Document wKXEgmza5wm6QRnJaGXq6NXE4

Chevron BB 013969 t! ao! *f a;ti: "W a SECTION VI - APPENDIX SPECIFICATION DRAWINGS GT-E-4546 GT-29/48 GT-^O Basio Design Data Overall Plant Layout Process Plant Plot Plan Chevron BB 013970 J "' -* tr-r-f -yfo SECTION FA **!* AL DATA FA-1 COST AND OTILITY DATA (Note: Costs do aot include distribution) 1.1 Steam 1.11 Steam available in main headers at plot limit '"I ?Tii -1 -i Pressure pslg Temperature F Source .revisions. A7 -V" ..'SCAU DATE. *-. - \ 1 * . y - % ' .^4 dept'.'.< S^'oPfi'G.' DEPT. -TV 1.111 1.112 535 JML Sat, to 525 J51Q_ E.sllarg Boilern <t> 1.113 1.114 .JJL A2- MSL 2ML .Exhaust Exhaunt 1.12 Incremental cost of steam Supply Return Generating Cost (total) $/lOOO **. .i X "I a il 1.121 585 psi^_525^S=in..jBn Hg 1.122 585 psig 52g1*? llo psig 1.123 JdQ psig_5.F2-ittpac4g Hg (Condensate ' ---------------------tii-__ Plly ,.<?r not alp r-,, returning*) _*5L \* i- ,4 .1 1.124 _11Q psiguM4.*F_15_ psife -iIL Sflmgfc. 2-in. Hg_ Mxadt 15 paig. >20. .*21. <5> 1.127 JJLQ psig 40 psig- -*2Q:- "" J' 1.128 40 psig'286 F) 2*in. Hg .21 /'V. * For value of condensate returned,' see 1.326-1.327.7-.' ':-*?05 %5 ** Include! investment amortization . > (l) Temperature varies from Sat. to 525 ,F. Si 1.2 ` Electric Power (See Section FP, Sheets 11 and. 13) 1.21 Power available for design Supply Voltage Source 9m 1.211 1.212 1.213 1.214. _ 440 -110. .OSaLJar. 1.22 Cost of Ptower Utility. Co. .-t.V',* ii'| Utility CCoo.. fjgggjjj Utility. Cgt .Hhcondns ^rri.be;T.7^ %mw 1.221 Cost of^Company-generated Power **' 1.222 Cost. of. Purchased Power.- _Lpsr^tof mr * . .. y. . "v,<- r**:--Vf ">t ----rr' 1.2221 ^Demand Charge '. _<1 fiO per, Vgo':X&x^^. * ,l,22S2.^Jpe^gy Charge'. . V .. i l*0045 par /* &**.*'A*' *t/ - ' . . . - r- -*v .- * ; " ..'W. TInnfctltliiHnfteft ^AInnvveftsfl'tfemmeftTnrht na.mmftTo^rht`1iRzaAttiionn , '-- J 7 ^?V^t?'*- ' ,r' 4 ; '* >> r 'C'5;*1 . . fy `.''t*. x. - '*i'.*r^rt3ftyi .T**." 4>'* *; .trjxr- Tk,. ' S rV . > -4r^X \a*-> - 8^?&> '; .IX Chevron BB .* A : SBCTTOW FA' ' (SSKEBAL- Biffl (Cont 'd) - '-m . ; FA-1' COST AND OTILITT DATA~7Cont f d)` l; ;-:.'. ` ' ' V-. 1.2 . Electric Bower (Cont`d);; . ;..4 ,, ...-. 1.23 ^'Standty'Power- 1.231 -Standby Power Eequixed ' 1.232 . . - 7 ;;\ . Yes. 1.3 Water. ; .. " .' - X" i : -\ * * j V 7V.* ' . ;.* ' ' --Where Fla Piri,- Motor Operated Valves , .\J 1-31 Cooling Water Design . Design- . .- Mar. , Velocity in Tubes , Cold ' Supply Press - Cold Water.. Mar Min Water .* at Plot Source Temp. *F Ft/Sec Ft/Sec Temp *F > Limit Grade 1.311 - T<M0r 90 UsL _SQ_ -Is 1.312 _____- 2s 1.313 .Demand .Cost. .$25 QO ..pir-- gpm 1.3lt Operating cost.(total) ** le.O0C0 per-aMn-pir yr ' 1.315 . Costjsf purchased water. . . 1.51$ Cooling water return, pressure at Plofliaiit ; tS'psie''-, / . *%Includea.^uc^- and .faa newer and make' up/vatw- C' ; u. -* ... 72^.'. 7 -1 w ' = 4**1.."* ' .?-v: -.'y Chevron BB 013973 P'S W*i.?CHT , AT^rrr^*?y '^:'T7' ' V1*- * >- T^*.i `J-!* V *5-? *;.? *::. v. ;.4 . *>>.'*" v-~xiv..y .? ..- - ... --*; : /..; *\ -. '*.' - VV - . 1 .' ` ,' .*: .. v f S . v.s^. V3`- ~ ' * * > *-T ' ` - '>, `' ' ' VV - y'' "'-SECTION FA - GEHESAL DATA (Cont'd) FA-1 COST ATO ~DTILinr DATA (Cont'd) """ 'l.^ Fuels -(Cont'd) v,,V; 1.42 Xiquid Fuels: For analysis, see: . ' ., - V "O .- v.,- .<*. ,<.r%'-;.: .. :. Vf fv ;' ';- `SAvailable . .., ` Absolute Minimum ; . y^at Plant low Heat Viscosity lea Temp , " .' s ^-limits ing Value : Stokes Flue Gases Cost Type *7 psia BTU/lb. 100 *F 212 *F . *F $/bbl. 1.421 Bunker .100... 100 17,600 1.422 ------ -------___------------------------ 1.423 -------- --~--_i-_----------- ^ 1.424 ------- -------------- i--------------------- 12*0.0. 1.5 Compressed Air ' - V? ; 2tFHT5>4'V. ?'>-vt: DATC - \ .*.*, 1.51 Compressed-air available? Yes. _ No. " I.52 Air characteristics . Erg-gears. Mai,,,PeY Point " ' .'x 1.521 Instrument ' 42_______p__s_i_g___4 atmoa. and 2<fF<S /V 1^2Z Service ~ . . <(-01.523 Process :_______ 112_P__SiR .go.. - P8iR ' , *F v - *F "' - . 1.53 1.524 ' t , Is emergency airsupply required? psig Yes . ,\ - ' -r-*9- ' *IC ;C ' "* ' y'-'i:. Oily- water- disposal. ; -..................................... Is additional capacityy ^required? YL^ Yes . Xr*:v T1fo .... 1.62 ' Costs.; , ..y $, J-!-. ** Includes investment .amortisation . .- .`V J, : ` ' "1 ` - .v > - '^v: *: * Chevron RR /* ; ' V-0 r* I FA-2 Sijj ACTION FA - GENERAL DATA (Coat'd) PAYOUT PERIOD 2.1 Process Equipment^ '2.11 Before Taxes 2.12' After Taxes 2.2 Utility Equipment^ 2.21 Before Taxes 2.22 After Taxes FA-3 DESIGN LIFE u <2> 20 Years for Columns 12 Years for Drums 10 Years Furnaoe Tybes CM yrs, yrs. yrs. yrs. FA- 4 GENERAL SITE DATA .4,1 Nature of terrain . Flat 4.2 Soil Characteristics .Sandy, well drained WWW MWiMiWi V**\ftEVJStOHS sto'.