT5, 5TA66M LAPSPLICE LOGATIOS A MINIMUM
OF 24'. FABRICATION DETAILS SHALL W FORH TO ACI MANUAL OF
STAPAZD PRACTICE
6. MELDING, OF REINFORU46 SHALL BE AL.L.OW D ONLY MBiE
DETAILED ON DRA4,111419. ALL RRERPORCINS THAT IS TO BE KEI..DE7
SHALL BE ASTM A706, GRADE 60, C.OFORL49 TO CDC RTO49J AD
N ACCORDANCE KNTI AK6 SPEGIFK.ATION5. FABRICATION PETALS
SHALL COFORM TO AG 915 'AG DETAILING, MANUAL' AND C Z%
MANAL OF STANDARD PRACTICE'. MELONS SHALL NOT BE DONE
MITIN TWO BAR DIAMETERS OF ANY BENT` PORTION OF A BAR HWIGH
HAS BEEN BENT COLD. WLDIN5 OF GROSSOS BARS SHALL NOT BE
PERMTfED FOR ASSEMBLY OF RBNPORLBlBRT UN.F_S6 AUTHOR
BY THE STRUCTURAL ENGINEER.
9. FELD SPLICE NOT ORIGINALLY 5HOKH ON DRA TN65 KILL BE
PERMITTED ONLY KITH APPROVALOF THEEN6RlEER
10. MHKIM CONCRETE COVER FOR REINFORCING, SHALL BE AS
FOLLOWS
CAST AGAINST FART14 (EXCEPTSLAB- ON 6FZA..IE-
SLABSON OR E I I!1'
EP0105M TO EARTH OR WATH ER
S BARS AND SIMAL.LH2 1!2'
R BARS AND LARGER 2'
NOT EXPOSED TO KEATER OR INCONTACT KITH 6R000
SLAM, 1ALL5, J05Ts
4"1 BARS AND SMALLER ° W4'
414 NO NS, 54ZS 111/1'
GONCAETE TILT-UP PANELS
06 BAPS AND SMIALLEi 1'
9 BARS AND LARGER 2'
II. ALL ANCHOR ROD- SHALL BE OF FEE( HEAD TYPE WFORMN6 TO
A5TM F554 GRADE 56 U.N.O.
IZ ALL REINFORCING STEEL. ANCHOR RODS DOWELS AM OTHERR
INSERTS SHALL BE N RACE ANDSHALL BE WLL 550URBD N
POSITION PRIOR TO P7URIN5CONCRETE
B. ALL MOLD -, ORAMEN % 6RCOVE.a, EEG, S OMON DRAHIN65
SHALL BE PROVIDED FOR IN THE FORM KNORK BEFORE C4ONC4WTE 15
POURED.
14. REFERTO BOTH ARGHITELTLR.AL AD MFSIAN DRAWNG5 FORLOCATIONAMPSPACING, OF AL PLWONS FIXTURES.
5. NO PIPS OR M475 -SHALL BE PLACED IN OONCRETE FOOTINGS
N SPFS.IFICAILY DETAILED .
I& CONSTRICTION JOLTS NOT INDICATED ON THE DRAK4H65 SHALL BE
MADE AND LOCATED AS NOT TO IMPAIR THE STRENGTH OFTHE
STRUCTURE. PROVISION SHALL BE MADE FOR TRANSFER OF SHEAR
AND OTHERFURLS TFFOJ644 THE JOINTS.
R. ALL EXPO -LIED INTERIOR CONCRETE FLOORS ARE TO RECEIVE A
STEEL TiOBED RNSHH, U.N.O. ON ARCHITECTURAL DR441,65
Lb. AL COKYAETE FLATPOW SHALL BE HET CURED BY MSTCARTING,,
BY MOISTURE- RETATNN6 CURING, OR BY COMBINATIONS TIFF IN
A660RDAWE NTH AG 0O PROGEDURF5. KEEP CZ"H JOU57Y
HOISTFOR NOT LESS THAN -1DAYS AFTER THE FIN5NN6 OPERATION
IS COMPLETE
ALTERNATELY, A CURING COMPO N D MEETING ASTM 6509 TYPE I.
CLASS B AND AASNRO M-146, TYPE 1 SPECIFICATIONS AND STATE_ OF
GAIFORIA AIRREGULATION BOARD SOLVER E4H561OS
STANDARDSMAY BELEW SUCH AS 5K1JD' SUPEROIAMOP CLEAR
VOX
TILT -UP CONCRETE WALLS
1. DURING SECTION OF PANELS, THERE MUST BE PA05, SHIM OR
WEDSS NO MORE THAN 6'-0' APART TO PROVIDE A UNIFORM
L.OADIN5 ON THE coKnNUOM FOCMNS.
Z ALL TILT-UP CONCRETE H^L. PAM-5SHALL HAVE A KWKM
ULTIMATE GOWRSGIVE 571815TH PER CONOETE NOTES FOR
TILT -w PAH95, UND. ON PAEL e"ATION5 NO SHALL HAVE
ELDEVOP® FULL U_T74A7E GOMPRSSNVE STRENST14 AT THE TIE
OF LFT1115. UNPANELS . PAS MUST BE 30 DAYS OLD PRIOR TO
GOMFCTINS AT STED_ LED6ER/C.HORDS.
3. ALL EIBEDDED ITEMS SHALL 13E SEG6RELY ANCHORED N PLACE
PRIOR TO PLACID GONGFETE.
4. AL RILL PAHELa SHALL BE CA57' KITH EXTERIOR FACE DOWUNO.
S. AL HELPING, OF R£IFORCING STS SHALL BE HM LON
HYDROGEN EISCTROOM SEE CONCRETE HOTEa.
6. PANEL JONT5 SHALL BE SEALED RTH 3/4' DIAfETER OPENCELL
FOAM ROD AND THIIOKCL 2235H POLYSLIRDE SEALANT, OR
APPROVED EQW- AT EXTERIOR AM INTERIORFACE OF PANELS.
T. CONTRACTOR SHALL BE RESPONSIBLE FORTE DESIGN AO
PLACEMENT' OF ALL LIFTING, FLOATS AND ADDRIONAL
RERFORBCalB, f OF STRONSEACK5 REGLARED TO APEDA.TELY
TILT THE PRECASTCONGIRETE PA18S, THE LIFT DE516N SHALL BE
BASED ON THE STRENGTHOF THE CONCRETE SPELIFIEP BY THE
STRUCTURAL DRAiN95 I47DIF7ED FOR TIE EXPECTED TIME OF LIFT.
CONTRACTOR MIST ALSO -J.EMR TO THE ENGINEER PRIORTO
TLTN6 UP, COPIES, OF TEST REPORTSDOME TO SHHOH THAT THE
PANEL Cora HAS ATTANED THE STRENSTi REfi7ZED BY THE
LIFT DE5H6K
6. CONTRACTOR SHALL BE RESPONSIBLE POR THE DES16H AM
INSTALLATION OF ALL BRAGN5 MaKRED FOR PRECAST PANELS
PRIOR TO CONNECTION OF AL SUPPORTING ELE ENT5 SUCH AS
ROOF SHFATHIS AND FLOOR SLAB. SUCH BRACNNG MST BE
DESIGNED TO RE515T THE MAXIMAM SHORTTERM WHO LOADS FOR
THE GILDING N ACCORDANCE HTHTHE LATEST EDITION OF THE
C.NJFORMIA BUILDIN5 CODE AND ANY LOCAL ORCfHACES.
B3A64N5 WIND LOADS MISTBE CLEA LY SHOHN ON SHOP
DRA 4HS-.
4 CONCRETE PARS MUST BE CAST OFF SITE AND TRANSPORTED
AFTER 5PFSa9ID CLRIN5 TIE.
10. GOR;RETE PARS MUST BE DELIVERED AND INSTALLED ON
KJ5CIEDSOR AFTER HORS. (AFTER HOUR 5 DEFINED AS 6.30 PM
TO 5.90 AM)
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STRUCTURAL STEEL
1. ALL STRUCTURALSTEEL SHALL EE FABRICATED AND ERECTED PER
AIR- 5PEGFK,ATIpG FOR BUILDDISS MID SW-LL CONFORM TO THE
FOLLOKNS, UNDS
H55 SHAPES, ASTM A500, BRADS B V 46 WALLOTHERSHAPES, ASTM A36 (rq- 56 Y.el)
PLATS AID BARS, ASTM A36 6P - 56 bU
2 FOR ANIGIOR BOLT (A,B) /,47GIOR ROD RCYiAREM8ff5 SEE
CONCRETE 5PEUFICATTOME, .
5. ALL FIELDED 5TL0 BOLTS SHALL EE ' IlLso STUDS. ` aL sNEW
GONNEGTOR5' MA4FACTU2ED BY NELSON SnD MH,DIN6, INC. ALL
MESON 571.0 ANCHORS MA) SHALL BE 5/4'1 C40NFORMN6 TO
ASTM AIOD HITH FABRICATION AM INSTALLATION N GONFOIII -NICE
WM ICS REPORT N I)MBER EER -2D56, OGTOEER 1, 2010. LW45 A
NELSON MH,D GUN U1LE55 NOTED OMiII'USE ON DETAILS - ALL
18D5 SHALL BE MADE AND O6PE.CTED N ACCCORDACE MOTH AY6
DIN.
4. ALL UF7NIS ED NITS AND BOLTS (MHJ SHALL BE A5TM A501 UNO.
5. All BOLT HOLE N STEEL SHALL BE PUNCHED OR DRILLED, NO
TORCNNB OF HOLES ALLOYED. HOLES SHALL EE UWLARSE2 THAN
TIE NOMINAL BOLT DIAMETER, HALO.
6. YEI.DNG,
61 ALL YBDRNGSHALL BE DONE BY CERTIFIED, W3DEi5 USNS
THE SHIELDED ARG PROCESS AND IN ACCORDANCE IM AY6
STANDARDS. JOINT DETAILS SHALL COMPLY FQM Aj e
REOUIRBM8R5 FOR JOINTS ACCEPTED WTHOLIT OUALIFICATION
TESTS,
62 ALL HELPS 5HALL BE MFORM N 51M APO APPEARANCE, AND
FREE OF PINOLE5, POROSRY. UDYRCAnT1NB OR OTHER
DBFIECTS ALL BUT MELDS SHALL BE FULLPENETRATION.
69. NO 1,EDINi6 PEF*4TTEO ON MEMBERS SLFPORTINB LOADS.
6.4. HELD METAL 5HALL HAVE A HOMNAL TENSILE 5T18lBTH OF
70,000 PSI MIMMUK
65. ALL MELDS LEE IN PRIMARY MEMEE75 AND G4HE0YON5 IN
THE LATERAL FORCE (RF515TN5 SYSTEM SHALL EE HYDE MOTH A
FILLER METAL THAT HA5 A MROMIM GHARPY V -NOTCH
TOU6HE56OF 20 FTCLB6 AT MN15 20' F. AS DETEIQED BY
AW5 CLA_6IFOATION OR MAH.FAGTLRER CERTWICATIOH SEE
ELEVATION DRA NSSS FOR LOCCATION5, OF THE LATERAL FORCE
RESET HS, SYSTEL
66. ALL YED1% MUST BE 100% SCREENED FROM VIER
7. ALL STEEL SHALL BE THOROUGHLY CLE4 ®. REMOVOIB ALL LOOSE
HILL SCALE, GREASE, DIRT AD FORBON MATTER BY SCRAPINGOR
SANDBLASTING.
6. ALL STEEL TO BE GREY PRIER COLOR DO NOTSHOP PANT TO THE
FOLLOW@N6,
61. SURFACES WIIGN HALL EEENCASED IN CONCRETE OR MORTAR
PAINTEMBEDDED STffi WOGH 6 PARTIALLY EV-05M ON
EXPOSED PORTIONS AND NnAL TWO NC/ES OF EMBEDDED
PORTTONY OILY.
62 %FFACE5 WTHIN 2 INCHES OF .DINTS TO EE YEID ®N FAD
INCLUDING, TOP FLAN6F_5 OF MBMEi25 SUPPORTING STEEL
DEGICNB WOCH ARE TO EE MELDED.
69. SUFFAGS W41G1 HALL RECEIVE SPRAYED ONFWM-ROOFNB.
D.4. TOP FLANGE OF NEB WOG4 HILL NAVE SHEAR GOHEGTOR
STWIS APPLIED.
9. FINAL PANT AHID COLORFOREX,05W STEEL SHALL EE PER
OMMER5 SPECIFICATION.
O. IMMEDIATELY AFTER ERECTION, CLEAN FIELD HELD`.S, BOLTED
CONNECTIONS. AND ABRADED AREAS OF SHOP PANT. APPLY
PRIER TO EXPOSED AREAS WTH SAME MATERIAL AS USED FOR
SHOP PRIMER
II. ALL GRAVE MONK FOR 5TR ISTUI AL STEEL ERECTION M5T BE
PE FO W ON ME319Or OR AFTER HOLR5 (AFTER HOURS IS
DEFINED AS6,50 PM TO 5,50 At-Q.
STEEL DECK NOTES
1. STEEL DECKING 5FALL BE AS RDI.ATED ON PLANE, FABRIITION
AND INSTALLATION SHALL CONFORM TO ICL-S REPORTNO
ESR -2047 (REI59IED 07gIAU FOR EPIC METALS CORPORATION
STEM- DECK
2. DECK PAY43-5 SHALL SPAN OVER THREE S1IFPORTS WNEiE
STRLGT)RAL STEEL FRAWINB PEiMTS, DECK PNBS SHALL NCUAE
ALL A 456ORMS FOR THIS TYPE OF DECtaNS, SUCH AS CLOSURE.
FLASHN6. ETC. PANELS SHALL EE AL16NED AID PLACCED IN
ACGOFVMCE MOTH THE KMWAGTL*MZS REPORT AD
THESE DRAUG-'
5. 1,43DING SHALL CONFORM TO AkG OU AND 0I3. SEE STRUCTURAL
STEEL'%iFMGATIONS FOR ADGT101AL M8DN6 REGWREETS.
4. ENDS OF STEEL DECgNG PA ELS SHALL BUTT OVER RFPOR75 1740
LAP).
5. THE STS. DECCKIN6 SHALL BE CLEANED OF ALL DIRT, DEBR15, OIL
KNT3R AND ANY FOREIGN MATERIAL PRIOR TO APPLICATION OF
CONCRETE.
6. APPROVED SHOP DRAWNEf MIST EE ON .YOB 517E FOR IH5PEGTIOH
PURPOSES.