-V'-' - 4.21 Ease of Excayation-Not difficult . 4.22 . Corrosivity -.;Low- .' .. . -j . > 4.221. Recom^pded. treatment, burled lines P-la wrap* P<*SBE y .v ^ 4*222';Recommended- treatment, buried galvahiiod oondultV bare 4.2B Presence `of Borers, Termites, etc.- No .v.. . 4.24 Ground Water-Level. (Refer to Datum Shown'on__________ Va fM v0*TM r *70 ft- below surfae*. ;4.3 Tidal Data (Refer to Datum shown on ' ' ' _______ )' 'r i|3iE >;. 4.31- Maximum High Tide yVY" ' 4.32 V-Normal. High Tide';--.,' ... > A^'-V lVo>" 4.33 Normal-Low TideVv- 4.34 Minimum Low Sde .-r V**'^ - "' " V- : ->7 : a-- > > FA-UME_T_E__O__R_O__L_O__G__IC__A_L__B__A_T_A_ . . - ..... .. . . s' 7-,--- .ft,;V-, ...V \ . .'A .* . ,v a. Vf .',v " . k, .77 Tu'>-(.+lnn*. - 4Unf rrtHnfir -f'Tfim' Anr-h ntniArant' nnarteriw Chevron BB SECTION FA - GENERAL BATA (Cont'cL) IH t FA-5 METEOROLOGICAL DATA (Cont'd) *4 H c to a 02 0-P2 JS CO W *0 SutU>1 > su . >* a cu ^ * o TT-a>? 5*2 Air Temperatures _ Dry Bulb 5.21 Annual Mean Daily Maximum 76*4 F 5.22 Annual Mean Daily Minimum --,51.-0-^ 5.23 Annual Mean Temperature fa.B F 5-24 Maximum Recorded lQfi____ F 5.25 Minimum Recorded .. . -5 . F 5.26 Humber of days in last ten years - 880 with maximum temperature in excess of 90 F 5.27 Humber of days in last ten years - 440 with minimum temperature below 32 eF Wet Bulb' 02.3 F - 45 . F 48.7 F __ 13____F 29.3 (-QcyjBuib) (.Dry Bulb) 5.3 Relative Humidity^ 5-31 5.32 5.33 Annual Average - Eased 1:30 AM, 7:30 AM 7:30 PM Data Mean of daily maximum, month of Aueust. 7:30 AM Mean of daily minimum, month of May.*--?i.3D PM 383 6is44i 5.4 Precipitation 5*4l Rainfall' ' 4REY1 SIMS' \.-''-hU scale ..^Vv DATE ** DR.i_l___ _ , yoj'!.^i;.r__ i,,. ;T^6B.'.lTM.;., *-, . .,-,:; EN8. DEPT;' 5.411 Average Annual JxL in. 5.412 Maximum Recorded Annual - (1884) in. 5-413 Minimum Recorded Annual _ (1891) 2.22 in. 5.414' Annual Average. Humber of Rainy Days . : 5Q -daya/yr* 5.415 Rainy Season from__ Juno -to Danmah*** - * ' .5.416 Maximum Intensity, single storm 6.50 in. in--2___hrs. 5.417 Humber of days in last 10 years (7-9-81) . (Not avail .-JTeath. Bur^ with rainfall in excess of in.--___________ - ' . " 5.42 Snowfall " 5.421 Annual Average ' 5.422 ..Maximum Recorded Depth. - Nov* 1906 ' 5.423 Snow on-ground, , . from Nov* . , ~ intermittent 5.5 . Earthquake `Sea' Section FM 3.22 __ 2*30 in. ___JLiSL in., to April ' '5 ..A ;\)OPR'Qi DEPT. - f 'V- 'i'Jf. - v* v ..APPROVED 5.6-,. Other Meteorological Data: i" " . ' '5.61" Depth of Frostline (Hot. available-leather Riirw j 12. ~ . .V Q5.62 Average 25. days of. thunderstorms per year = all bet. Apr.& Oct, & 5.63 5*64 Saulterms must,be considered,. Average Barometric Pressure : (At Plant Grade, 3740 ft above mean sea level) 12*85 pala ,>*i\j , * ' * ' 3/' ;t/' -'** " BASIC MGIHEEHIHG,:DiaH -DATA SHEET. t.. / ;' l.-rV0f^BL3PASO! v'' /r . v 'Si'5*?" f$K>; ': `g'ZfrQ r,A> ffiS-r'ijt-FZ-r. jjfrlfrtWX . Jv'-iSiS *.** f.* GSm>805 tt j; l";A<,-:rgTrf"rffa -'-j Chevron BB 013976 -Vl Vtr FC-1 SECTION FC - DESIGN DATA FOR COLUMNS AND VESSELS CODES 1.1 Unfired Pressure Vessels: 1.2 Steam Boilers APT.ASME EH ASMS I------ 1 . asms, m SECTION FD -.DESIGN DATA FOR TANKS AND DRUMS FD-1 CODES its i--i 1.1 LPG and lighter stocks API-ASME 1.2 All other stocks _=. API-ASME FD-2 CM <0 <3>C-l c K FD-3 MATERIALS TO BE STORED -.New Tanks Material VTP. at *F 5.8 RVP~(motor) 2.1 Cat. Cr. Paso. __8_RVP_(AV) 2.2 A1 kylatn.. 3.1___ ______ 2.3 Ate* . .Gaa( except Alky)___ Z RVP. 2.4 1-aoLn-Etrtane __ .. 2.5 Cr...,0afl-,Q11 __________ 2.6 C-(u-JJkrjL_Fresh Feed--________ 2.7 Th. Ckr. Feed LOCAL PREFERENCES. APPURTENANCES Flash Pt. F 150' _2QD_ 200 Viscosity siTH? VISIONS SCALE DATE 3.1 Gages Autom&tio 3.2 Emergency Relief Hatch, Vacuum Normally not required... 3.3 Emergency Relief Hatch, Pressure Dry type 3.4 Breather Valve Pallet type 3.5 3.6 M>]'D' R,.,,'r___ ,,,,, ____ 'EHGft.J--___,, ENC. dwt.: 'fVV-<v'. , J- FD-4, MAXIMUM TANK HEIGHT _. 4.1 Compacted Earth,Foundation 4.2 Pile Foundation 4.3 _ ' AL. ft. ft.'- .ft. SECTION FE - DESIGN DATA ON HEAT EXCHANGERS, ETC. / h. FE-1 ' DESrOT TEMPERATURES TO WHICH STOCKS WILL HE COOLED AT NEff PROCESS PLANT-v- "F?oroe>* dept." i .approved;- -- 1.1 --' Hexane' and Lighter. 1'.2, Gasoline .1..3 Kerosene ;1.4 j Gaa Oil - 1. 5V Diesel Oil Am. lT(W .*F *f ,m...:.*F ____ _*F :4.. 1.6' Fuel Oil-'___ 1.7 .Tar- -v -___ 1.8 -. Th.Ckr.Feed iso* 1.9' Ct*CkrFeed 200 :: ' Slop Fuel 100 r'. v ..