T ALL CRANE 1,40W FOR 5TL)CTRAL STEEL ERECTION M)STBE
PE€ORRMMED ON MEE3EHO5 OR AFTER HOURS (AFTERN01R5 5
DER® AS 6,50 PH TO 5,50 AMU.
SUBMITTALSISPECIAL CONDITIONS
I. PRIOR TO C.OMENCEMENT OF EXCAVATION FOR FOUDATIOHS (AT
LEAST 45 HOURS) THE CONTRACTOR 5 TO C.ONTAGTTHE
6E01ECH UCCA. RGPEGTOR WO 15 TO ADVISE THE BJRDIN6
OFFICIAL M H21TN5 TINT, THE BUILOD49 PAD HA5 PREPAID AND
COMPACTED N ACCORDA -E WTH THE GEIG MID SPECOF _ATICN
RECOMMENDATIONS. ADDITIONALLY THAT THE FOUNDATION GRADING,
HAS PERFORMED IN CONFORNANGE HITH THE 081-
RECOM$DATIOIG AD APPROVED PLANS. A COPY OF THE
REPORTSHALL BE 64VENTO THE STRICTIRAL E1451NE8R or
RECORD
2. PRIOR TO RFLIL61I1,15 A BUL.D 46 DEPARTMENT FOUDATION
INSPECTION (AT LEAST 46 HOtRW THE CONTRACTOR 5 TO CONTACT
THE GEOTEGINBCAL INSPECTOR HHO 5 TOADVISE THE BUL.DING
OFFICIAL N KUTIN5 THAT THE BNLDfN5 FOUDATION FOOTD45
EXCAVATIONDEPTH, BA07-4L MATERIALS AD DRAINASE
SLIBSTANTLALLY GOMFOR MS, HRH THE CCBG RECOMMENDATIONS AHD
APPROVED PLANS HITH THE CT' OF BNQER5FIE D ORDNANCE
MODIHGATIOMI OF APPENDIX CHAPTER J. A COPY OF THE REPORT
SHALL BE 64MN TO THE STRIICTIRAL ENGINEER OF FOSO D.
5. STEEL FABRICATORSWO PERFORM HORN: UNDER A CA3ZnFVATION
PROGRAM (5LCH AS IGW ARE TO SLBMT COPIES OF THEIR
APPROVAL CW SEC. 170422.
4. SPECK REFECTION REPORTSARE TO BE SI89TTED DNREr-TLY TO
THE ENFORCEMENT A6BNGY PER CM SEC. 11041.2 04TH COPES TO
EN6UEER, 6EE:.AL CONTRACTOR AAND OWERI
5. 5PEGVL INSPECTORS BACCKSRO M APD GWLIFIGATOMS SHALL BE
FOR RIND TO TIE BOILONS DEPARTMENT AT LEAST 5 DAYS
BEFORE ANY ISPEGTON5 ARE PERFOAI -W.
6. THE FOLLOHM SHOP DRA1,41465r-JAN-TTAS SHALL BE PROVIDED
FOR REVIEN AD APPROVAL BY THE 5Tar -TARAL EN61MEER PROR
TO FABRICATION ORDELIVERY.
A GONCRETE 14X DESIGNS
B. REI FORLINS STEEL. SHOP DRA"N65
G. PRE -GA5T CONCRETE PAE.5
D. UCSTRTURAL STEEL
E METAL DECK
F. MSCELLMEQJS STEEL
CONTRACTOR RESPONSIBILITY
CONTRACTOR RESPONSIBILITY - CBC 1709,
EAC44 0ONTRACTOR RESPONSIBLEFOR 714E COISTIIIICTION OFA MAN
MONO- OR 5BSMC.-FOFLEIZgTSTTNG SYSTEM, DESICSNATED SB.CHIG
SYSTEMOR A HRO OR 59SMG- RBISTN6 0" ONEW LISTED N THE
STATEMENT OF SPECIAL INSPECTIONS ( SWTION 1703) SHALL SUBMIT A
1RITTE/ STATEMENT OF RIESPONSBNLRY TO THE BALDING, OFFICIAL AMP
THE OWERR PRIORTO THE CCOM HO@HINT OF HONK ON THESY57H4 OR
GOhEOlE7T.
I. THEGONTRACTOR5 STATEEfT OP RE5RDN 5nMJTY SHALL
CONTAIN THE FOILOW46,
A ALKNOH.ED6MENfOF AHARENE55 OF THE 5PEGIAL
RECIATRE8NT5 CONTAINED N THE STATEMENT OF SPECIAL
INSPECTIONS.
B. AGKHOH.EDGMENT TAT CONTROL MOLL BE E45RGISED TO
OBTAIN GONFOWNIOE KTH4 THE GON5TFW_TION
DOGIRERS APPROVED BY THE BUILDING OFFICIAL.
G. PROC®URE5 FOR EXERS60,15 CONTROL HTTHIN THE
CONTRACTORS ORGANIZATION, THE METHOD AND
FRE4L@ICYOF RE11ORnN6 MD THE DSTRIBUTXIH OF THE
REPORTS.
D. UDemMICATION AD GUALIRCATIONS OF TIE PEF60RW
EXERCISING SUCH CONTROL AO TIER PONT$OWW IN THE
ORGANIZATION
STRUCTURAL OBSERVATION PROGRAM
I. STRUGTLRAL ENGINEER OF RECORD SHALL PROVIDE 5TL,GTLRAL
OBSERVATION PER CBC. ITID. CONTRACTOR SHALL NOTIFY
STPoIGTLRAL ENGINEER 46 HOURS PRIOR TO COMPLETIONOF THE
FOLLO14HSTO ARRANGE FORPERODO OOSERVATI0%
I.I. FKLIDATION AND SLAB RREINFORLINS PRIOR TO PLACEMENT
of CONCRETE
12 ROOF DECK 1,43_01115 PRIOR TO PLAC$ENT OF ROOFOLS.
13. SITE CCA6T TLTICP PANEL R EIWORGINB, INSERTS AND
BMEIEDIEN S PRIOR TO RX$ENT OF CONCRETE
2. OBSERVED DEFICIENCIS SHALL EE REPORTEDORTED N WRITING, TO THE
OWNERSF ATIVE, SPECIAL rN5F5CTOR !CONTRACTOR AND
BULOINBOFFICIAL THE STRUCTURAL OBSERVER SHALL 5LBKT TO
I E BIR DINS OFFW AL A WRITTEN 5TATE9NT THAT THE SITE V51T5,
HAVE BEEN MADE AND IDENTIFYING, ANY FTFORTED DE ICIENGS
WHIG{ TO THE BEST OF THE STRLICTIRAL 055BZVMS K NOMLEDGE,
HAVE NOT BEEN RE50LVED. THE STW,CTLRAL OBSERVER SMALL
MAC ADDITIONAL SITE! VISITS AS NECESSARY TO VERIFY THAT ALL
REPORTED DEFTGIENGIE5 HAVE BEEN SATISFACTORILY GORiB -TED.
SPECIAL INSPECTION
I. IN ACGORDANGE WTH C 36 SECTION 104, APPENDIX CHAPTER I,
SECTION 1104 AND SECTION 1101, oWER SHALL EMPLOY A SPECIAL
UNCPELTOR WO SHALL PROVIDE INSPECTION DURIH5 CON5TRUITION
ON THE FOLLOKHS, TYPESOF WORK,
A CONCRETE PER CETC SEGTIOH 7104.4 AND TABLE 1704.4)
PLAC.B6fTOF GON:REM61EN rU2' 00 PSU.
TACN6 OF TESTSPECIMENS (HASH rr>2_500 1`50
RACCTENT OF REINFORCING STEEL
MELDING OF REI FORLINS STEEL
EMBEDDED 80.75 N C40W ZEM PRIOR TO AND DURING
PLACEMENT OF CONCRETE
SHAPE, LOCATION AD DIME16ON6 OF FOF&+4OFW
ERFLTCN of PRECIGT ME'BERs.
MA ATEANCE OF SPECIFIED CURING TEPERATIRE AND
TEC+INIGLIES.
IWSM STRENGTH PRIOR TO REMOVAL OF SHORE AND
FORMS FROM BEAMS AND 5Tp1CT1,4ZAL SLABS.
USE OF REdARED DESIGN MUL
B. STIIII nwAL STEEL (PERCBC SECT1oN 71043 AD TABLE 710431
HELDNG OF STRUCTURAL STEEL.
HELPING, OF ROOF DECK
G. ANCHORS N GONGRETE44A50NRY
NSTAUATION OFEXPANSION ANGIOR
INSTALLATION OF EPDXY NC4ORS.
D. SOILS (PER CEO SECTION 7104: TAND TABLE TT04.")
ADB9ACY OF MATFRALS SOH FOOTINGS.
VI3RLFILATION OF EXCAVATORS.
CLASSIFICATION AND TESTING OF CONTROLLED FELL
MATERIALS.
PROPER PLACBIE NT AND COMPACTION OF CONTROLLED
FILL
SLE16RADE PREPARATION
2. THE PER ODO ADAOR C4DNrtN10US SPECIAL INSPECTION 5 TO EE
PBRFORW AS OWLINED N THE FLANS AND NOTES AS APPROVED
BY THE BFORCBENi AGENCYPER TABLES IN CBC SECTION 1704.
5. W 8RE TM";W PARTY SPECIAL INSPECTION OF FABRICATOR SHOPE,
PLANTS ORMANIFAGTLRES 15 TRYING TO EE HALVEDTHROUGH THE
LSE OF A CERTIFICATION PROGRAML SUG4 DOCUENTATHOH SHALL
BE SUBMITTED TO THE BNLDN6 OFFICIAL PRIOR TO PEII4T
1SSIUNCE. (PER CBC 110422)
SHEET SPECIFICATIONS 141
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BAKERSFIELD FIRE DEPARTMENT
ABOVEGROUND STORAGE TANK Prevention Services
FIRE 2101 H Street
ARTN r Bakersfield, CA 93301
Phone: 661 - 326 -3979 • Fax: 661- 852 -2171
Page 1 of 2
AINSTALL REMOVE
PERMIT #
FACILITY NAME
ADDRESS
OPERATOR NAmi PERMIT TO OPERATE #
OWNER NAME
OF TANKS TO BE INSTALLED /REMOVED ,
TANK # CONTENTS VOLUME
m l IA 9(7 3 Son CA
NAME OF COMPANY INSTALLING AND /OR RE(dOVING TANK
S L
MAILING ADDRESS
ZS EID C.Q 9 30$
NAME & PHONE # 0 fONTACT PERSON
zoo D C -ss
DATE & TIME TANK IS TO BE INSTALLED /REMOVED
2s - 13
SIGNATURE OF APPLIC Tom% DATE
APP E BY
ALA&,
DATE
A - / -i3
FD2081(Rev 05/10)
BILLING & PERMIT STATEMENT 4P& BAKERSFIELD FIRE DEPARTMENT
hL D Prevention Services
PERMIT 2101 H Street
fllu. Bakersfield, CA 93301
oti,...e• C91-11C-10'70 . c...• 941 -nr"I-1171
Please make checks payable to CITY OF BAKERSFIELD. Thank you.
Alarm - New & Modification (minimum charge) $280
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
Sprinkler - Minor Modification (<10 heads) $ 96 (inspection only) 84
Commercial Hood (New & UL 300 Upgrade Modification) $235
Additional Hood 58 hood
Commercial Hood - Minor Modification (add /move nozzle) $ 96 (inspection only) 84
Spray Booth (New & Modification)
SITE INFORMATION
LOCATION 0 PROJECT , ,{,- _ , PROPERTY OWNER
t7 //
180 /tank
STARTING DATE COMPLETION DATE NAME
2,02, Z- -2ot3 iw
PROJECT NAME ADDRESS , P ONE :
1 I O Iw l
PROJWT ADDRE957
szs /',» 125F I E L D STATE Cil ZIP C
h ;
878 /tank 82
CONTRACTOR INFORMATION
Underground Storage Tank (Modification) MOD 878 /site
CONTRACTOR NAME CA LICENSE # TYPE OF LICENSE EXPIRATION DATE PHONE #
32— t
82
CONTRACT R COMPANY NAME FAX #
lc8t -37-7- s
A CITY ZIDE
S:S7 —S L
p `
Please make checks payable to CITY OF BAKERSFIELD. Thank you.
Alarm - New & Modification (minimum charge) $280
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
Sprinkler - Minor Modification (<10 heads) $ 96 (inspection only) 84
Commercial Hood (New & UL 300 Upgrade Modification) $235
Additional Hood 58 hood
Commercial Hood - Minor Modification (add /move nozzle) $ 96 (inspection only) 84
Spray Booth (New & Modification) 235
98
Aboveground Storage Tank (1 inspection per installation) AST 180 /tank 82
Additional Tank ATI 96 /tank 82
Aboveground Storage Tank (Removal, Mod,or Inspect'n) ATR 109 /tank 82
Underground Storage Tank (Installation /Inspection) NI 878 /tank 82
Underground Storage Tank (Modification) MOD 878 /site 82
Underground Storage Tank (Minor Modification) MTM 167 /site 82
Underground Storage Tank (Removal) TR 573 /tank 84
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
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
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
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
Fmmi to— n7w))
A
M
SYSKA HENNESSY
GROUP
Am bamm dSHOroue, m
Proiect No: CHV01000
Project: Chevron Bakersfield, CA
By: Dan Tran '
Generator Submittal - Package 03-
Submittal Ref: REV] - 23 3213 -001
Submittal Review Comments
Today's Date: 10/25/2012
Sheet: I of 1
Trade: Electrical
Contractor: Spring Mountain Industries
Corrections or comments made on the submittals during this review do not relieve contractor from compliance with requirements of the
drawings and specifications. This review is for general conformance with the design concept of the project and general compliance with the
information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions;
selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades; and performing his work in a
safe and satisfactory manner.
Actions:
1 - No exception taken 2 - Revise - No resubmission required 3 - Revise and resubmit 4 — Rejected 5 - Submit specified item
6 — No action required 7 - Other - [Please specify]
Spec Section Manufacturer Drawing No./
Equipment Tag. No. Action Comments
263213 Caterpillar Sub -base fuel
tank
1 No exception taken
P:UA0%CRCHV010001con3tructlonAdnYnisbetlon SubniUals \Chevron- GeneratorPackage 3 REW -Review Comments 10.25- 12.docx
Syska Hennessy Group, Inc. Tel: 310.312.0200
800 Corporate Pointe, Suite 200 Fax: 310.665.0172
Culver City, CA 90230 www.syeka.com
Connie Yett
From:. Brad Chambless .