* * * *'</;v-. *' ' -w.':. r/ . ' 1 s v r,`j ; ur-'v- ... ir f`^4 L, , <7-**> GS;-805 ..... Chfivrnn RR A si SECTION FE - IESIGN DATA ON HEAT EXCHANGEES. ETC. (Cont'd) EE-2 BEAT EXCHANGERS ^ 2.1 Codes 2.11 Unfired Pressure Vessels AFI-ASME fTi 2.12 Steam Boilers and Steam Generators Ttibe Sites Stocked,,for Maintenance J asme AS15E 1i fx ] " Material - 0,D,.. WG Standard Lensrths wt-- 14 (1ia 2.21 Steel In. 11 .120,.240 in. 2.22 Admiralty 16 _ 12U.240 in. to 2.23 Aluminum Bronze in. 2.24 Ciroro Nickel __3/4_in. ..16 120,240 in. +> c JZ 4Xto 2.3 Preferred Materials water side * CO J-. 2.31 Tube Sheets Steel . MB __Mnnal iCu-V sc-t w PS PS 2.32 Channels 2.33 Channel Covers 2.34 Floating Heads Steel SSL., Lead Lined Steel _ C.I Steel Cast Bronze Monel oEVISI0N3- 2.35 2.36 ________ ________ ________ _________ ________ ________ _______ ________ 2.4 Unusual conditions requiring Special Fouling Allowance Consideration: SCAtEDATE FE-3 COOLING TOWERS __ 3.1 , Maximum Water Outlet temperature 3.2 Design cold water temperature 3.3 Design wind velocity 3.4 Design vet bulb temperature JlSSl 80 _E _F _69______ y SECTION FJ JaSIfflLPm FOE INSTBPMXS FJ-1 INS' WSWWMVS BEQUISEB ' 1.1 Utility Meters _lfi No \1JX____' _ *<*?' 1,11, Live Steam ' X lbsAr 1.12; Exhaust Steam.. 1.13 7 Cooling' Water-~~ /':a.l4';.' Fresh Water .-.sb/ " 1.15 f Service Air " j- X . ' X' XF only' 7 r. ; , ' - : -x.. ,*. ' \ ` `:'r x -1 kJr: ` JL ` 7*7 t . r --ar ' ...-1.16 Fuel. Gas 1.17 " Fuel 0if--'i'; ' I.l8Electric;Pover"(Section FP-7j* . X X X - Wv'1 ti'J .*n? ' v^::n 'm- r. 'A :> -vy. /'-v i-:c and & 15X33 \ - mof/hr zal-totel ____lKbr_- '25 i*.* y i : /*,v- __ _ 3:*#.'*,.T-- r SWE.ET.'.. 7 ^ A '* * sfef:EP^9p('50iC!D-4l50)!" . V.\i VA*!: Chevron BB 013978 asfe 5s SECTIQS FJ - DESIGN DATA FOB INSTRUMENTS (Cont'd) Wri-.; iBaaiiii? ITS REQUIRED (Cont'd) 1.2 Process Meters _ JSUtft. 1.21 . Process Liquid 1.22 Process Gas 1.23 Caustic - 1.24 Acid - 1.25 bph cfh gal-total lba-total 1.3 Pyrometer Wells ~ Drawing No. 1.31 1.32 1.33 1.34 Utility lines (except salt water) psig Salt water -lines to 300 psig Process lines 400-800 psig Process lines to 1350 psig, 150P <?.C-7,8g53 GC-8902S GC-78660 GC-I3960 T I > pS . tw a aREVISIONS SCALE DATE 1.4^Recorder Clocks ' Electrical , Mechanical <> Chart time range - 24 hr 7 day -- 24 hr U*7. /!\ 1.4l In control house _ __ ______ % \-y 1.42 In yard ______ ______ X SyNotej All mechanical clocks shall be 1-day wind 1.5 Lubricator Isolating Valves Yes No I.51 On motor valves handling material physiologically injurious to per sonnel on contact . 1.52'. On motor valves handling fluids : above 400P __ ,1.53 On motor valves requiring a rating above 150 --psig FJ-2 INSTBOMSNT AIB (See PA 1.5) '<vbn. CK^...--------J ,. .; ENGR.^il___ ',1*-. .r*-; ,! OPR' S,-'DEPT, . .-r 2.1 Pressure required' _4Q_ psig 2.2 Special instrument; air equipment required (filter,-drier, . ' -- ' etc.) . \A vr; ' ,, 2.21. Drier ...Off Plot 2.22 ; Filter Off Plot 2.23' -== r2.24 ' ' ' ' ' cooler, *... . - - . SECTION 35 - DESIGN DATA TOR PIPING PL-1: ' PETERED BASIS FOR DESIGN (CODES. INSTRUCTIONS. ETC )" i^.AfMOVED* 1.1; Within Process; Areas.j - . ^/ASA. Piping Code, GT-2848 v,f?/?r ^ ;* * - ' *%:.*& p?rrf '?i . .-rs-?. -.vV A'-SSL* T -V-, SSgte^- BASIC ENGINEERING B^IOT DATA" SHEET ' -a- -*?r3m -GE-5Q5 6-4. M :S% Chevron BB 013979 0& \ Zy .V SSCTfOK FL - DESIQB DATA FOB PIPING (Cont'd) k U P-2 . PIPE SCT.EHTTOff & ft f*>-*. 4*r.O- /vi Cy/< ;V ' * /'Ttz-i- .a ,i Sil Fully deoxidised Bessemer steel pipe may be used for: 2-in. and larger`lines* all jerrioes to 800 F. Wherecold forming and bendfug is/'required, uS# :ASHf A5S, A106* API 5L Or. A. 2.2 Lapweided steel pipe may'be used for: 2-in. and larger lines'for services to 250 psi and 450 F outside of process plants. i*' .if ' . ' v* r , '.V ' tHo y; in l s t<3 CvJ S a* ' * '4 w in ::5' ';.-AVp ` COi' ir?i ;S . *wH, c Hg Z5 1 ' . m P ^CO <H4-1 PS !lZ <& FL-3 FM.1 . , 2.3 . Electric resistance welded steel pipe may be used for: large lines up to 85p F metal temperature. 2.4 Seamless steel pipe must be used for: all refinery piping, subject to above exceptions,but must not be used above 700F. 2*6 Transit* for "OffJPlot" fresh oooling water lines* steel "On Plot". SPECIAL CONSIDERATIONS 3-1 Following lines cannot be steamed out: SECTIPS' FM - DESIGH DATA ON STRUCTURES AND BUILDINGS CODES ZT 1.1 BuildingB - 1949 Edition, Uniform Building Code, PCEOC ssssssssi VISIONS /v = 1,2 Steel Structures -JISC Spec, for the Design, Fabrication, and .. . : Ereotion of Structural Steel for Buildings. Latest Edition. 1.3' Concrete Structures - AC1 Building Code (ACI 318-41, 1948 printing v .and .including, changes covered by ACI 318-47). . . CALE -*Z i A' /.Tinker- Structures^ 1947 National Design' Specification for StressI' - Grade Lumber by NLMA. FM-2 FOUNDATIONS (See Section FQ) -Z FH.3 ` STRUCTURAL LOADS . 71 / ; Vertical live loads . _ _ ..... r i_ .. ZZiT-;. r3ll. Boofa -,on horizontal projection (including snovl 20 .12', Jlatforas, walks,1 stairs-v......... . . ^ ;' Chevron BB SECTION FM - DESIGN DATA ON STRUCTURES AMD BUILDINGS (Cont'd) FM3 STRUCTURAL LOADS (Cont'd) 3.2 Lateral live loads (Cont'd) 3.21 Wind (Cont') 3.214 For stacks multiply above by 3.22 Earthquake -- -1.00 3.221 Earthquake zone of site 3.222 Earthquake force factor 3.2221 Rigid Structures 3.2222 Flexible Structures -g-.P. K* -SaPS. g,f 5 tti .w V0ct*, O) *3 ae <3 , o PS 3.3 Stability Requirements Minimum-Factor of Stability - Stabilizing Moment Overturning Moment 3.31 Condition A. Test I<oads 3.32 Condition B._ Earthquake at operating . v. ... conditions - / 3.33 Condition C^ Wind on empty structure 2.0 :0 r- FK-4:'- FOR CONSTRUCTION * V~EV1 SIGNS./' r'vs&.'.M. i i-'r 4.1 Permanent Buildings, ... ( 'i.vs/:-:-'(Concrete bloek,- transit* with steel Control and Pump Houses - (freming, or gal-ranlied iron with-'e v" ~ ''' steel- framing. 7;> 4".3 Warehouses and ShqpB _( ".`.-..''.ir .. ''A'DB. - t r P: '"'"K'.-v*- / -g' - . , (Structural steel, walking ' 5-4 Elevated walks, ladders, platforms - (surface either checkered steelt**. r- flat.steel plate with grip material applied* The selected material shall be ua d : i", -V 4.5 Ef^lSg^OT^^Cir-^rai?Sf4i!dsf&^8fi^rSW5P* i 1 -reinforced concrete. . _ pr'Sf%' : Lov' walks, - Structural steel with walking surface of checkered'plate' H* .*A:" - `yl . .expanded metal/ pitflat plate, with grip material applied* The HEATING' EESIGff BASIS **rB2'i:ed shall be used consistently .throogh- wV , ""/tv \\.. "S-otrg^for all low, walks; 1 \ ii' ~j ' -'.l f" 5C : - - F. outside 1- fV: , && -'J: "',.4 'Vi ' '"5-- .. - , / ' -f ;-(|%`qg iji*-" ; 70 F; Inside r,~ ' `Sfe, -f' $i^ymm :'-r '> 1; I.!-/! National Electrical `Code, Latest Edition ... . ^ iS 9wrjM>ad;Liap^Construotion, .State of. California^'\i .'\':.T^'%^;%'^?,PublfeHtilities,Co!a^sVion'./'v ' -.-r ..." <- - '' -'J . . : Xi&mi'.'SLSafety Code . . f;;v ::/l MGINEEBmJ DESIQI DATA. SHEET -iv-' .t.-QErSOSHAdife;.. , bisig.'al. Chevron BB 013981 `5 .; SECTION FF_1 DESIGN DATA FOB POWER AND LIGHTING (Cont'd) EP-2 POWER SDPPLY "7 2.1 Generation . Voltage Phase -Cycle iV/, 2.2 : Transmission 158 lev > - 2.3' Distribution __ iaa-z -SSL so 2.h Lighting 120/240 -SO 2.5 Lighting 120/208 SO U5 FP-3 SWITCHGEAB (Service and Distribution) . Service Type /Enclosure Interrupting Capacity 3.1 15.8 kv Power Fuses WP or open pole tep 10,.000 A r-.'- Air . ^P. WP, or Main Hr. -50,000 St 75.000 A 3.2 480 Circuit Br. NEMA 1 Branoh Cir.. R.rl lfiOOQ nV Hd 3.3 C ':'-5 3 A. . Air = XP. WP, or *5,000, 10,000, [25000 A 12Q/24Q Clrauit, ,r. Wl l 15.000, or 25.000 A 120/208 . SAME AS 5,5 Based on standard NEMA ratings 15; FP-h TRANSFORMERS Service Type High Voltage ,, . .^*1 Di stributlon . ,QXSC., - ____ -13-fl w | nevisiouR / '< '1 5 <; >.2 fcy '&?;. :.- '; ^_ Lighting . Dry or Oil 480 |^frr: 1: Taps Lov Voltage A-rZ. 1/2$ ____ 4ARO -5? below 120/208 3 phasfe volt 1gp/gan l phass Hi;-. ' .... ' 4.4 "' ________ \t- "W * 5 5, ; V.5 ' *: ' Sir ' ' * " r4^23U I' ' * :5$ t-J, PP-r MOTORS'V;: \; "*\"V ' ~ ./!r?v--'`.5*1 l~l/^ HP.'and'larger'_ ___ 440 SiSf V; 'V'P > .r C$R*SwJHST' r-e-- ~tro . - JLghafft <v ffwi| & subject to seve/e washdown aonditions^ ; -^ $ -JSke'-tQ' *`7. Chevron BB 013982 *V5Q"`^v.: ' ' .SECTION FP - DESICT DATA FOB POWER AND LIGHTING (Cont'd) FP-6 SPECIAL CONSIDERATIONS. ELECTRICAL HAZARDS. ETC. (Cont'd) (sheets). FT-7 METERING' REQUIRED Remarks 7-1 . 15.8 kr feeders Metered on Inoomlng supply it-o4 7.2 . feaders (30-min* demand period) -8 to P* 4S ' to1 7-3 . 7.4 - feeders feeders' fc 09 Vi .t-K ,yvr , Me CO FT-8 , -;'Jp3 CO -* i'Ac .3 a ELECTRICAL MATERIAL CLASSIFIED 8.1 Starting Equipment Hazardous Class 1 Group D Div. 1 WWW '"* 8.11 2^00 V(?ttll'.Voltaga None - 8.12'i 1*0 T(S^.*tl0" mit 7 yzf-TptviitoHx- >7V w,, .w,--,..,, ,, T ftllToitig.- -BULL Magnetic er Infreq.uen.tly Hazardous ' Class 1 Group D ,.PlT.j. 2 1 Non-.' Hazardous" None M.I. NEMA 7 Jtaflg. NEMA 1.3,' or $?**-&> OAT 'te&YiHfrgL 4'.. Refer to plant. Spec. Section 7-P-3.0 '8,2'.Motors-..: b ......r ' :W. \-\'"'''' "r-':? ' > -. . :*&'. - - - ' ' Indoor-Open (DP'); Indoor-Open'(pPi "fi:' 8j.2r 440:r 3 ph Sq. Cage I? Outdoor-dP*` ^utdoar^H*. 8.22 110 or 220 v 1 ph. XP - XP - : Pitta S*23-;:' =: ; ..... V `/a:?1:' &;'/'** **{*' if . motors are subjeot to severe washdown condition*,' ,. i.VlH."8^3" il^trting Fixtures yU . ;.'