Sent: Wednesday, October 24, 2012 9:22 AM
To: Dan Tran (dtran@syska.com)
Cc: Jesus Pelayo Oesus.pelayo@teterae.com); Connie Yett
Subject: Chevron Generator Fuel Tank
Attachments: Pages from 26 3213 -OO1B - Quinn Power Systems REVIEWED.pdf - Adobe Acrobat.pdf
Dan,
See if the attached pages answer any questions you might have. The fuel tank is custom built.
Thanks.
Brad
MORRISON EMERGENCY VENT • SPECIFICATION SHEET • FIG. 244 SERIES
SPAT
BODYY
MATERIAL (G)
DESCRIPTION
DIAMETER
COVER
PRESSURE SETTING (0)
SCREEN I I OPTI& (l1_)] I H.
MOUNTING CONNECTION (C)
SIZE `tA) k0 SCALESHIPWIT (WT4 IN LEI&
UL Listed Emergency vent (pressure relief only) used on
aboveground storage tanks, as a code requirement, to
help prevent the tank from becoming over - pressurized
and possibly rupturing if ever exposed to fire. Vent must
be used in conjunction with a "normal vent" Correct
application of this vent requires proper vent size and
selection for the tank system in order to meet the specific
venting capacity.
SPECIFICATION / DETAIL OPTIONS
A - Size: 6"
B - Venting Capacity / CFH in 1000's
C - Mounting connection: female N.P.T.- (BLANK);
male N.P.T.- (M); flanged - (F)
D - Pressure settings: 8, 10,16 oz /in2. Pressure
required to open vent.
E - Cover:Cast iron painted -(PA) - Standard
Cast iron powder coated -(PC) - Optional
Bolt: steel -zinc plated
F - Seat material: brass (BR) or viton o- ring(0)
G - Body material: aluminum (AL) or iron (1)
H - Screen :yes /no (3 mesh)
DIA. - Diameter: dimension across vent.
HT. - Height: dimension from base to top when closed.
WT. - Shipping Weight
Conformance Including: NFPA 30, 30a, UL 142,
UL 2244, API 2000, and PEI RP200.
Additional References: NFPA 30, UL 142, Morrison
Venting Guide.
t. __
I.D. NUMBER A B C D E F G H I DIA HT WT.
244M -0200 AV 6 246 M 8 PA BR AL N 7.9 6.5 19.5
244MS -0200 AV 6 246 M 8 PA BR AL Y 7.9 6.5 19.5
244MI -0200 AV 6 246 M 8 PA BR I N 7.9 6.5 27.8
244OM -0200 AV 6 246 M 8 PA 0 AL N 7.9 6.4 19.5
2440MI0200 AV 6 246 M 8 PA 0 1 N 7.9 6.4 27.8
244M -0300 AV 6 246 M 10 PA BR AL N 7.7 6.8 24
244MI -0300 AV 6 246 M 10 PA BR I N 7.7 6.8 32.3
244OM -0300 AV 6 246 M 10 PA 0 AL N 7.7 6.7 24
2440MI0300 AV 6 246 M 10 PA 0 1 N 7.7 6.7 32.3
244M -0400 AV 6 246 M 16 PA BR AL N 8.1 7.8 35
244MS -0400 AV 6 2461 M 1 16 PA BR AL Y 8.1 7.8 35
244MI -0400 AV 6 246 M 16 PA BR I N 8.1 7.8 43.3
244OM -0400 AV 6 246 M 16 PA 0 AL N 8.1 7.7 35
244OMSO400 AV 6 246 M 16 PA 0 AL Y 8.1 7.7 35
2440MI0400 AV 6 246 M 16 PA 0 I N 8.1 7.7 43.3
244 -0200 AV 6 246 8 PA BR AL N 7.9 4.5 15.5
244S -0200 AV 6 246 8 PA BR AL Y 7.9 4.5 15.5
2441 -0200 AV 6 246 8 PA BR I N 7.9 4.5 20.6
2440 -0200 AV 6 246 8 PA 0 AL N 7.9 4.2 15.5
244OS -0200 AV 6 246 8 PA 0 AL Y 7.9 4.2 15.5
244OS -2200 AV 6 246 8 PC 0 AL Y 7.9 4.2 15.5
24401 -0200 AV 6 246 8 PA 0 1 N 7.9 4.2 20.6
244- -0300 AV 6 246 10 PA BR AL N 7.7 4.8 21.5
244S -0300 AV 6 246 10 PA BR AL Y 7.7 4.8 21.5
2441 -0300 AV 6 246 10 PA BR I N 7.7 4.8 26.6
2440 -0300 AV 6 246 10 PA 0 AL N 7.7 4.6 21.5
244OS -0300 AV 6 246 10 PA 0 AL Y 7.7 4.6 21.5
24401 -0300 AV 6 246 10 PA 0 1 N 7.71 4.61 26.6
244- -0400 AV 6 246 16 PA BR AL N 8.1 5.7 33.2
244S -0400 AV 6 246 16 PA BR AL Y 8.1 5.7 33.2
2441 -0400 AV 6 246 16 PA BR I N 8.1 5.7 38.3
2440 -0400 AV 6 246 16 PA 0 AL N 8.1 5.6 33.2
244OS -0400 AV 6 2461 1 16 PA 0 AL Y 8.1 5.6 33.2
24401 -0400 AV 6 246 16 PA O 1 N 8.1 5.6 38.3
244OH- 0400AV 6 298 8 PA 0 AL N 8.5 6.51 21.5
244OH -0600 AV 6 298 16 PA 0 AL N 8.6 7.8 41.4
244OMHO400 AV 6 298 8 PA 0 AL N 8.5 6.6 23
244OMHO600 AV 6 298 16 PA O AL N 8.6 7.8 42.9
Dwg. No. B- 6675 -S Date: 6/3/96 Rev. 8/4/98 Drawn By: A.K.
Morrison Bros. Co. 24th and Elm Street Ph: 800 - 553 -4840 PEI
Established 1855 Dubuqu* Iowa 52001 Fax: 319 - 583 -5028 --
Pressure/Vacuum
Emergency Vent
Emergency vent with both
pressure and vacuum relief for
use on aboveground storage
tanks. Pressure relief is handled
in same manner as with the
Morrison Fig. 244. Emergency
vacuum relief can be utilized as
a backup to the "normal" vent.
Opening pressure and vacuum
settings are approximate.
Construction Details
6" Fig. 143
Fig. No. Size
Body... aluminum
Cover... cast iron (except 10 " -2.5 oz 143A is aluminum) 143
Vacuum Assembly and Seat Ring ... brass
Vacuum Screen... type 304 stainless steel
NOTE... The 143 and 143A emergency vents
should always be used In conjunction with a 143A
normal vent" such as Morrison Fig. 548 or 548A.
8" Fig. 143
Opening
8"710" Fig. 143A
Pressure Ship Venting Mounting Vacuum
Settin Weight Capacity Connection Setting
ozln (Ibs) (CFH) (ozfin
Q 2.5 PSI)
6" 8.0 22.50 246,130 Female NPT 1.0
center
16.0 35.00 246,130 Female NPT 1.0
8" 8.0 37.00 462,000 Female NPT 1.0
8" (eight W holes on 11W
16.0 43.00 462,000 Female NPT 1.0
8" 8.0 44.00 509,550 Flanged 1.0
Construction Details
16.0 74.00 509,550 Flanged 1.0
10" 8.0 84.00 808,350 Flanged 1.0
Available (T.O.E.) Threaded
16.0 124.00 808,350 Flanged 1.0
WARNING!
WARNINGI
The 244 and 143 Series emergency vents are for
emergency pressure relief only" and must be used in The 244 and 143 series emergency vents must be properly
conjunction with
a "
normal vent" or pressure vacuum vent, sized and selected for each specific tank application in order
such as a Morrison Fig. 354, 548, 748 OR 749. to meet the proper "venting capacity" requirements.
Flanged Adaptor
The 244A can be used with
either Fig. 244F or Fig. 143A.
Construction Details
Companion Flange
The 244C can be used with
either Fig. 244F or Fig. 143A.
V Morrison Bros. Co. 800.553.4840 78 Page 19
Construction DetailsCarbonsteelweldedrimandskirt.
center Fig. 244CFig. 244A Cast iron with NPT port" I.D.
Size Size_
6" (eight Wholes on 111/2" B.C.)
Weight
12.0 Ibs 8" (eight W holes on 11W B.C. w /8" NPT I.D.) 27.0 Ibs
8' (elght?k" holes on 11'/." B.C,)____ 19.0 Ibs1 10 "(twelve 1" holes on 14'/;' B.C. w /10" NPT LD.) 36.0 Ibs j
10" (twelve 1" holes on 14' %" B.C.) 20.0 Ibs
Construction Details
Carbon steel -NPT
Pipe Nipple Size weight
Available (T.O.E.) Threaded l X all
x 8" 13.0-1b-sOneEndor (T.B.E.) 6"
Threaded Both Ends. x s
8 "x 12" Ibsj
Fig. 244N
128.
0
V Morrison Bros. Co. 800.553.4840 78 Page 19
TM
THE AT -A- GLANCE
Direct Reading Gauge
One of the Industry's Most Popular Gauges
Indicator Disc(polyethelene)
Plastic Assembly Nut
machined alu-
minum nut avail-
Calibration (cellulose acetate)standard
also available with glass internal tube
Noncorrosive brass
stainless riveted assemb
Float (polyethelene)standard
also available in stainless steel and
Gasket (duro nitrile) nitrophyll
Standard NPT Bushing (cast aluminum)
Steel Rod (galvanized or stainless)
Direct mechanical action, reliable construction
and AT- A- GLANCE readability make this Choose the model which
gauge a perfect choice for tanks with depths bestfits your tank: TypeD -2
up to 12'. for 2 " tank openings. Tvpe
Patented calibration assembly withstands
pressure of 70 lbs. P.S.I.
Double plastic dome is almost indestructible.
Gallon readout available for standard 275 gal.
oval tanks.
All internal tank parts available in stainless steel.
Repair parts available.
KRUEGER
D -1 112 forl 112 "tank open-
Please specify model and
tank depth when ordering.
Packed individually.
GAUGE
UtUEGER SENTRY GAUGE CO. INC.
1873 Siesta Lane: Green Bay, WI 54313 -8021
Phone:(920) 434 -8860: Fax (920) 434 -8897
Office Hours: 7:00 A.M. to 5:00 P.M. (CST)
http://www.kruegersentrygauge.com
79
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a
gill
gill
I
RECOMMEND THAT THE SPREADER BAR BE 2' WIDER THAN THE
COMPONENT BEING LIFTED AND A MINIMUM 4' ABOVE
ISCO NOT RESPONSIBLE FOR RIGGING
THESE ILLUSTRATIONS ARE FOR REFERENCE ONLY. ALL RIGGING
EQUIPMENT AND POINTS OF CONNECTION ARE THE
RESPONSIBILITY OF THE RIGGER.
SEAT
BODY -
DESCRIPTION
DIAMETER
C0qER
PA "SuAlismNO M
oPl1011y )( SIT.
IMOUNT"'ICONN ECTCON (C)
SSE r (jq 9C.AfESHIPWT. a WT4 14 LO&
UL Listed Emergency vent (pressure relief only) used on
aboveground storage tanks, as a code requirement, to r
help prevent the tank from becoming over - pressurized .
and possibly rupturing if ever exposed to fire. Vent must
be used in conjunction with a "normal vent" Correct
application of this vent requires proper vent size and
selection for the tank system in order to meet the specific
venting capacity.
SPECIFICATION / DETAIL OPTIONS
A - Size: 6"
B - Venting Capacity / CFH in 1000's
C - Mounting connection: female N.P.T.- (BLANK);
male N.P.T.- (M); flanged - (F)
D - Pressure settings: 8, 10,16 oz/in'. Pressure
required to open vent.
E - Cover:Cast iron painted -(PA) - Standard
Cast iron powder coated -(PC) - Optional
Bolt: steel -zinc plated
F - Seat material: brass (BR) or viton o- ring(0)
G - Body material: aluminum (AL) or iron (1)
H -Screen :yes /no (3 mesh)
DIA. - Diameter: dimension across vent.
HT. - Height: dimension from base to top when closed.
WT. - Shipping Weight
Conformance Including: NFPA 30, 30a, UL 142,
UL 2244, API 2000, and PEI RP200.
Additional References: NFPA 30, UL 142, Morrison
Venting Guide.
U Morrison Bros. Co.
Established 1855
I.D. NUMBER A B C D E I F G H DIA HT WT.
244M -0200 AV 6 246 M 8 PA BR AL N 7.9 6.5 19.5
244MS -0200 AV 6 246 M 8 PA BR AL Y 7.9 6.5 19.5
244M1 -0200 AV 6 246 M 8 PA BR I N 7.9 6.5 27.8
244OM -0200 AV 6 246 M 8 PA O AL N 7.9 6.4 19.5
2440MI0200 AV 6 246 M 8 PA 0 1 N 7.9 6.4 27.8
244M -0300 AV 6 246 M 10 PA BR AL N 7.7 6.8 24
244M1 -0300 AV 6 246 M 10 PA BR I N 7.7 6.8 32.3
244OM -0300 AV 6 246 M 10 PA 0 AL N 7.7 6.7 24
2440MI0300 AV 6 246 M 10 PA 0 1 N 7.7 6.7 32.3
244M - -0400 AV 6 246 M 16 PA BR AL N 8.1 7.8 35
244MS -0400 AV 6 246 M 16 PA BR AL Y 8.1 7.8 35
244MI -0400 AV 6 246 M 16 PA BR I N 8.1 7.8 43.3
2440M -0400 AV 6 246 M 16 PA 0 AL N 8.1 7.7 35
244OMSO400 AV 6 246 M 16 PA 0 AL Y 8.1 1 7.7 35
2440MI0400 AV 6 246 M 16 PA 0 1 N 8.1 1 7.7 43.3
244 -0200 AV 6 246 8 PA BR AL N 7.91 4.5 15.5
244S -0200 AV 6 246 8 PA BR AL I Y 7.9 4.51 15.5
2441 -0200 AV 6 246 8 PA BR I N 7.9 4.5 20.6
2440- -0200 AV 6 246 8 PA 0 AL N 7.9 4.2 15.5
244OS -0200 AV 6 246 8 PA 0 AL Y 7.9 4.2 15.5
244OS -2200 AV 6 246 8 PC 0 AL Y 7.9 4.2 15.5
24401 -0200 AV 6 246 8 PA 0 1 N 7.9 4.2 20.6
244- -0300 AV 6 246 10 PA BR AL N 7.7 4.8 21.5
244S -0300 AV 6 246 10 PA I BR AL Y 7.7 4.8 21.5
2441 -0300 AV 6 246 10 PA BR I N 7.7 4.8 26.6
2440 -0300 AV 6 246 10 PA 0 AL N 7.7 4.6 21.5
244OS -0300 AV 6 246 10 PA 0 AL Y 7.7 4.6 21.5
24401 -0300 AV 6 246 10 PA 0 1 N 7.7 4.6 26.6
244- -0400 AV 6 246 16 PA BR AL N 8.1 5.7 33.2
244S -0400 AV 6 246 16 PA BR AL Y 8.1 5.7 33.2
2441 -0400 AV 6 246 16 PA BR I N 8.1 5.7 38.3
2440 -0400 AV 6 246 16 PA 0 AL N 8.1 5.6 33.2
244OS -0400 AV T 246 16 PA 0 AL Y 8.1 5.6 33.2
24401 -0400 AV 6 246 16 PA 0 1 N 8.1 5.6 38.3
244OH- 0400AV 6 298 8 PA 0 AL N 8.5 6.5 21.5
244OH -0600 AV 6 298 16 PA 0 AL N 8.6 7.8 41.4
244OMHO400 AV 6 298. 8 PA 0 AL N 8.5 6.6 23
244OMHO600 AV 6 298 16 PA 0 AL N 8.6 7.8 42.9
Dwg. No. B- 6675 -S Date: 6/3/96 Rev. 8/4/98 Drawn By: A.K.