-V-` .:J ; ...TP-- VP -'-'-openweatherproof Outlets'-/ '-.-.Appleton omreniencayg^ : --, CPSI Appleton ' CPSI ''.'^Appieton'i' CP8T -' '* ' . ` V' i_*." t Va..1 . ^? " '^a.S230ifc4&,r 'y ' cmdulrti -CfirittW, `M, Chevron BB 01.IQ a-a SECTION FP - DESIGN DATA FOR POWER AND LIGHTING (Cont'd) FP.q WIRING 9.1 13.8 K7 Tvne of Conduit Tyne of Wire Wire' 7bitacte Above Ground' Rig. Stl. Galv. Belov Ground ditto or fiber Overhead Poles 7CB . 7CL' Bare is"krV'V..1 fi kV - 9.2 480 -"v 8 io 8 03 04 ' P H B P X<0 m . "u .<H K usa> a o . J30. l* 4 Above Ground Below Ground Overhead Poles 9.3 120/240 7 Above Ground Below Ground Overhead Poles 9.1* 120/208 v7 9.1*1 Above Ground 9.1*2 Below Ground 9.1*3 Overhead Poles Rip:. Stl. Galv. TW,Rf or RH ditto or fiber , xL , ituL or ^ TP'rp1' _ GOO 7' 600 7 .. Rig. Stl. Galv. ditto or fiber -- SAME AS 9.3 OT.R. or RH IW.RL. W T?m. TOTP 600 7 600 7' ' if' 'f -V rp-io pole line material y '*'! * ... . .:!;,io,i y- 15.8 _X7 Poles Insulators CLaaa III . QB 31625 gr,.g,q y.i'Z'.-yiATt ^... . 1 * : `j1, 'vlS'r,C t-V^ '.^'X7 !yr/r./v- 1 teens'; 10.2 " 480 J * Class III O.Bi 12848 or ea. " R-l/frr4V/g' . or 17 , *?- 10.3 120/240 7 ditto O.B. 29207 or eg. ditto :/ > :. Douglas Fir or Southern Pine ` ',?i)y ;:.v->SECTION EQ -.JDBSIGN DATA FOB FOUNDATIOo--NnSs, .. ,* ,, r. 3&1- CODES-- (See'Section FM-l)^ FQ.-2 'TEST BOEINGS. TEST PILES. ETC. . Hone *" , . * ' / `*`r" ,. *' ' V*. *.vy.. i '**' '*'* - For. re suits' of testa ' seat Chevron BB 013984 )? -r I* SECTION FQ - DESIGN DATA FOR FOUNDATIONS (Cont'd) FQ-3 MAXIMUM ALLOWABLE SOIL BEARING PRESSURES, SPREAD FOOTINGS (Cont'd) Location Width of Footing at 5 1 depth -5' or less__ 51 - 101 101 - 201 *Tanks 3.2 4000 psf 4000 paf JLQ&Lpaf 4QQQ_psf 3-3 ' psf-_^ ______ psf psf psf *Note: FoxHimiting height of tanks, see Sec. FD-4, FQ-4 REQUIRED LENGTHS OF WOOD PILES - Not Required Location tons Working Load tons. tons tons ftr . ft. ft. ft. t ft. ft. ft. ft. ' 3" .* V \ . ft= _ ft. ft. 'ft. : f*. forking uplift of above piling will be _____ $ of the permanent 'rfsLj '...bearing capacity; but designed uplift shall not exceedtons. <,,,* sf**-. . FILS TREATMENT (See Section FA if.23) - Not Required i a-* >**/**>>.', ;rt ~ ' . *. ,'' HINIMDM DEPTH OF FOUNDATIONS }* J* ' 6^-1Vi'Ciundations . shall extend at least. )........ 1 below grade txacseaonenic.. 36:eobataaeee.' ^ 1*0 for minor footings* --- Jr*--:.- V ' -:-dlS" ... . - , . .. SECTION FS V -BBSICST DATA FOR MISCELLANEOUS SERVICES.' .. S ---------------:------------------. : . .,. yS^ -.^YDROSTATIC- TESTING ' / ` - ' ' ' ' *< r^Ij'iiiyi-i'HydTO'stotic testing_^all be done in accordance with:' gpigl" A';<V ><.'.*''&j.**';.%..'*v`.- . a.. ' .-f\ ' jnssfe `t FS^a-r. Jim- PROTECTION . * , . " ' . . ' I'^^^S.^fJoseJItoeads,. required;- 2-1/2 in. Nat. Std., 1-1/2 in. ipf ' 'Z-'-zsfc-f&sirX-.ftii'WiS/'.>'' ' 1 ,fipe .&3r4rmte required: GB-99621.-0, Type, B, :r . `if*C` in tank fields*. ' None ^t<^^^^^^idvfpg'statiois*- GC:S99643-l - . ,k,'. /-i j .*)> .-4 j IfcT. ENGI2#aOTG/lisI3r`'bAT^: SHEET ... 8Hr-.-'fer -jX? Chevron BB 013985 W--*:. ' it-.;- , *i't ^rr SECTION FS - DESIGN DATA FOB MISCELLANEOUS SERVICES (Cont'd) ''in~ . . , . A Y* .-V , *: v ,, . . -gg^ - .;: - . , '' ; :S ;JTi :<?*" i,,;4;<t-#?' , / '''<:*' V-H ;'! ~i' \- v: .: Hoad^,; "jLap^taltlo Concrete $*'>'*-' *-'''f?3-"..V't,i's V-* -y . Asphaltic Concrete V.. CT * - V:3,-3v' Tard Areas y- Asphaltic concrete or oancrets in acid or caustic areas ! .''' Process area - oonorete in vicinitv of prooeas equipment .and in main-* FB-4 . DRAIHAC3 AND SZWEB SYSTEM. tenance areas only,, .'^V; .4.1 - 4.2 Storm' draine Bhall 'be designed for a rainfall intensity-duration curve of______ La5 in./hr. (This intensity may be expected onoe in 10 years.) Sanitary sever facilities: .; <g^. 4.21, Method-'of 'disposal- ecoommbbdined with oily water sewer, " \ ' 4.22, Capacity - 2700 gal/day b 2 gpm "- 4)3 Oily water disposal system (See Sec. FA 1-6) ft-. -A* 4..31 Metfcdd of- disposal - V.C. pipe to existing separator^ "Ar -- 44 o* <i ."T,r.. ,. (existing) ' ::'0%^S$i:..-Coiaiat and instructions 1 -f. /i'KS M N**.- _ m t'J-'lJ-Wfli 65<f* A.- California Adminiitrktive^tfbtie. title'VIII of. Safety Rules '- -r\ , .'teatferature .-of lines which are accessible Hsjftj'mufffc 'be'-inaulated for protection of peranmiftV >'5 : -V>.'V,x 150 " *y 'Y-Y M c . -* a.--, .. > v* t > . < v . W- v ... ,>'`.iI-* if., ySiV V'%- /' V - c'iV--' ' l ' T-. ' >' .. S. . *'-------- 't - .*-1 ..... ,( -N? ' '*. > \ * ! ./ /sV- ' t a>, m {'<.... < .1=, . -j*-: ; * 1 'S^kT. v'VVt'f s g.. v.-v^=$'- v-^.. - '_-T 1 ;r; ., ;c" i '. ;; _ ' - ?\ -V-' X5,4:j|:s^|SfsW "* 'T*>' * ' ` Y r* -t4 ' -t. 'v-V*Vj^v %s* '0. 41 ^ .'P. .:^iv*i5fvg4Sm,-yAfiO. RBFJHESX-. KXPAKSIQR^ V? 'W- : -<..> . vg-T. '4'?' ' f. CE--30S6-4 f:;vV-;-gOdQifO -8,;VV. , v- >' r-vV. ^ > -:.}+ iV V'f . Chevron BB ni.?Qnfi SECTION FA - GENERAL DATA T FA-1 COST AND OTILITT DATA (Note: Costs do not include distribution) 1.1 Steeun 1.11 Steam available in main headers at plot limit Pressure psig Temperature F Source 1.111 385 Sat. to 525 1.112 110 340 1.113 .15 250 1.114 30 _____ 274 Boilers Boiler* Exhaust Exhaust REVISIONS o SCALE DATE 1.12 Incremental cost of steam Supply Beturn Generating Cost (total) _________ $/l000 ** 1.121 _!5 peig_52^F2-ia.ia Hg 1.122 365 psig_52IlF 11Q paig (Condenaate til-________________ oily or not A .10 returning) 1.123 JJLOpsig _5L*F 2ala.iBt4a: Hg tL 1.124 JIQ psig JbbL*F_Li_ psig ill. 1.125 15 psig 2-in* Hg_ -2P 1.126 -SB,5 psig_52fL^)xnadt 15 paig 21. 1.127 _11Q paig -S44. *F) xxaid 50 pslg_ lIO 1.128 .30 p- aig-. 274 F> 2-in. Hg .21 " ' For value 'of condensate returned, see 1,326-1.327 ** Includes investment amortization (l) Temperature varies from Sat. to 525 F.- 1.2 Electric Power' (See Section FP, Sheets 11 and 13) 1,21 Power available for design OR_______ ENSR.i&^j^. '. EN5. DEPT. t/te-ULl/Xi- 1.211 1.212 1.213 1.214 Supply Voltage 440'. 110 " Source Utility Co Servioej. 1.22 Cost of Power' . .. ' , . //-. OPR* S. DEPT.' APPROVED. U* : ' - ' * & " i,r-..i '*-- -e, . ;rs \" t' 1.221 Cost ofcjJompany-generated Power.** .. '1.222 Cost;of. Purchased Power. .per. fcv hr t ; C..... ~ 1,2221 demand Charge il^SO 'per Trim* (max.) .1.2222 -^iergy.Charge ; '- 1.0045' per lorhr " , ^ .'-fvh-y Incitesrinvestment amortization' ` -'r-d 'X '"X ':?v V ^'V'" ' * '"Jr*" .aj: ' ' ** K' '*<V . i3$&v..,=ftV '. crt. BASIC.ENGUJEEBIJJG EEgJOr BATA SHEET . -. X'< * V. ' ,,-'1'i.; , . . . - ; - . r i; <?7* - <. ~ S . .-' ,,... ' ' ~'y/L' nm v a (im -in - Chevron BB 013987 <v. . .-jaar^r/ \sys SBCTIOff FA - GEHEBAL 'data' (Cont'dj" v ** ')j FA-1' COST AMD UTILITT DATA (Cont'&V -:: 1.2.. Electric Power (Cont'd) ".r r -V/j.;V'.V 1.23 Standby Poirer;v._ 1 V ... . /. .. ': /f-:' '1.231' .Stanly. Power He^uired- Tee `. X.-.:. .7 1*232\. /-'.*V r.-*''v' 1,3- /.ftater . . . y. r< ,, * v,;. rjtis-i 'X: .J V ` /..> vlighting4'^ Where . Fla Fan*, : Motor Operated Valre* v'-l * ->>V3* '-*i .1 i 1,31 Cooling Water' ; ,\ W ' .. .nif XiX-' .y A ; '.'.Design-. Design; ; Vy*J|p; Mmc; Telocity in Tubes"Cold' Supply Press ' < : v^Cold Water Max ' '- u. Min:.. Water ; at Plot k. < Source Temp. "F . Ft/Sec,: ; Ft/Sec Temp F Limit Grade ' ' 5- ' V-.v' . l.311: 1.312- ' .. 1,313' ''--^ ^ ..80. :'y :. y::.'---''--' .- - -Zfi_ 1.3lV Operating cost, (total) $ 'per- in6 v.. ,1.315 Cost^of purchased 1QQ gallons : v-:: : - /vzstaK i i; ... .'V v > iajti "TikT m ^ a Mi 4 'a <* a4> 4 Jiaew A M .4 - - - a -- _. 1 4 V. Chevron BB 013988 ..................________,____!' 7* fAbfoltlif.V:'. ; " tv--".'Plinth liar Heat V Jiacoaity^ .Daa EejqpV. '>':*. -' ';--- '' "Mjajs. Valued- '' Stoked \ llxa Gaaes-r Colrt ;. '": .Trp/.V yalg BOT/lb, 100*7 212 V: , -' V^'^- Vbbiv- r.^2iBuakftrJlo2oa;.yfeopy lkJflg- 1.42a:____ 1.423.' ; -"V 1.424 -- 1,5; Compressed Air 33E " ' '^==_ ,., '.. . ' ;. t~ . --- 1.51 Compreaee&Air aveilablaT' Tas iili . Ho_ y 1.52 AAJki4r cWbMaMrWaVcWt<*t#td#8Wt.i*cv*ar ' 'v<'.:-; Ito` a, f-iax'aV.'` ' ~,,v vY* a' gw';?foixrt` - vy:" -*' >.* , 1,5-2--1yc -laiiw' tp"wbN 1 *522*-ISeXTlcp ;*;v:; 42^ p'g'ig:':*I ftf*aga.,.aad` 2**C" V' *-.. pels '. - V-./v . Chevron BB A*i onon v >***`V* ' , *' *" -< V.'Ssfc": i* Vv ; .-.*>,: ; .- , .'-f' f" i- " . ' ^ECTIOH FA-V. GEK5RA1 BATA (Coat'd) .' vr- ?A-2: PAYOUT PERIOP '2.1 -Process,Eqiuipne^ ... 1 t-T 2.11 Before.Taxesu-. 2>12 : After faxes V` 2.2 Utility Bguipn^fc,.' r. i* ,V . 2.21.. Before'. Sues, .Y 2.22 After Taxes FA-3 DSSICT LIB'B . ' 20 Teiurs;.: yra, yrs.V f'U Vi " -y? ^' ' . . '/-'V"'. . -'V" yrs;y .v- ,,.v ----------------.------------ - s-:, tv.. - VN-'s f. ' * ,/. '*" *' *i ` v r^1' ** ~ iiA'? '*'^ . "V T j'* r. iYcV-A* ?,;. ''Yu*' 4*V. f.'Y *, Y,-, ijT&Sii'r Chevron BB 013990 SECTION FA - GENERAL DATA (Coat'd) FA-5 METEOROLOGICAL DATA (Coat'd) 5.2 Air Temperatures Dry Bulb Wet Bulb 5.21 Annual Mean Daily Maximum --7.6^1 F * -,58.tg F 5.22 Annual Mean Daily Minimum __ 511&_*F ' __ F 5.23 Annual Mean Temperature ___ds.a. F 46.7 F 5-24 Maximum Recorded 1Q__ ; F 5.25 Minimum Recorded -5 F 5.26 Number of days in last ten years - 880 __ ______ F 29.3 F with maximum temperature in excess of- 1 --30--_F (Jto^ulb) 5-27 Number of days in last ten years - 440 with minimum temperature below _22___ F (.QryJfolb) 5.3 Relative Humidity -I 5.31 . 