24th and Elm Street Ph: 800 - 553 -4840
Dubuqug7lowa 52001 Fax: 319 - 583 -5028 p' ,
143 and 143A
Pressure/Vacuum
Emergency Vent
Emergency vent with both
pressure and vacuum relief for
use on aboveground storage
tanks. Pressure relief is handled
in same manner as with the
Morrison Fig. 244. Emergency
vacuum relief can be utilized as
a backup to the "normal" vent. 6" Fig. 143
Opening pressure and vacuum
settings are approximate.
Construction Details Fig. No. Size
Body... aluminum
Cover... cast iron (except 10 " -2.5 oz 143A is aluminum) 143 6"
Vacuum Assembly and Seat Ring ... brass
Vacuum Screen... type 304 stainless steel
8"
AidETfe143 jnd 143A emergencywehts
Flanged Adaptor
The 244A can be used with
either Fig. 244F or Fig. 143A.
Construction Details
Carbon steel welded rim and skit..
Fig. 244A
Size, ,Weight
6" (eight 7/b" holes on 11'%" B.C.) 12.0 Ibs
8 "- (eight'khole§ 1,9:0 =Ibs
10" (twelve 1" holes on 14'h" B.C.) 20.0 Ibs
Pipe Nipple f
Available (T.O.E.) Threaded j
One End or (T.B.E.)
Threaded Both Ends.
UMorrison Bros. Co. 800.553.4840 78
10"
8" Fig. 143
Opening
8 "/10" Fig. 143A
Pressure Ship Venting Mounting Vacuum
Settin Weight Capacity Connection Setting
ozrin Ibs) CFH) ozlin
@ 2.5 PSI)
8.0 22.50 246,130 Female NPT 1.0
16.0 35.00 246,130 Female NPT 1.0
8.0 37.00 462,000 Female NPT 1.0
16.0 43.00 462,000 Female NPT 1.0
8.0 44.00 509,550 Flanged 1.0
16.0 74.00 509,550 Flanged 1.0
8.0 84.00 808,350 Flanged 1.0
16.0 124.00 808,350 Flanged 1.0
Companion Flange
The 244C can be used with ji
either Fig. 244F or Fig. 143A.
Construction Details ...
Cast iron with NPT "center port" I.D. Fig. 244C
Size Weight
8" (eight'M' holes on 11%11 B.C. w/8 NPT I D) 27.0 Ibs
1"- 0",,(twelvetilhole's on 14' /B:Cw. /.AONPTI D,) ^ 36:0ffiIbs;
Construction Details
Carbon steel -NPT
Weight
b- x
ti .5 .28.Olbsl
Page 19
i
TM
THE AT -A- GLANCE
Direct Readini4 Gauge
One of the Industry's Most Popular Gauges
Calibration (cellulose acetate)standard
also available with glass internal tube
Indicator Disc(polyethelene)
Plastic Assembly Nut
machined alu-
minum nut avail-
Direct mechanical action, reliable construction
and AT- A- GLANCE readability make this
gauge a perfect choice for tanks with depths
up to 12'.
Patented calibration assembly withstands
pressure of 70 lbs. P.S.I.
Double plastic dome is almost indestructible.
Gallon readout available for standard 275 gal:
oval tanks.
All internal tank parts available in stainless steel.
Repair parts available.
Noncorrosive brass
stainless riveted assemb
rloat (polyethelene)standard
also available in stainless steel and
Gasket (duro nitrile) nitrophyll
Standard NPT Bushing (cast aluminum)
Steel Rod (galvanized orstainless)
Choose the model which
best fits your tank: TypeD -2
for 2 " tank oveninzs. Tvve
D -1 112 forl 112 "tank open -
inQs.
Please specify model and
tank depth when ordering.
Packed individually.,
rvQ
KRUEGERGAUGE
KRUEGER SENTRY GAUGE CO. INC.
1873 Siesta Lane: Green Bay, W154313 -8021
Phone:(920) 434 -8860: Fax (920) 434 -8897
Office Hours: 7:00 A.M. to 5:00 P.M. (CST)
http:i/-,,vww.kruegersentrygauge.com
79
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soil'
IHTIItNAitONALSUPPLYCO.,INC.
r
RECOMMEND THAT THE SPREADER BAR BE 2' WIDER THAN THE
COMPONENT BEING LIFTED AND A MINIMUM 4' ABOVE
ISCO NOT RESPONSIBLE FOR RIGGING
THESE ILLUSTRATIONS ARE FOR REFERENCE ONLY. ALL RIGGING
EQUIPMENT AND POINTS OF CONNECTION ARE THE
RESPONSIBILITY OF THE RIGGER.
ABOVEGROUND STORAGE TANK
GUIDELINES FOR PERMIT TO INSTALL /REMOVE AST
FOR DISPENSING OF FLAMMABLE OR COMBUSTIBLE
LIQUIDS AND CONDITIONS FOR CLOSURE, EXCAVATION,
REMOVAL & DISPOSAL, SOIL SAMPLING, PRELIMINARY
SITE ASSESSMENTS
ARM
BAKERSFIELD FIRE DEPARTMENT
Prevention Services
2101 H Street
Bakersfleld, CA 93301
Phone: 661- 326 -3979 • Fax: 661 - 852 -2171
Page 2 of 2
GUIDELINES FOR PERMIT TO INSTALL AN AST
FOR DISPENONG OF FLAMMABLE OR COMBUSTIBLE LIQUIDS
1. Any aboveground storage tank installed within the City of Bakersfield for the purpose of Dispensing motor vehicle fuels must meet the
requirements of Section 2206.2.3 (1) of the California Fire Code, 2007 Edition and Bakersfield Municipal Code.
2. The tank sizes shall not exceed a capacity of 12,000 gallons individual or 48,000 gallons aggregate.
3. Any aboveground storage of petroleum with a cumulative capacity of more than 1,320 gallon must complete a Spill Prevention, Control
and Countermeasure (SPCC) Plan, per California Health & -Safety Code Division 20 Chapter 6.67. A copy of this plan must be submitted
to the Bakersfield Fire Department Office of Prevention Services located at 2101 H Street, Bakersfield, CA 93301 and can be reached at
661 - 326 -3979.
APPLICATION PROCESS
1. Provide two sets of a plot plan for the facility. This plan must Include location of property lines, all buildings and openings to each building
i.e., windows, doors, vents, etc.), nearest road or intersection, all tanks piping, any fixed source of Ignition (i.e., water heaters, forced
air, AC units, etc.), all foundations, and equipment to be installed.
2. Construction details of tank pad seismic straps or fixtures, and crash posts.
3. Certification by the manufacturer that the tank meets the applicable codes.
4. Identification of the material to be stored in the aboveground storage tank.
5.'- Building permits for all reinforced concrete and electrical work must be obtained at the Bakersfield City Building Department located at
1715 Truxtun Avenue, Bakersfield, CA 661- 326 -3720. Construction cannot begin without their approved permit.
6. Complete any necessary application for the Air Pollution Control District for any storage or dispensing of gasoline or aviation fuel.
7. Applications must be fully completed or they will be returned - no exceptions.
8. Permit fee must be submitted with the application or the application will not be processed.
9. A final Inspection must be completed before AST system is operational. This is to ensure compliance with the UFC regarding placement of
placards, and where applicable, the testing of emergency shut -off device, and overfill /overspill.
GUIDELINE§ FOR PERMIT TO REMOVE AN AST
1. Tanks may not be removed - without an Inspector present.
2. Tanks shall be either decontaminated or transported as hazardous waste.
3. A Hazardous Waste manifest will accompany either the rinseate or the tank and shall be present on site and presented upon request.
4. The interior of tanks being transported not as hazardous waste (decontaminated) shall have a lower explosive limit (LEL) of no greater
than 5 percent immediately following cleaning and prior to the Introduction of carbon dioxide (CO2).
5. The contractor shall certify on the Inspection form that the cleaning process was properly conducted and the LEL results did not exceed 5
percent.
6. The decontaminated tank shall be inerted with the introduction of COZ, in the form of dry Ice or from canisters.
7. A rate of 20 pounds of dry Ice to 1,000 gallons of tank capacity, or the corresponding weight of COZ.
8. If canisters are used, they shall be bonded to the tanks.
9. A receipt for the CO2 shall remain on site and presented upon request.
10. Prior to the removal of a decontaminated tank the LEL level will be no greater than 5 percent and the oxygen level will be no grater than
9 percent.
SOIL SAMPLING/ PRELIMINARY SITE ASSESSMENT
1. Soil samples shall be obtained under the direction of a professional engineer, geologist, or authorized representative of a State - approved
laboratory.
2. Samples shall be collected, at a minimum, from depths of 2 and 6 feet below the tank bottom, dispensers, and product lines and from the
following locations (unless waived by the local agency inspector on site):
A. From the center of the tank.
B. Below all dispensers.
C. Piping - every 20 feet and /or at connections, joints, bends, etc.
3. Any area of obvious contamination of likely areas of contamination may be required to be sampled.
4. All samples shall be analyzed by a State - certified laboratory.
5. Soil samples shall be analyzed for all known and suspected substances to have been stored in the tank. Additionally, methyl tertiary butyl
ether (MTBE) shall be analyzed in all soil samples taken from beneath tank systems which contained any motor vehicle fuel.
6. All samples will be accompanied by a Chain -of- Custody sheet.
7. A soil sample report/preliminary assessment shall be submitted to the Office of Prevention Services within 5 days after results have been
received and shall contain at a minimum the following Information.
A. Name and location of where tanks were disposed.
B. Name and location of where rinseate was disposed.
C. A signed copy of the Hazardous Waste Manifest.
D. A tank disposal receipt from the scraping facility.
E. Copies of all lab data sheets and Chain -of- Custody documentation.
F. A plot plan showing the location of buildings, tanks, piping runs, dispensers, and ALL SAMPLE LOCATIONS WITH CORRESPONDING I.D.
NUMBERS AND DEPTHS.
FD2081(Rev 05/10)
GcGs
b-
56-
5elR -5
w
rj
San Joaquin Valley
AIR POLLUTION CONTROL DISTRICT
June 5, 2012
Chevron .USA, Inc.
PO Box 1392
Bakersfield, CA 93302
Authority to Construct Number(s): S- 8148 -1 -0
Rule 2010 3.0 — AUTHORITY TO CONSTRUCT
T:
HEALTHY AIR LIVING"
IVED-
JUN 01 H I2
Ak Staff -
Enclosed. please find Authority to Construct document(s) for your project. Please read
the document(s) carefully and contact the Permit Services Division if the information
does not appear correct or if you have any questions.
Remember to notify the Compliance. Division when you begin operating to schedule a
start-up inspection. After the Compliance Division has verified that the operation has
satisfied all conditions of the Authority to Construct, a Permit to Operate may be. issued.
You will receive a Permit to Operate and billing, which must be paid to validate your
Permit to Operate.
Contact the Permit Services Division prior to making changes to the equipment or
operation, other than those described on the attached Authority to Construct
document(s).
Permit Services Division or the Compliance Division. can be reached at (661) 392 -5500.
SEYED SADREDIN
EXECUTIVE- DIRECTOR /APCO.
Southern Regional Office * 34946 Flyover.Court * Bakersfield, CA 93308 -9725 ` (661) 392 -5500 * Fax (66'1) 392 -5585
44,
w
San Joaquin Valley
AIR POLLUTION CONTROL DISTRICT
I 1Cjl L_ —t
HEALTHY .A I V
CHEVRON
ECEIVE-D
JUN 01 Z01z
AUTHORITY TO CONSTRUCT ,Mr s
nm®rta
PERMIT NO: S- 8148 -1 -0 ISSUANCE DATE: 4 /2012
LEGAL OWNER OR OPERATOR: CHEVRON USA INC
MAILING ADDRESS: P.O. BOX 1392
BAKERSFIELD, CA 93302
LOCATION: 9525 CAMINO MEDIA
BAKERSFIELD, CA
EQUIPMENT DESCRIPTION:
300 BHP CAT MODEL C9 TIER 3 CERTIFIED (OR EQUIVALENT) DIESEL -FIRED EMERGENCY STANDBY IC ENGINE
POWERING AN ELECTRIC GENERATOR
CONDITIONS
I. The permittee's request ofequivalent equipment shall include the snake, model, manufacturer's maximum rating,
manufacturer's guaranteed emission rates, equipment drawing(s), and operational characteristics /parametcrs [District
Rule 20 101
2. The permittee shall obtain written District approval for the use of any equivalent equipment not specifically approved
by this Authorily'to Construct. Approval of the equivalent equipment shall be made only after the District's
determination that the submitted design and performance of the proposed alternate equipment is equivalent to the
specifically authorized equipment. [District Rule 22011 Federally Enforceable Through Title V Permit
3. Alternative equipment shall be ofthe same class and category of source as the equipment authorized by the Authority
to Construct. [District Rule 2201 ]
4. No emission factor and no emission shall be greater for the alternate equipment than for the proposed equipment. No
changes in the hours of operation, operating rate, throughput, or firing rate maybe authorized for any alternate
equipment. [District Rule 2201]
5: 'Particulate matter emissions shall not exceed 0.1 grains/dsef in concentration. [District Rule 4201 ]
6. No air contaminant shall be discharged into the at for a period or periods aggregating more than three
minutes in any one hour which is- as dark as, or darker than, Ringelmann 1 or -20 %opacity. [District Rule 4101 ]
7. No air contaminant shall be released into the atmosphere which causes a public nuisance. [District Rule 4102]
CONDITIONS CONTINUE ON NEXT PAGE
YOU MUST NOTIFY THE DISTRICT COMPLIANCE DIVISION AT (881) 392 -5500 WHEN CONSTRUCTION 18 COMPLETED AND PRIOR TO
OPERATING THE EQUIPMENT OR MODIFICATIONS AUTHORIZED BY THIS AUTHORITY TO CONSTRUCT. T'hisjs'NOT a. PERMIT TO OPERATE.