5.32 ' 5.33 Annual Average - Eased 1*30 AM, 7:SO AM 7ij|0 PU Data Mean of daily maximum, month of AHgHflix._7*30 AM . Mean of daily minimum, month of Moy*_Zi5D PM. 38 64 i 15* 5.4 Precipitation 5.41 Rainfall REVISIONS o SCALE DATE DR.__________ _ 5.411 Average Annual 8.9 in. 5.412 Maximum Recorded Annual - (1884) - 18.29 in. 5.413 Minimum Recorded Annual ,, (1891) 2.2* in. 5.414 Annual Average Number of Rainy Days __5Cl_days/yr. 5.415 Rainy'Season . from__ iln&fi____ to _Da&flmhar_ -; 5.416 Maximum Intensity, single storm 6.50 in. in 2 hra. : . 5.417 Number of days in last 10 years (7-9-81) (Not avail.iJTeath. Bur^with rainfall in excess of _in.________________________ 5.42 Snowfall '., 'ens. dept. owe; dept. APPROVED - 5.421 ' Annual Average;. 5.422 Maximum Recorded Depth - Nov. 1906r?. 5.423 Snow on ground, from Nov. intermittent 5-5 Earthquake See Section FM 3.22 !L4L in. to April 5.6 Other Meteorological Data: 7" 5 617'; Depth'of Frostline (Hot available-leather Burea^_JJ__ in. '' 5.62 Lightning muat be considered ,; 5.6S;V Sandstorms mustjbe considered ; .v tt; -. .-vfrT--`<-* c. . ft. r-Jt. 'irf5--' .* '.-i --c f J, 'f. 3TGT-B4546 ^ 44-<ot (iM.ta Chevron BB 013991 Chevron BB SECTION FE - DESIGN DATA ON HEAT EXCHANGERS. ETC. (Cont'd) FE-2 HEAT EXCHANGEES 2.1 Codes 2.11. Unfired Pressure Vessels API-ASMS 2.12 Steam Boilers and Steam Generators 1*I ASME |_J ASME fx~] 2.2 Tube Sites Stocked for Maintenance Material 2.21 2.22 2.23 2.24 Steel Admiralty Aluminum Bronze Cupro Nickel SaS*. w 1 in. .in. _2/i_in. BWG 14 11 . .1$ IS Standard Lengths 720.240 in. /zo.240 la. /^C>.240 in. 2.3 Preferred Materials water side REVISIONS O SCALE 2.31 2.32 2.33 2.34 2.35 2.36 Tube Sheets Channels __ Channel Covers Floating Heads Steel Sd^JLaosLidned Steel ___S.tLt- Steel Cast Bronze Monal Monel Cu^Ni 2,.4 Uhusual conditions jrequiring Special Fouling Allowance Consideration: FB-3 COQT.TKO TOWEfiS - DATE DR______________ CH._ ENGR___________ OE 3.1 Maximum Water Outlet temperature 3.2 Design cold water temperature 3.3 Design wind velocity 3.4 Design wet bulb temperature JLSS. -*F 80 _F 7 mph tje 69 H SECTION FJ 1 DESIGN DATA FOB V)SiiW;w}i3h'Plr S HEQUIEED 1.1 Utility Meters __ Yes ,2a OPR''G.arD. EPT. APPROVED 1.11 Live Steam 7_ 1.12 Exhaust Steam -1;ii 1.13- Salt Water --L*. .. <4 1.14 ; Fresh Water , '1.15 Service Air -' 'j I.l6 Fuel Gas IV/;; 1*17 i Fuel' Oil; .7 . . . 7 . 1.18 ' Electric' Power (Section FP-7) 'X \ .X X X1 X __ X___ r ____ x____ ' lbs Ar "- fal-ta^al larhj*-' -' ^ --.s -a . ' %. ,.4^1I#..*.- '&,,* . *rv.. fcf . ,Tj9W-' * v. V YVi 4 :- * ^shetx7.;SF-9o(50-CD-4-5O) ^ . .. V- . . .% * S'-Ssfep''" V: ; . .... GT-E4546;S7- ' * ' ` **' " '*' '4' `ii % Chevron BB 013993 SECTION FJ - DESIGN DATA FOB INSTRUMENTS (Cont'd) 32dL MEETS REQUIRED (Cont'd) 1.2 Process Meters ..Units 1.21 1.22 1.23 1.24 1.25 Process Liquid Process Gas Caustic Acid -C -' bph ofh gal-total gal-total 1.3 Pyrometer Wells Draving No. 1.31 Utility lines (except salt vater) psig .., O.P-t7S2 58- 1.32 Salt vater lines to 300 psig GC-69025 1.33 Process lines 400-800 psig - QC-7S660 1.34 Process lines to 1350 peig, 150F GC-13960 >\ 1.4 Recorder Clocks Electrical Mechanical 24 hr 7 day 24 hr 7 day 1.41 In control house 1.42 In yard | REVISIONS O SCALE 1.5 Lubricator Isolating Valves 1.51 On motor valves handling material physiologically injurious to per sonnel on contact 1.52- On motor valves handling fluids above 400*F __ 1.53 On motor valves requiring a rating, above 160 psig Yes No date FJ-2 INSTRUMENT AIR..(See FA I.5) >SiL~4 . 2.1;-1'-Pressure required CH. v 40 psig ' ENGR___________ !<. DEP 2,2 Special instrument air equipment required (filter, drier, cooler, .= etc.) - - 2.21 Drier 2.22 Filter' . ^ ' 2.23 2.24 ^r- ; - .'; . . OPR'6.` .i,-DEPT. ; _ : - ' - SECTION FL - DESIGN DATA FOR PIPING .' FL-l BASIS FOR PESICTt (COPES. INSTRUCTIONS. ETC.) APPROVED ^y 1.1' 'Within Process'Areas * itfgT-Deptr-SagV ia !:!'r * J ' ASA Piping Code, ' 1.2. Outside Process Areas*. Do, as applicable lr1g BASIC ENGINEERING DESIGN DATA SHEET , . BLiPASO' REFINERY EXPANSION' 3-f- , . ..... at - 0T-E4546 Chevron BB 013994 SECTION FL - DESIGN DATA FOE PIPING (Cont'd) FL-2 PIPE SELECTION 2.1 Fully deoxidised Bessemer steel pipe may be used for: 2-in. and larger lines, all aervioes to 800 F exoept where odd forming and bending is required. ASM ASS, A106j API SL Gr. B. 2.2 Lapwelded steel pipe may be used for: 2-in. and larger lines for services to 250 psi and 450 F outside of prooess plants. 2.3 Electric resistance valded steel pipe may be used for: large lines over 700 F metal temperature. Must hare speoial approval for use elsewhere. 