Approval or dental of a PERMIT TO OPERATE will be made• after. on. inspection to verify that the equipment has been constructed in, accordance with the
approved plans, specifications. and.conditions'of this Authority to Construct, and to_ determine if, the equipment can be operated In compliance with all
Rules and Regulations of the San Joaquin Valley Unified Air Pollution Control District Unless construction has commenced pursuant to Rule 20% this
Authority to.Construct shall'expire and application shall. be cancelled -two years from the dete,of. issuance: The applicant is responsible for complying with
all laws; ordinances and fegulations of all;other governmental agencies which-may pertain to the above equipment.
Seyed- Sadredin, Executive Director/ APCO
DAVID. WARNER, Director-of Permit Services
S- 514&1-0:.A ,42W. 21WM- J0NESW use iruoea air tne ,m
Southern, Regional Office • 34946 Flyover Court • Bakersfield, CA 93308 • (661)392-5500-9 Fm(661)392_5585
r
Conditions for S- 8148 -1 -0 (continued) Page 2 of 2
8. The exhaust stack shall vent vertically upward. The vertical exhaust flow shall not be impeded by a rain cap (flapper
ok), roof overhang, or any other obstruction. (District Rule 4102]
9. This engine shall be equipped with an operational non - resettable elapsed time meter or other APCO approved
alternative. [District Rule 4702,17 CCR 93115, and 40 CFR 60 Subpart 1111]
10. Only CARB certified diesel fuel containing not more than 0.0015% sulfur by weight is to be used.. [District Rules 2201
and 4801, 17 CCR 93115, 40 CFR Part 60 Subpart IIII]
11. Emissions from this IC-engine shall not exceed any ofthe following limits: 2.53 g- NOx/bhp -hr, 0.33 g -CO /bhp -hr, or
0.1 lg -VOC /bhp -hr. [District Rule 2201, 17 CCR 93115, and 40 CFR Part 60,Subpart II11]
12. Emissions from this IC engine shall hot exceed 0.05 g -PM 1'0 /bhp =hr based.on USEPA.certification using ISO 8178 test
procedure. [District Rules 2201 and 4102, 17 CCR 93115, and 40 CFR Part 60 Subpart IIII]
13. This engine shall be operated and 'maintained -in proper operating condition as recommended by the engine
manufacturer or emissions control system supplier. [District Rule 4702 and 40 CFR 60 Subpart MU
14. During periods ofoperation for maintenance, testing, and required regulatory purposes, the permittee shall monitor the
operational characteristics of the engine as recommended by the manufacturer or emission control system supplier (for
example: check engine fluid_ levels, battery, cables and connections; change engine oil and filters; replace engine
coolant; and /or other operational characteristics as recommended by the manufacturer or supplier). [District Rule
4702]
15. An emergency situation is an unscheduled electrical power outage caused by sudden and reasonably unforeseen natural
disasters or sudden and reasonably unforeseen events beyond the control ofthe permittee. [District Rule 4702]
16. This engine shall not be used to produce "power for the electrical distribution system, as part of a voluntary utility
demand reduction program, or for an interruptible power contract. [District Rule 4702]
17. The permittee shall maintain monthly records ofemergency and non - emergency operation. Records shall include the
number of hours of emergency operation, the date and number of hours of all testing and maintenance operations, the
purpose of the operation (for example: load testing, weekly testing, rolli'ng.blackoutj general area power outage, etc.)
and records of operational characteristics monitoring. For units with automated testing systems, the operator may, as
an alternative to keeping records of actual operation for testing purposes, maintain a readily accessible written record
of the automated testing schedule. [District Rule 4702 and 17 CCR 93 115]
18. This engine shall be operated only for testing and maintenance of the engine, required regulatory purposes, and during
emergency situations. Operation of.the•engine for maintenance, - testing, and required regulatory purposes shall not
exceed 50 hours per calendar year. [District Rule 4702, 17 CCR 93115 and 40 CFR Part 60 Subpart 1111]
19. The permittee shall maintain monthly records of the type of fuel purchased. [District Rule 4702' and 1 TCCR 93115]
20. All records shall be maintained and retained on -site for a minimum of -five (5) years, and. shall be made available for
District inspection upon request.. [District Rule 4702.and 17 CCR 93115]
54148 -1d: luj 42072 i.ZPM - JW:ESW
Certify Rerate
EMISSIONS DATA [59L045241
SA04524) ENG /NE (G5AO6023)- GENERATOR (NBP00323)-
GENSET
Page 1 of I
DECEMBER 17, 2012
For Help Desk Phone Numbers Click here
http: / /`tmiwebclassic.cat.comltm Usery letITMIDirector ?Action =bui ldtab &refkind= RNTMI... 12/17/2012
Engine Emissions Data
For Emissions feedback and questions contact: engine_certification@cat.com
This link is case sensitive. **
This emission data is Caterpillar's best estimate for this rating. If actual emissions at
re uired then an emission test needs to be run on your engine.
Serial Number (Machine)
Serial Number (Engine) S9L04524
Sales Model 11C9
Build Date 2012 -10 -10
Interlock Code Progression JINo Interlock Code Progression
1 11
As Shipped Data
En ine Arrangement Number 113950 367
Certification Arrangement
Test Spec Number 1 OK9838
Certification I EPA Emergency Stationary @ Constant
Labeled Model Year 12012
lFamily Code JJCCPXL08.8NZS
Flash File 3488768
Flash File Progression 11348871600
CORR FL Power at RPM I 374 HP (279.0 KW ) at 1800 rpms
Advertised Power 11280h p 1,800RPM
Total Displacement 118.8
This is not an official emission certificate. This is for emission data information only.
Caterpillar Confidential: Green
Content Owner: Shane Gilles
Web Master(s): PSG Web Based Systems Support
Current Date: Monday, December 17, 2012 3:08:51 PM
Q Caterpillar Inc. 2012 All Rights Reserved.
Data Privacy Statement.
http: / /`tmiwebclassic.cat.comltm Usery letITMIDirector ?Action =bui ldtab &refkind= RNTMI... 12/17/2012
l
DIESEL GENERATOR SET AA v
Image shown may not
reflect actual package.
FEATURES
FUEL /EMISSIONS STRATEGY
EPA Certified for Stationary
Emergency Application
EPA Tier 3 emissions levels)
DESIGN CRITERIA
The generator set accepts 100% rated load in one
step per NFPA 110 and meets ISO 8528 -5 transient
response.
UL 2200 / CSA - Optional
UL 2200 listed packages
CSA Certified
Certain restrictions may apply.
Consult with your Cat® Dealer.
FULL RANGE OF ATTACHMENTS
Wide range of bolt -on system expansion
attachments, factory designed and tested
Flexible packaging options for easy and cost
effective installation
SINGLE - SOURCE SUPPLIER
Fully prototype tested with certified torsional
vibration analysis available
WORLDWIDE PRODUCT SUPPORT
Cat dealers provide extensive post sale support
including maintenance and repair agreements
Cat dealers have over 1,800 dealer branch stores
operating in 200 countries
The Cat® S•0•Ss"° program cost effectively detects
internal engine component condition, even the
presence of unwanted fluids and combustion
by- products
STANDBY
200 ekW 250 kVA
60 Hz 1800 rpm 480 Volts
Caterpillar is leading the power generation
marketplace with Power Solutions engineered
to deliver unmatched flexibility, expandability,
reliability, and cost - effectiveness.
CATO C9 ATAAC DIESEL ENGINE
Utilizes ACERTTm Technology
Reliable, rugged, durable design
Field- proven in thousands of applications
worldwide
Four - stroke diesel engine combines consistent
performance and excellent fuel economy with
minimum weight
ADEMTmA4 electronic engine control
CAT GENERATOR
Matched to the performance and output
characteristics of Cat engines
Load adjustment module provides engine relief
upon load impact and improves load acceptance
and recovery time
UL 1446 Recognized Class H insulation
CAT EMCP 4 CONTROL PANELS
Simple user friendly interface and navigation
Scalable system to meet a wide range of
customer needs
Integrated Control System and Communications
Gateway
SEISMIC CERTIFICATION
Seismic Certification available
Anchoring details are site specific, and are
dependent on many factors such as generator set
size, weight, and concrete strength.
IBC Certification requires that the anchoring
system used is reviewed and approved by a
Professional Engineer
Seismic Certification per Applicable Building
Codes: IBC 2000, IBC 2003, IBC 2006, IBC 2009,
CBC 2007
Pre - approved by OSHPD and carries an
OSP- 0084 -10 for use in healthcare projects in
California
7
STANDBY 200 ekW 250 WA
60 Hz 1800 rpm 480 Volts
FACTORY INSTALLED STANDARD & OPTIONAL EQUIPMENT
CAT'
System Standard Optional
Air Inlet Light Duty Air filter 11 Single ele,,rer(t-a+r-fifter--
Service indicator
leavy -duty dual element air filter with precleaner
Air inlet shut -off
Cooling Radiator package mounted 11 Radlato, duet Range—
Coolant level sight gauge Wow coolant level sensor
Coolant drain line with valve
Fan and belt guards
Cat® Extended,Life Coolant
Exhaust Dry exhaust manifold i I ritical Mufflers
Exhaust flange outlet
11 Elbows and I' eaul wall kits
Fuel Primary fuel filter with integral water separator n egra
Secondary fuel filters
Fuel priming pump 11 Manual hamsferl5r
Engine fuel transfer pump
Fuel cooler Flexible fuel lines
Generator Class H insulation i iWOversize generators
Class H temperature Rise 41PDigital voltage regulator with kVAR /PF control
VR6 voltage regulator with 3 -phase sensing with load nti- condensation heaters
adjustment module
IP23 Protection
I I Coastal Insulation Protection rCTPT
Wermanent magnet excitation (PMG)
Power cable termination box (NEMA mech lug holes
iffioReactive droop
Power Termination Power center houses EMCP controller and control
terminations (rear mounted) Circuit•breakers, UL listed, 3 pole (80% °
Segregated low voltage wiring termination panel rated)
Bottom cable entry
IP22 Protection
Hotes)
I!Wultiple circuit breakers TWO (2
hunt trip
uxiliary contacts
Governor ADEMTMA4
Control Panel EMCP 4.1 (mounted in power center) MCP 4.2
Speed adjust Local annuniciator module (NFPA 99/110)
Voltage adjustment QRemote annunicator module (NFPA 99/110)
Emergency stop pushbutton teDigital 1/0 module
Lube Lubricating oil and filter 4Oil temperature sensor
Oil drain line with valves MaAWal SUFRP
Fumes disposal
Lube oil level indicator
Oil cooler
Mounting Formed steel wide base frame 1 ell skid base
Linear vibration isolation- seismic zone 4 4Wormed steel wide base frame .
Starting /Charging 24 volt starting motor WPJacket water heater with shut offvalves
24 volt, 45 amp charging alternator 11 Block heater
11 Sihep gial4ing aid
attery disconnect switch
Battery chargers (5 or ""
Faipe 19808006
Batteries with rack and cables
General Paint - Caterpillar Yellow except rails and radiators UL 2200 package
gloss black
Flywheel housing - SAE No.1 4NMeather protective enclosure
MSeismic•Certifcation per Applicable Building Codes:
IC 2000, IBC 2003, IBC 2006, IBC 2009, CBC 2007
July 19 2012 13:08 PM
L
STANDBY 200 ekW 250 WA
60 Hz 1800 rpm 480 Volts
SPECIFICATIONS
CAT GENERATOR
Frame size.......... JUpsize t0 5024L
Excitation ............Permanent Mag. Self Emeetat*e_
Pitch............................................... ............................... 0.6667
Numberof poles ..................................... ..............................4
Number of bearings ....... ............................... Single bearing
Number of Leads ... ............................... ............................012
Insulation ....................... UL 1446 Recognized Class H with
tropicalization and antiabrasion
Consult your Caterpillar dealer for available voltages
IP Rating .............................. ...........................Drip Proof IP23
Alignment ............................... ............................... Pilot Shaft
Overspeed capability ............................ ............................125
Wave form Deviation (Line to Line) .... .............................2%
Voltage regulator ...... .............:............Three phase sensing
Voltage regulation ............ Less than +/- 1/2% (steady state)
CAT DIESEL ENGINE
C9 ATAAC, 1 -6, 4- Stroke Water - cooled Diesel
Bore ......................... ............................... 112.00 mm (4.41 in)
Stroke ............................ .........................149.00 mm (5.87 in)
Displacement .................. ...........................8.80 L (537.01 in')
Compression Ratio .............................. .........................16.1:1
Aspiration ............ ............................... Air -to -Air Aftercooled
Fuel System ................... Hydraulic electronic unit injection
Governor Type ................ Caterpillar ADEM control system
cep'
CAT EMCP 4 SERIES CONTROLS
EMCP 4 controls including:
Run / Auto / Stop Control
Speed and Voltage Adjust
Engine Cycle Crank
24 -volt DC operation
Environmental sealed front face
Text alarm /event descriptions
Digital indication for:
RPM
DC volts
Operating hours
Oil pressure (psi, kPa or bar)
Coolant temperature
Volts (L -L & L -N), frequency (Hz)
Amps (per phase & average)
ekW, kVA, WAR, kW -hr, %kW, PF (4.2 only)
Warning /shutdown with common LED indication of:
Low oil pressure
High coolant temperature
Overspeed
Emergency stop
Failure to start (overcrank)
Low coolant temperature
Low coolant level
Programmable protective relaying functions:
Generator phase sequence
Over /Under voltage (27/59)
Over /Under Frequency (81 o /u)
Reverse Power (kW) (32) (4.2 only)
Reverse reactive power (kVAr) (32RV)
Overcurrent (50/51)
Communications:
Four digital inputs (4.1)
Six digital inputs (4.2 only)
Four relay outputs (Form A)
Two relay outputs (Form C)
Two digital outputs
Customer data link (Modbus RTU) (4.2 only)
Accessory module data link (4.2 only)
Serial annunciator module data link (4.2 only)
Emergency stop pushbutton
Compatible with the following:
Digital 1/0 module
Local Annunciator
Remote CAN annunciator
Remote serial annunciator
9
July 19 2012 13:08 PM
STANDBY 200 ekW 250 WA CAT" 60 Hz 1800 rpm 480 Volts
TECHNICAL DATA
Open Generator Set - - 1800 rpm /60 Hz /480 Volts EM0095
Tier 3
Generator Set Package Performance
Genset Power rating@ 0.8 pf 250 WA
Genset Power rating with fan 200 ekW
Coolant to aftercooler
Coolant to aftercooler temp max 49 ° C 120 ° F
Fuel Consumption
100 %° load with fan 58.2 L/hr 15.4 Gal /hr
75% load with fan 46.6 L/hr 12.3'Gal /hr
50% load with fan 34.9 L/hr 9.2 Gal /hr
Cooling System'
Air flow restriction (system) 0.12 kPa 0.48 in. water
Air flow (max @ rated speed for radiator arrangement) 497 m3 /min 17551 cfm
Engine Coolant capacity with radiator /exp. tank 36.0 L 9.5 gal
Engine coolant capacity 22.0 L 5.8 gal
Radiator coolant capacity 14.0 L 3.7 gal
Inlet. Air
Combustion air inlet flow rate 22.0 m3 /min 776.9 cfm
Exhaust System
Exhaust stack gas temperature 435.7 ° C 816.3 ° F
Exhaust gas flow rate 53.8 m3 /min 1899.9 cfm
Exhaust flange size (internal diameter) 170 mm. 7 in
Exhaust system backpressure (maximum allowable) 5.9 kPa 23.7 in. water
Heat Rejection
Heat rejection to coolant (total) 87 kW 4948 Btu /min
Heat rejection to exhaust (total) 227 kW 12909 Btu /min
Heat rejection to aftercooler 58 kW 3298 Btu /min
Heat rejection to atmosphere from engine 14 kW 796 Btu /min
Heat rejection to atmosphere from generator 15.7 kW 892.9 Btu /min
Alternator'
Motor starting capability @ 30% voltage dip 454 skVA
Frame LC5014F
Temperature Rise 130 'C 234 ° F
Lube System
Sump refill with filter 39A L 10.3 gal
Emissions (Nominal?
NOx g /hp -hr 2.52 g/hp -hr
CO g /hp -hr 33 g /hp -hr
HC g /hp -hr 11 g /hp -hr
PM g/hp -hr 046 g/hp -hr
For ambient and altitude capabilities consult your Cat dealer. Air flow restriction (system) is added to existing restriction from factory.
Generator temperature rise is based on a 40° C (104° F) ambient per NEMA MG1 -32.
Emissions data measurement procedures are consistent with those described in EPA CFR 40 Part 89, Subpart D & E and IS08178 -1 for
measuring HC, CO, PM, NOx. Data shown is based on steady state operating conditions of 77 °F, 28.42 in HG and number 2 diesel fuel
with 35° API and LHV of 18,390 btu /Ib. The nominal emissions data shown is subject to instrumentation, measurement, facility and engine
to engine variations. Emissions data is based on 100% load and thus cannot be used to compare to EPA regulations which use values
based on a weighted cycle.
10 July 19 2012 13:08 PM
STANDBY 200 ekW 250 WA
60 Hz 1800 rpm 480 Volts
RATING DEFINITIONS AND CONDITIONS
Meets or Exceeds International Specifications: AS1359,
CSA, IEC60034 -1, IS03046, IS08528, NEMA MG 1 -22,
NEMA MG 1 -33, UL508A, 72/23/EEC, 98/37/EC,
2004/108/EC
Standby - Output available with varying load for the
duration of the interruption of the normal source power.
Average power output is 70% of the standby power
rating. Typical operation is 200 hours per year, with
maximum expected usage of 500 hours per year.
Standby power in accordance with ISO8528. Fuel stop
power in accordance with ISO3046. Standby ambients
shown indicate ambient temperature at 100% load which
results in a coolant top tank temperature just below the
shutdown temperature.
CAT°
Ratings are based on SAE J1349 standard conditions.
These ratings also apply at IS03046 standard conditions.
Fuel rates are based on fuel oil of 35° API [16° C (60° F))
gravity having an LHV of 42 780 kJ /kg (18,390 Btu /lb)
when used at 29° C (85° F) and weighing 838.9 g /liter.
7.001 Ibs /U.S. gal.). Additional ratings may be available
for specific customer requirements, contact your Cat
representative for details. For information regarding Low
Sulfur fuel and Biodiesel capability, please consult your
Cat dealer.
11 July 19 2012 13:08 PM
STANDBY 200 ekW 250 WA
60 Hz 1800 rpm 480 Volts
DIMENSIONS
Package Dimensions
ength Information not
available at this time. idth
eight
Performance No.: EM0095
Feature Code: C09DE38
Gen. Arr. Number: 3405265
Source: U.S. Sourced
July 19 2012 20506012
NOTE: For reference only - do not use for
installation design. Please contact
your local dealer for exact weight
and dimensions. (General
Dimension Drawing #).
CAT'
www.Cat-ElectricPower.com
2012 Caterpillar
All rights reserved.
Materials and specifications are subject to change without notice.
The International System of Units (SI) is used in this publication.
CAT, CATERPILLAR, their respective logos, 'Caterpillar Yellow," the
Power Edge' trade dress, as well as corporate and product identity used
herein, are trademarks of Caterpillar and may not be used without
permission.
12
PERFORMANCE DATA[EM0095]
Performance Number: EM0095
SALES MODEL: C9 COMBUSTION: DI
ENGINE POWER (BHP): 312 ENGINE SPEED (RPM): 1,800
GEN POWER W/O FAN (EKW): 214.0 HERTZ: 60
GEN POWER WITH FAN (EKW): 200.0 FAN POWER (HP): 18.8
COMPRESSION RATIO: 16.1 ASPIRATION: TA
APPLICATION: PACKAGED GENSET AFTERCOOLER TYPE: ATAAC
RATING LEVEL: STANDBY AFTERCOOLER CIRCUIT TYPE: JW +OC, ATAAC
PUMP QUANTITY: 1 INLET MANIFOLD AIR TEMP (F): 120
FUEL TYPE: DIESEL JACKET WATER TEMP (F): 192.2
MANIFOLD TYPE: DRY TURBO CONFIGURATION: SINGLE
REF EXH STACK DIAMETER ON): 4 TURBO QUANTITY: 1
MAX OPERATING ALTITUDE (FT): 3,281 TURBOCHARGER MODEL: 5310 -1.25
0.358 12.9
CERTIFICATION YEAR: 2005
1,001.3 34.4
PISTON SPD @ RATED ENG SPD (FT/MIN): 1,759.8
General Performance Data
August 1, 2012
Change Level: 01
GENSET
POWER WITH
FAN
PERCENT
LOAD
ENGINE
POWER
BRAKE MEAN
EFF PRES
BMEP)
BRAKE SPEC
FUEL
CONSUMPTN
BSFC
VOL FUEL
CONSUMPTN
VFC)
INLET MFLD
PRES
INLETMFLD
TEMP
EXH MFLD
TEMP
EXH MFLD
PRES
ENGINE
OUTLETTEMP
EKW BHP PSI LBIBHP -HR GAUHR IN -HG DEG F DEG F IN -HG DEG F
200.0 100 310 254 0.347 15.4 63.3 121.4 1,059.4 41.9 816.2
180.0 90 281 230 0.351 14.1 58.8 121.1 1,030.1 37.9 801.5
160.0 80 252 206 0.358 12.9 54.3 120.8 1,001.3 34.4 791.7
150.0 75 237 194 0.363 12.3 52.0 120.7 987.0 32.7 787.4
140.0 70 223 182 0.368 11.7 49.6 120.6 972.9 31.0 783.1
120.0 60 194 159 0.380 10.5 44.6 120.5 945.1 27.5 773.5
100.0 50 165 135 0.392 9.2 37.6 120.5 911.8 23.4 758.6
80.0 40 135 111 0.406 7.8 30.1 120.7 867.3 19.1 739.4
60.0 30 106 87 0.422 6.4 22.7 121.1 812.1 14.8 716.8
50.0 25 91.7 75 0.432 5.7 19.0 121.2 778.4 12.7 701.7
40.0 20 77.1 63 0.445 4.9 15.4 119.9 718.0 10.8 655.1
20.0 10 47.9 39 0.484 3.3 8.1 116.2 568.4 7.2 533.3
GENSET
POWER WITH
FAN
PERCENT
LOAD
ENGINE
POWER
COMPRESSOR
OUTLETPRES
COMPRESSOR
OUTLETTEMP
WETINLETAIR
VOL FLOW
RATE
ENGINE
OUTLETWET
EXH OAS VOL
FLOW RATE
WET INLET AIR WET EXH GAS
MASS FLOW MASS FLOW
RATE RATE
WET EXH VOL DRY EXH VOL
FLOW RATE (32 FLOW RATE
DEG F AND (32 DEG F AND
29.981N HG ) 29.981N HG
EKW BHP IN-HG DEG F CFM CFM LB/HR LB/HR FT3/MIN FT3/MIN
200.0 100 310 84 364.6 775.5 1,898.6 3,372.2 3,479.6 731.6 680.6
180.0 90 281 60 345.9 743.3 1,789.3 3,215.9 3,314.5 697.6 650.5
160.0 80 252 55 327.2 710.7 1,681.4 3,059.8 3,149.8 660.6 617.6
150.0 75 237 53 317.8 693.3 1,627.9 2,977.8 3,063.6 641.8 600.8
140.0 70 223 50 308.5 675.0 1,574.8 2,893.0 2,974.6 623.0 583.9
120.0 60 194 45 289.8 635.8 1,469.6 2,715.1 2,788.6 585.9 550.5
100.0 50 165 39 262.8 579.3 1,334.4 2,477.4 2,524.3 538.5 507.3
80.0 40 135 31 231.7 517.4 1,174.4 2,202.7 2,238.8 481.6 454.8
60.0 30 106 23 199.2 455.1 998.0 1,918.1 1,956.5 417.1 395.1
60.0 25 91.7 20 182.4 423.9 903.7 1,776.8 1,816.5 382.6 363.0
40.0 20 77.1 16 165.7 392.6 806.7 1,643.0 1,677.3 355.8 338.7
20.0 10 47.9 9 131.8 329.8 601.6 1,378.0 1,401.2 297.9 286.0
Pepe 1 0110
41
PERFORMANCE DATA[EM0095]
Heat Rejection Data
August 1, 2012
OENSET
POWER WITH
FAN
PERCENT
LOAD
ENGINE
POWER
REJECTION
TO JACKET,
WATER
REJECTION
TO
ATMOSPHERE
REJECTION
TO EXH
EXHUAST
RECOVERY
TO36OF
FROM OIL
COOLER
FROM WORK
AFTERCOOLER ENERGY
LOW-HEAT
VALUE
ENERGY
HIGH HEAT
VALUE
ENERGY
EKW BHP BTUIMIN BTU/MIN BTU/MIN BTUIMIN BTUIMIN BTU/MIN BTU/MIN BTU/MIN BTU/MIN
200.0 100 310 4,948 820 12,925 6,808 1,757 3,284 13,159 32,984 35,136
180.0 90 281 4,661 708 12,017 6,264 1,610 2,895 11,923 4232 32,204
160.0 80 252 4,429 629 11,207 5,813 1,474 2,529 10,686 27,676 29,482
150.0 75 237 4,317 594 10,805 5,593 1,407 2,351 10,068 26,412 28,136
140.0 70 223 4,205 556 10,398 5,372 1,339 2,177 9,450 25,148 26,788
120.0 60 194 3,970 457 9,557 4,916 1,202 1,841 8,214 22,566 24,038
100.0 50 165 3,673 577 8,441 4,283 1,054 1,412 6,978 19,789 21,081
80.0 40 135 3,330 840 7,250 3.611 897 979 5,741 16,841 17,940
60.0 30 106 2,949 518 6,077 2,963 732 600 4,505 13,750 14,647
50.0 25 91.7 2,745 396 5,479 2,633 647 435 3,887 12,150 12,943
40.0 20 77.1 2,534 422 4,668 2,098 560 302 3,269 10,508 11,193
20.0 10 47.9 2,082 321 3,052 1,039 379 86 2,032 7,111 7,574
Pepe 2 of 10
42
PERFORMANCE DATA[EM0095]
Emissions Data
RATED SPEED POTENTIAL SITE VARIATION: 1800 RPM
August 1, 2012
GENSET POWER WITH FAN EKW 200.0 160.0 100.0 60.0 20.0
ENGINE POWER BHP 310 237 186 91.7 47.9
PERCENTLOAD 100 76 50 25 10
TOTAL NOX AS NO2) G/HR 841 543 317 189 177
TOTAL CO G/HR 168 175 213 255 236
TOTAL HC G/HR 65 75 78 70 76
PART MATTER G/HR 27.8 35.1 48.4 49.0 23.8
TOTAL NOX (AS NO2 ) CORR 5 %02 ) MGMM3 1,383.5 1,115.7 865.8 848.0 1,462.0
TOTAL CO CORR 5% 02 ) MGMM3 279.0 324.6 526.5 1,056.6 1,738.8
TOTAL HC CORR 5 %02 MGMM3 84.8 122.7 177.3 251.0 501.3
PART MATTER CORR 5% 02 MGMM3 34.5 57.9 120.4 179.1 136.9
TOTAL NOX AS NO2 CORR 5 %02 PPM 674 543 422 413 712
TOTAL CO CORR 5% 02) PPM 223 260 421 845 1,391
TOTAL HC CORR 5 %02 ) PPM 158 229 331 469 936
TOTAL NOX AS NO2
CORR 5% 02)
G/HP -HR 2.72 2.29 1.93 2.06 3.69
TOTAL CO G/HP -HR 0.61 0.74 1.29 2.78 4.92
TOTAL HC G/HP -HR 0.21 0.32 0.47 0.76 1.58
PART MATTER G/HP -HR 0.09 0.15 0.29 0.53 0.49
TOTAL NOX AS NO2 LBMR 1.85 1.20 0.70 0.42 0.39
TOTAL CO LBMR 0.41 0.39 0.47 0.56 0.52
TOTAL HC LBMR 0.14 0.17 0.17 0.15 0.17
PART MATTER LB/HR 0.08 0.08 0.11 0.11 0.05
RATED SPEED NOMINAL DATA: 1800 RPM
GENSET POWERWITH FAN EKW 200.0 160.0 100.0 50.0 20.0
ENGINE POWER BHP 310 237 166 91.7 47.9
PERCENT LOAD 100 76 60 26 10
TOTAL NOX AS NO2 G/HR 779 502 294 175 184
TOTAL CO G/HR 100 94 114 137 126
TOTAL HC G/HR 34 40 41 37 40
TOTAL CO2 KG/HR 151 122 91 56 33
PART MATTER G/HR 14.2 18.0 24.8 25.1 12.2
TOTAL NOX (AS NO2 ) CORR 5% 02 MGMM3 1,281.1 1,033.0 801.6 795.2 1,353.7
TOTAL CO CORR 5 %02 MGMM3 149.2 173.6 281.5 565.0 929.8
TOTAL HC CORR 5 %02) MGMM3 44.8 64.9 93.8 132.8 265.3
PART MATTER CORR 5% 02 ) MGMM3 17.7 29.7 61.8 91.8 70.2
TOTAL NOX AS NO2 CORR 5% 02 PPM 624 503 390 382 659
TOTAL CO CORR 5% 02 PPM 119 139 225 452 744
TOTAL HC CORR 5% 02) PPM 84 121 175 248 495
TOTAL NOX AS NO2) G/HP -HR 2.52 2.12 1.79 1.91 3.42
TOTAL CO G/HP -HR 0.32 0.40 0.69 1.49 2.63
TOTAL HC GMP-HR 0.11 0.17 0.25 0.40 0.84
PART MATTER G/HP -HR 0.05 0.08 0.15 0.27 0.25
TOTAL NOX (AS NO2) LB/HR 1.72 1.11 0.65 0.39 0.36
TOTAL CO LBIHR 0.22 0.21 0.25 0.30 0.28
TOTAL HC LB/HR 0.08 0.09 0.09 0.08 0.09
TOTAL CO2 LB/HR 334 269 201 123 72
PART MATTER LB/HR 0.03 0.04 0.05 0.08 0.03
OXYGEN IN EXH 11.7 12.6 13.5 14.5 16.2
DRY SMOKE OPACITY 0.4 0.6 1.0 1.6 0.7
BOSCH SMOKE NUMBER 0.23 0.50 0.92 1.36 0.56
Page 4 o110
43
PERFORMANCE DATA[EM0095]
Altitude Derate Data
ALTITUDE CORRECTED POWER CAPABILITY (BHP)
August 1, 2012
AMBIENT
OPERATING
TEMP F
50 90 70 80 90 100 110 120 130 NORMAL
ALTITUDE (FT)
0 312 312 312 312 312 312 312 312 312 312
1,000 312 312 312 312 312 312 312 312 311 312
2,000 312 312 312 312 312 312 309 304 299 312
3,000 312 312 312 312 308 303 297 292 287 312
4,000 312 312 307 301 296 291 286 281 276 310
5,000 307 301 295 290 284 279 274 270 265 300
6,000 294 289 283 278 273 268 263 259 254 290
7,000 282 277 272 267 262 257 253 248 244 280
8,000 271 266 261 256 251 247 242 238 234 271
9,000 260 255 250 245 241 237 232 228 224 262
10,000 249 244 240 235 231 227 223 219 215 252
11,000 238 234 229 225 221 217 213 210 208 243
12,000 228 224 220 216 212 208 204 201 197 235
13,000 218 214 210 206 203 199 195 192 189 226
14,000 209 205 201 197 194 190 187 184 181 218
15,000 200 196 192 189 185 182 179 176 173 210
Pepe 6 o110
44
PERFORMANCE DATA[EM0095]
Cross Reference
Engine Arrangement
Arrangement Number Effective Serial Number Engineering Model Engineering Model Veralon
2501808 SKOD003 GS322
August 1, 2012
Test Specification Data
TeatSpec Setting Effective Serial Number Engine Arrangement GovernorType Default Low Idle Speed Default High Idle Speed
OK6797 PP5628 SBLOOOD3 2591808 ELEC
Peg. 7 of1a
45
PERFORMANCE DATA(EM0095]
Performance Parameter Reference
arameters Reference:DM8600 -06
PERFORMANCE DEFINMONS
PERFORMANCE DEFINITIONS DM96W
APPLICATION:
Engine performance tolerance values beloware representative of a
typical production enginetested in a calibrated dynamometer test
cell at SAE J1995 standard reference conditions. Caterpillar maintains
IS09001:2000 certified quality management systemsfor engine test
Facilities to assure accurate calibration oftest equipment. Engine
test data is corrected in accordance with SAE J1995. Additional
reference material SAE J1228, J1349, ISO 8665, 3046- 1:2002E,
3046. 3:1989, 1585, 2534, 2288, and 9249 may apply in pert orare
similar to SAEJ1995. Special engine rating request(SERR)test
data shall be noted.
PERFORMANCE PARAMETER TOLERANCE FACTORS:
Power +/-3%
Torque +/-3%
Exhaust stack temperature +/-8%
Inlet airflow +/-5%
Intake manifold pressure-gage +/ -10%
Exhaust flow +1-6%
Specific fuel consumption +1-3%
Fuel rate +/-5%
Heat rejection +/-5%
Heat rejec lon exhaust only +/ -10%
Torque is irrAudad for truck and industrial applications, do not
use for Gen Set or steady state applications.
OnC7 - C18 engines, at speeds of 1100 RPM and underthese values
are provided for reference only, andmay not meet the tolerance
listed.
These values do not apply to C280/3600. For these models, see the
tolerances listed below.
C280/3600 HEAT REJECTION TOLERANCE FACTORS:
Heat rejection + / -10%
Heat rejection to Atmosphere +/- WA
Heat rejection to Lube Oil +/-20%
Heat rejection to Aftercooler +/- 5%
TEST CELLTRANSDUCER TOLERANCE FACTORS:
Torque 0.5%
Speed 0.2%
Fuel flow 1.0%
Temperature 2.0 C degrees
Intake manifold pressure +/- 0.1 kPa
OBSERVED ENGINE PERFORMANCE ISCORRECTED TO SAE J1995 REFERENCE AIR
ANDFUEL CONDITIONS.
REFERENCE ATMOSPHERIC INLET AIR
FOR 3500 ENGINES AND SMALLER
SAE J1228 reference atmospheric pressure Is 100 KPA (29.61 In hg)
and standard temperature is 25 (77) at60% relative
humidity.
FOR 3600 ENGINES
Engine rating obtained and presented in accordance with ISO 3046/1
and SAE J1995 JAN90 standard referenceconditions of 25, 100 KPA
30% relative humidity and 150M altitude at the stated aftercooler
watertemperature.
MEASUREMENT LOCATION FOR INLETAIR TEMPERATURE
Location forair temperature measurement aircleaner Inlet at
stabilized operating conditions.
46
August 1, 2012
Page a of 10
PERFORMANCE DATA[EM0095]
REFERENCE EXHAUST STACK DIAMETER
The Reference Exhaust Stack Diameter published withthis datasetIs
only used forthe calculation of Smoke Opacity values displayed In
this dataset This value does not necessarily represent theactual
stack diameter ofthe engine due to the variety of exhaust stack
adapteroptionsavailable. Consult the pricelist engine order
or general dimension drawings forthe actual stack diameter size
ordered oroptions available.
REFERENCE FUEL
DIESEL
Reference fuel is #2 distillate diesel with a 35API gravity;
A lower heatingvalue Is 42,780 KJ/KG (18,390 BTU/LB) when used at
29 (84.2), where the density is 838.9 G/Liter
7.001 Lbs/Gal).
GAS
Reference natural gas fuel has a lower heating value of33.74 KJ/L
905 BTU/CU Ft). Low BTU ratings are basedon 18.84 KJ/L (500 BTU/
CU FT) lower heating value gas. Propane ratings are based on 87.58
KJ/L (2350 BTU /CU Ft) lower heating valuegas.
ENGINE POWER (NET) IS THE CORRECTED FLYWHEEL POWER (GROSS) LESS
EXTERNAL AUXILIARY LOAD
Engine corrected gross output includes the power required to drive
standard equipment tube oil, scavenge tube oil, fuel transfer,
common rail fuel, separate circuit aftercooler andJacket water
pumps. Engine net power available for the external (flywheel) load
is calculated by subtracting the sumof auxiliary load from the
corrected gross flywheel out put power. Typical auxiliary loads
are radiator coding fans, hydraulic pumps, air compressors and
battery charging alternators.
ALTITUDE CAPABILITY
Altitude capability Is the maximum attitude above sea level at slander
d temperature and standard pressure at which theengine could develop
full rated output poweron the current performance data set Standard
temperature values versus altitude could be seen on TM2001.
Engines with ADEM MEUI and HEUI fuel systemsoperating at conditions
above the defined altitude capability derele for atmospheric pressure
and temperature conditions outsidethe values defined, see TM2001.
Mechanical governor controlled unit Injectorengines require a
setting change for operation at conditions above the attitude defined
on the engine performance sheet. See your Caterpillartechnical
representative for non standard ratings.
REGULATIONS AND PRODUCT COMPLIANCE
TMI Emissions information is presented at'nominal' and'Potential
Site Variation' values for standard ratings. No tolerances are
appliedto the emissions data These values are subject to change
at any time. The controlling federal and local emission requirements
need to be verified by yourCaterpillar technical representative.
Log on to the Technology and Solutions Divisions (T &SD) web page
httpJAsd. cat. caNeladlndex .cfm?tech_id= 28351CAL) for information
Including federal regulation applicability and time lines for
implementation. Information forlabeling and tagging requirements is
also provided.
NOTES:
Regulation watch covers regulations In effect and future regulation
changes forworld, federal, state and local This page includes
items on the watch listwhere aregulation change orproduct change
might be pending and may need attention of the engine product
group For additional emissions Information log on to the TMI web
page.
Additional product information forspecific market application is
available.
Customer's may havespecial emission site requirementsthat need to be
verified by the Caterpillar Product Group engineer.
HEAT REJECTION DEFINITIONS:
Diesel Circuit Typeand HHV Balance: DM9500
EMISSIONS DEFINITIONS:
Emissions: DM1176
47
August 1, 2012
Page 9 of 10
PERFORMANCE DATAIEM00961
SOUND DEFINITIONS:
Sound Power: DM8702
Sound Pressure: TM7080
RATING DEFINITIONS:
Agriculture: TM6008
Fire Pump: TM6009
Generator Set: TM6035
Generator (Gas) : TM6041
Industrial Diesel: TM6010
Industrial (Gas) : TM6040
Irrigation: TM5749
Locomotive: TM6037
Marine Auxiliary: TM6036
Marine Prop (Except 3600): TM5747
Marine Prop (3600 onry) : TM5748
MSHA : TM6042
Oil Feld (Petroleum) : TM6011
Off- Hlgirmay Truck: TM6039
On- Highway Truck: TM6038
Date Released: 11/13/11
48
August 1, 2012
Page 10of 10
SYSTEMS DA TA AUGUST O 11 2012
For Help Desk Phone Numbers Click here
Reference Number: EM0095 Version Symbol: Change Level:
Sales Model: C9 DI TA AA Eff. Serial Number Prefix: S91, Engr. Model:
Description Answer Unit
Air Intake System
The installed system must comply with the system limits below for all
emissions certified engines to assure regulatory compliance.
MAX ALLOW INTAKE RESTR W /CLEAN ELEMENT 14.9 IN WTR
MAX ALLOW INTAKE RESTR W/DIRTY ELEMENT 30.1 IN WTR
MAX ALLOW INTAKE MANIFOLD TEMP 120 DEG F
ALLOW PRESS DROP -COMPR OUT TO MANF IN 4.4 IN HG
MAX TURBO INLET AIR TEMPERATURE 122 DEG F
MAX AIR FILTER INLET AIR TEMPERATURE 122 DEG F
Cooling System
ENGINE ONLY COOLANT CAPACITY 5.8 GAL
TOTAL SYS COOLANT CAP (PKG GENSETS ONLY) 9.5 GAL
MAX ALLOW ENGINE COOLANT OUTLET TEMP 223 DEG F
REGULATOR START -TO -OPEN TEMP 189 DEG F
REGULATOR FULL OPENING TEMPERATURE 208 DEG F
REGULATOR LOCATION OUTLET
AMBIENT COOLING CAPABILITY AT RATED SPD 122 DEG F
MIN RECOMMENDED SYS PRESS CAP PRESSURE 10.0 PSI
MAX UNINTERRUPTED FILL RATE 3 GPM
MIN ALLOW COOLANT LOSS - PERCT OF TOTAL 90 PERCENT
COOL LOSS -MAX % OF PUMP PRESS RISE LOSS 10 PERCENT
AIR VENT CAPABILITY AT 35 PERCT PRL 3.80 PINTS /MIN
RADIATOR AIR FLOW (PKG GENSETS ONLY) 17,551.4 CU FT /MIN
Engine Spec System
CYLINDER ARRANGEMENT INLINE
NUMBER OF CYLINDERS 6 CYL
CYLINDER BORE DIAMETER 4.4094 IN
PISTON STROKE 5.8661 IN
TOTAL CYLINDER DISPLACEMENT 537 CU IN
COMPRESSION RATIO (TO ONE) 16.1
CRANKSHAFT ROTATION (FROM FLYWHEEL END) CCW
CYLINDER FIRING ORDER 1 -5 -3
CYLINDER FIRING ORDER - CONTINUED 6 -2 -4
NUMBER 1 CYLINDER LOCATION FRONT
STROKES /COMBUSTION CYCLE 4 STROKES
APPLICATION CLASS GEN
ENGINE DUTY CYCLE STDB
FACTORY TEST SPEC OK9839
EMISSION CERTIFICATION AGENCIES EPA TIER 3
STD - AFTERCOOLER DESIGN TEMP 120 DEG F
49
GENSET LINE FREQUENCY 60 HZ
Exhaust System
The installed system must comply with the system limits below for all
emissions certified engines to assure regulatory compliance.
MAX ALLOW SYS BACK PRESS 23.7 IN WTR
MANIFOLD TYPE DRY
Fuel System
MAX FUEL FLOW TO TRANSFER PUMP (TO ENG) 46.5 GPH
MAX ALLOW FUEL SUPPLY LINE RESTRICTION 4.1 IN HG
MAX ALLOW FUEL TMP FROM TRANSFER PUMP IN 151 DEG F
MAX FUEL FLOW TO RETURN LINE (FROM ENG) 29.9 GPH
MAX ALLOW FUEL RETURN LINE RESTR 20.7 IN HG
NORMAL FUEL PRESSURE -CLEAN SYSTEM 72.5 PSI
FUEL SYSTEM TYPE HEUI
Lube System
RECOMMENDED OIL TYPE (API OR CAT SPEC) CH- 15W -40
OIL FILTER TYPE FUL- FL,S -O
LUBE SYSTEM OIL COOLER TYPE PLATE
NOM OIL PRESS W /SAE 1OW30 OIL @ 99 DEG C 50.8 PSI
MIN LI OP W /SAE 1OW30 OIL @ 99 DEG C 110.2 PSI
CRANKCASE VENTILATION TYPE TO ATM
MAX OPERATING ANGLE (ANY DIRECTION) 10 DEG
FRONT SUMP STD /OPT/NAP STD
FRONT SUMP REFILL VOLUME W/FILTER CHANGE 41 QT
FRONT SUMP CAPACITY @ ADD MARK 34 QT
FRONT SUMP CAPACITY @ FULL MARK 38 QT
Mounting System
C/G LOC - X DIMENSION - FRM REAR FACE OF BLK - (REF TM7077) 16.7716 IN
C/O LOC - Y DIMENSION - FRM CL OF CRANKSHAFT - (REF TM7077) 8.1890 IN
C/O LOC - Z DIMENSION - FRM CL OF CRANKSHAFT - (REF TM7077) 0.0071 IN
STD - FLYWHEEL HOUSING SIZE -SAE NUMBER SAE]
DRY WT ENG ONLY (DRAINED OF FLUIDS) 1,709 LB
ENGINE LENGTH 44.5275 IN
ENGINE WIDTH 44.8818 IN
Starting System
LOWEST AMBIENT START TEMP W/O AIDS 32 DEG F
Caterpillar Confidential: Green
Content Owner: Shane Gilles
Web Master(s): PSG Web Based Systems Support
Current Date: Wednesday, August 01, 2012 3:52:39 PM
Q Caterpillar Inc. 2012 All Rights Reserved.
Data Privacy Statement.
50
GENERATOR DATA
Selected Model
AUGUST 01, 2012
For Help Desk Phone Numbers Click here
Engine: C9 Generator Frame: LC5024L Genset Rating (kW): 200.0 Line Voltage: 480
Fuel: Diesel Generator Arrangement: 2351200 Genset Rating (kVA): 250.0 Phase Voltage: 277
Frequency: 60 Excitation Type: AREP Pwr. Factor: 0.8 Rated Current: 300.7
Duty: STANDBY Connection: SERIES STAR Application: EPG Status: Current
Version: 40059 /40001 X40144 /2476
Spec Information
51
Generator Specification Generator EfficiencyFrame: LC5024L Type: LC No. of Bearings: 1 per Unit Load kW Efficiency % Winding Type: RANDOM WOUND Flywheel: 14.0 0.25 50.0 88.5Connection: SERIES STAR Housing: 1
Phases: 3 No. of Leads: 12
0.5 100.0 91.9
Poles: 4 Wires per Lead: 1 0.75 150.0 93.5
Sync Speed: 1800 Generator Pitch: 0.6667
1.0 200.0 94.1
Reactances Per Unit Ohms
SUBTRANSIENT - DIRECT AXIS X "d 0.0476 0.0439
SUBTRANSIENT - QUADRATURE AXIS X "q 0.0587 0.0541
TRANSIENT - SATURATED X'd 0.0802 0.0739
SYNCHRONOUS - DIRECT AXIS Xd 1.7982 1.6572
SYNCHRONOUS - QUADRATURE AXIS Xq 1.0781 0.9936
NEGATIVE SEQUENCE X2 0.0533 0.0491
ZERO SEQUENCE X0 0.0034 0.0031
Time Constants Seconds
OPEN CIRCUIT TRANSIENT - DIRECT AXIS T'do 2.2530
SHORT CIRCUIT TRANSIENT - DIRECT AXIS T d 0.1000
OPEN CIRCUIT SUBSTRANSIENT - DIRECT AXIS T do 0.0170
SHORT CIRCUIT SUBSTRANSIENT - DIRECT AXIS T"d 0.0100
OPEN CIRCUIT SUBSTRANSIENT - QUADRATURE AXIS T"q0 0.1830
SHORT CIRCUIT SUBSTRANSIENT - QUADRATURE AXIS T"q 0.0100
EXCITER TIME CONSTANT Te 0.0100
ARMATURE SHORT CIRCUIT To 0.0150
Short Circuit Ratio: 0.73 1 Stator Resistance = 0.0171 Ohms Field Resistance = 0.343 Ohms
Voltage Regulation Generator Excitation
Voltage level adustment: +/- 5.0% No Load Full Load, (rated) pf
Voltage regulation, steady state: +/- 0.5% Series Parallel
Voltage regulation with 3% speed change: +/- 0.5% Excitation voltage: 10.6 Volts 30.74 Volts Volts
Waveform deviation line- line, no load: less than 2.0% Excitation current 1.06 Amps 2.53 Amps Amps
Telephone influence factor: less than 50
51
Selected Model
Engine: C9 Generator Frame: LC5024L Genset Rating (kW): 200.0 Line Voltage: 480
Fuel: Diesel Generator Arrangement: 2351200 Genset Rating (kVA): 250.0 Phase Voltage: 277
Frequency: 60 Excitation Type: AREP Pwr. Factor: 0.8 Rated Current: 300.7
Duty: STANDBY Connection: SERIES STAR Application: EPG Status: Current
Version: 40059 /40001 /40144 2476
Generator Mechanical Information
Center of Gravity
Dimension X -530.0 mm -20.9 IN.
Dimension Y 0.0 mm 0.0 IN.
Dimension Z 0.0 mm 0.0 IN.
X" is measured from driven end of generator and parallel to rotor.
Towards engine fan is positive. See General Information for details
Y" is measured vertically from rotor center line. Up is positive.
Z" is measured to left and right of rotor center line. To the right is
positive.
Generator WT = 895 kg * Rotor WT = 357 kg * Stator WT = 538 kg
1,973 LB 787 LB 1,186 LB
Rotor Balance = 0.0508 mm deflection PTP
Overspeed Capacity = 125% of synchronous speed
Generator Torsional Data
Jl = Coupling J2 = Rotor J3 = Exciter
and Fan TOTAL J = Jl + J2 + J3 End
Kl = Shaft Stiffness between K2 = Shaft Stiffness between
Jl + J2 (Diameter 1) J2 + J3 (Diameter 2)
31 Kl Min Shaft Dia 1 J2 K2 Min Shaft Dia 2 J3
6.3 LB IN. s2 37.0 MLB IN. /rad 4.5 IN. 20.5 LB IN. s2 41.7 MLB IN. /rad 4.3 IN. 2.0 LB IN. s2
0.711 N m s2 4.18 MN m/rad 115.0 mm 2.32 N m s2 4.71 MN m/rad 110.0 mm 0.23 N m s2
Total J
28.9 LB IN. s2
3.261 N m s2
52
Selected Model
Engine: C9 Generator Frame: LC5024L Genset Rating (kW): 200.0 Line Voltage: 480
Fuel: Diesel Generator Arrangement: 2351200 Genset Rating (kVA): 250.0 Phase Voltage: 277
Frequency: 60 Excitation Type: AREP Pwr. Factor: 0.8 Rated Current: 300.7
Duty: STANDBY Connection: SERIES STAR Application: EPG Status: Current
Version: 40059 /40001 /40144 /2476
Generator Cooling Requirements -
Temperature - Insulation Data
Cooling Requirements: Temperature Data: (Ambient 40 OC)
Heat Dissipated: 12.5 kW Stator Rise: 105.0 OC
Air Flow: 30.6 m3 /min Rotor Rise: 105.0 OC
Insulation Class: H
Insulation Reg. as shipped: 100.0 Mfg minimum at 40 OC
Thermal Limits of Generator
Frequency: 60 Hz
Line to Line Voltage: 480 Volts
B BR 80/40 318.0 kVA
F BR - 105/40 362.0 kVA
H BR - 125/40 398.0 kVA
F PR - 130/40 398.0 kVA
H PR - 150/40 422.0 kVA
H PR27 - 163/27 438.0 kVA
53
Selected Model
Engine: C9 Generator Frame: LC5024L Genset Rating (kW): 200.0 Line Voltage: 480
Fuel: Diesel Generator Arrangement: 2351200 Genset Rating (kVA): 250.0 Phase Voltage: 27.7
Frequency: 60 Excitation Type: AREP Pwr. Factor: 0.8 Rated Current: 300.7
Duty: STANDBY Connection: SERIES STAR Application: EPG Status: Current
Version: 40059 /40001 /40144 2476
Starting Capability & Current Decrement
Motor Starting Capability (0.6 pf)
SKVA Percent
Volt Dip
62 2.5
128 5.0
197 7.5
271 10.0
348 12.5
430 15.0
517 17.5
609 20.0
707 22.5
812 25.0
924 27.5
1,044 30.0
1,173 32.5
1,311 35.0
1,461 37.5
1,624 40.0
E Time AMPCycle
0.0 6,262
1.0 3,691
2.0 2,840
3.0 2,378
4.0 2,035
5.0 1,754
7.5 1,441
10.0 1,509
12.5 IF 1,592
15.0 DF 1,663
20.0 _JF 1,610
25.0 1,498
30.0 1,441
35.0 1,422
40.0 1,420
45.0 1,423
Percent Volt Dip Motor Startfng50
40
30
20
10
0
0.0 400.0 800.0 1200.0 1600.0 2000.0
SKVA
Current Decrement Data
AMP riirrpnt npr'r'prnprlt
E Time Cycle
50.0
Instantaneous 3 Phase Fault Current: 6262 Amps Instantaneous Line - Line Fault Current: 5122 Amps
Instantaneous Line - Neutral Fault Current: 8584 Amps
1-i-I
Selected Model
Engine: C9 Generator Frame: LC5024L Genset Rating (kW): 200.0 Line Voltage: 480
Fuel: Diesel Generator Arrangement: 2351200 Genset Rating (kVA): 250.0 Phase Voltage: 277
Frequency: 60 Excitation Type: AREP Pwr. Factor: 0.8 Rated Current: 300.7
Duty: STANDBY Connection: SERIES STAR Application: EPG Status: Current
Version: 40059 /40001 /40144 2476
Generator Output Characteristic Curves
Open Circuit Curve
Line - Line volt Open Circuit
1000
Field Line -
Current Line Volt
0.0
14.9 288
17.7 336
21.0 384
25.7 432
33.3 F 480
48.3 528
80.8 576
IS5.1 624
329.4 672
Field Armature
Current Current
z6.a lso
30.8 210
35.2 241
39.6 271
44.0 301
48.4 331
52.8 361
57.2 391
61.5 421
800
600
400
200
0
0.0 100.0 200.0 300.0 400.0 500.0
Field Current
Short Circuit Curve
Armature Current Short Circuit500
400
300
200
100
0
0.0 20.0 40.0 60.0 80.0 100.0
Field Current
55
Selected Model
Engine: C9 Generator Frame: LC5024L Genset Rating (kW): 200.0 Line Voltage: 480
Fuel: Diesel Generator Arrangement: 2351200 Genset Rating (kVA): 250.0 Phase Voltage: 277
Frequency: 60 Excitation Type: AREP Pwr. Factor: 0.8 Rated Current: 300.7
Duty: STANDBY Connection: SERIES STAR Application: EPG Status: Current
Version: 40059 /40001 /40144 /2476
Generator Output Characteristic Curves
Zero Power Factor Curve
Line - Line volt Zero Power1000
Field Line -
Current Line Volt
44.0 0°
57.6 240
60.6 288
63.7 336
67.7 384
74.0 432
85.7 480
110.3 528
165.8 F 576
295.0 624
Field Line -
Current Line Volt
o.0 0
14.6 288
17.0 336
19.4 384
21.9 432
24.3 480
26.7 528
29.2 576
31.6 624
34.0 672
600
Soo
400
200
0
0.0 100.0 200.0 300.0 400.0 500.0
Field Current
Air Gap Curve
Line - Line volt Air Gap1000
600
600
400
200
0
0.0 10.0 20.0 30.0 40.0 50.0
Field Current
56
Selected Model
Engine: C9 Generator Frame: LC5024L Genset Rating (kW): 200.0 Line Voltage: 480
Fuel: Diesel Generator Arrangement: 2351200 Genset Rating (kVA): 250.0 Phase Voltage: 277
Frequency: 60 Excitation Type: AREP Pwr. Factor: 0.8 Rated Current: 300.7
Duty: STANDBY Connection: SERIES STAR Application: EPG Status: Current
Reactive Capability Curve
Click to view Chart
Version: 40059 /40001 /40144 2476
57
oratina ch-art
Wing Lagging
En tie Liniit
AT
0:2 Z>P
i
0 4 < .O G 6.6° 1
kV1Ar% ;R to "cI kVA f
57
Selected Model
Engine: C9 Generator Frame: LC5024L Genset Rating (kW): 200.0 Line Voltage: 480
Fuel: Diesel Generator Arrangement: 2351200 Genset Rating (kVA): 250.0 Phase Voltage:-277
Frequency: 60 Excitation Type: AREP Pwr. Factor: 0.8 Rated Current: 300.7
Duty: STANDBY Connection: SERIES STAR Application: EPG Status: Current
General Information
GENERATOR INFORMATION (DM7900)
1.Motor Starting
Motor starting curves are obtained in accordance with IEC60034, and
are displayed at 0.6 power factor.
2.Voltage Dip
Prediction of the generator synchronous voltage dip can be made by
consulting the plot for the voltage dip value that corresponds to the
desired motor starting kVA value.
3.Definitions
A)Generator Keys
Frame: abbreviation of generator frame size
Freq: frequency in hertz.
PP /SB: prime /standby duty respectively
Volts: line - line terminal voltage
kW: rating in electrical kilo watts
Model: engine sales model
B)Generator Temperature Rise
The indicated temperature rises are the IEC /NEMA limits for standby or
prime power applications. The quoted rise figures are maximum limits
only and are not necessarily indicative of the actual temperature rise
of a given machine winding.
C)Centre of Gravity
The specified centre of gravity is for the generator only. For single
bearing, and two bearing close coupled generators, the center of gra
vity is measured from the generator /engine flywheel- housing interface
and from the centreline of the rotor Shaft.
For two bearing, standalone generators, the center of gravity is
measured from the end of the rotor shaft and from the centerline of t
he rotor
shaft.
D)Generator Current Decrement Curves
The generator current decrement curve indicates the generator armature
current arising from a symmetrical three -phase fault at the generator
terminals. Generators equipped with AREP or PMG excitation systems
will sustain 300% of rated armature current for 10 seconds.
E)Generator Efficiency Curves
The efficiency curve is displayed for the generator only under the
given conditions of rating, voltage, frequency and power factor. This
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Version: 40059 /40001 /40144 /2476
is not the overall generating set efficiency curve.
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Current Date: Wednesday, August 01, 2012 3:00:07 PM
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