2.4 Seamless steel pipe must be used for: all refinery piping, subject to above exceptions. FL-3 SPECIAL COESIDEBATIOHS 3.1 Following lines cannot be steamed out: SECTION FM - DESIGN DATA OH STRUCTURES AND BUILDINGS FM-1 CODES -- 1.1 Buildings - 1949 Edition, Uniform Building Code, PCBOC REVISIONS CJ SCALE DATE DR.________ .r- ` EN6R\j( EN. DEPT. ** FM-2 1.2 Steel Structures - AISC Spec, for the Design, Fabrication, and Erection of 3truotural Steel for Buildings. Latest Edition. 1.3 Concrete Structures - ACI Building Code (ACI 318-41, 1948 printing and including ^.changes covered by ACI 318-47). 1.4 Timber Structures -J947 National Design Specification for Stress Grade Lumber by NLMA. FOUNDATIONS (See Section FQ) FM.3 STRUCTURAL LOADS . 3.1 Vertical live loads_* * 3.11 Hoofs,- on horizontal projection (including snow).-- 20 : ' 3.12 Platforms, walks, stairs 3.13 Floors . . __ (oonoentrated V ; "*opr* sVi DEPT!. jQii' -L-iS:___ -i %- , . ** ` - *4. a*m Nr `j ~ ,;j%;,/jk;3.2:',Lateral,_live loadsV"'..^v\v .*** ** .psr r**~---* APPROVED /': J..- ` . -- * '? 'f -i .... ' y Wind,(SeoSec^FA-5.1) X- ' u-fp| . , ...... ,;v. -3.211Max,.wind velocity, for design' 3.212 f Pressure^ on vert, projection of. area vi. ::t "- ; below .60' ,r-' - ' V .3,213 Pressure^on vert 'projection'of1'area - above^1 '. -tr^ ":. f7a-W.*' 4I%& BACTC^MGIHmkraa, design vaxk SHEET . > y T.!&\y * s, /.'] .X? _ psf Chevron BB SECTION FM - DESIGN DATA Off STRICTURES AMP BUILDINGS (Cont'd) EM-3 STBUCTURAL LOADS (Cont'd) 3.2 Lateral live loads (Coat'd) 3.21 Wind (Contr) 3.214 For stacks multiply above by 3 .22 Earthquake. .1*00 3.221 Earthquake zone of site 3.222 Earthquake force factor 3.2221 Eigid Structures , 3.2222 Flexible Structures i 3.3 Stability Requirements Minimum Factor of Stability - -Q.-Q,$ S, -Q..-Q.5 Kf Stabilizing Moment Overturning Moment 3.31 3.32 3.33 Condition A. Condition B. Condition C. Teat Loads Earthquake at operating conditions Wind on empty structure FM-4 PREFERRED MATERIALS FOB CONSTRUCTION Jut. JLtEL REVISIONS ^4.1 Permanent Buildings ( O :.... , SCAtE ~ /v (Steel frame, transits sheathing in 4.2 Control and Pump Houses - (hazardous areas. Also consider wood frame , . : ..with tranaite or galvanized iron sheathing. 4Warehouses and Shops - ( ..v ,, ... . , ... -f.f'-y.- j v1 ^ , * \--i*T' - 'i*u*t'*. (structural \ w wi uw au4 na osvteeeeal,yp 'wwOahy.lJkki.nAiglt .;V.0ATC;. --.------M----,-:-`--,-;--'-4---.-4---- --E---le---v--a--t-e---d---w---a--l-k--s-., ladders, platform--s - }(s--urf"a--c--e----e-Ji^th-er c'hec'kered 6steel pats r flat steel plate with grip material applied. The selected material shall be us d ' 4.5 Ef^Jei^Kr8ffe8Srl8r-^iraJ?5^?dsfi^8fiHfrSjtfS0^ OR______ reinforoed concrete. ..4.6 Low walks.- Structural steel with walking surface of checkered plate, expanded metal,, or flat plate with grip material applied. The jFM-q RFATIffO T^sitgf BASIS or\ll^low^walka1* ^ Uadd n8*stestly thropgh- ; . 5*1 " ^0 ; p outside - `, ' l'. .'iwS'-Zi 70 -' SECTION FP -RESIGN DATA FOB POWEB AND LIGHTING . '' ,rr ' ,-fe jrj r-.y- '-y1r; F?y codes :::-f -fillip $ ARRROVEB- .r V_ ' k"> `*>. M-- 4^T^lilv^atiojM^Bietj4oar.5di' Latest EE dition, j rtrj: . . 1. Vv >---* jggfci.* for .Overhead Line Construction; State of California vrvw . -3~f PublicJJtilitiea Commission 'K '> A'.'t ?.'" . >. . .Jt > .V e *; vfe r fi*tr i ir' <ir^n * 'fBABIC EffCrlffSKRINQ, DESIGN DATA SHEET JO BEFISEferSIPAffSIOH ' .. . v '.'.if:' :'-`v rt?r-B4546^^ ` .IQ^CT-poC 50-CD-4-30)^ a= Chevron BB 013996 SECTION FP - DESIGN DATA FOR POWER AND LIGHTING (Cont'd) POWER SUPPLY 2.1 Generation * Voltage Phase Cycle 2.2 Transmission . 15*8 It* 5 60 2.3 Distribution --- 480 v ...... S .... fin 2.4 Lighting 2.5 120/240 ....... 1 ... 60 Service Type Enclosure Interrupting Capacity 1 3.1 15.8 kr Power Fuses WP 20fOOP A Air = XP, WP, or tfain Br. - 26000 A 3.2 480 Circuit Br. Branch Clr. Rr. . 16000 nr Air T3.3 120/240 Cir.anlt.Br* WP, or *5,000, 10,000, 125000 A 11______ 15^000, _og...2 5.000 A I REVISIONS o SCALE FP-4 3.4 Based on standard KEMA ratings TRANSFORMERS Service Snas. High Voltage 4.1 Dlatrlbutlon ' CISC . ____lUmB. ,,1ex... 4.2 Lighting Pry _____ iS0_ . 4.3' ' _____ _Ta9_ ,.4- 1/25$ Lov Voltage ____ *an l?.r>/2an . DATE Oft.. 4.4 __----- ---- ----------- 4.5 ------------- --------If tap* are standard equipment FP-5 M3T0S3 ,5ttw'T 5*1 1t1/2 BP and larger/ = 5.2 _____B?..to--HP 440 5 phase OWSj/bEPT. FP-6 5*3 * HP and smaller , * ..? -,V\ ft-. J-10.PJ.-2.M. .1 phase SPECIAL CONSIDERATIONS. ELECTRICAL HAZARDS. BTC. APPROVED ' 7;,.6.1^,,Por. locatibn .of. hazardous, hon-hazardoua^' and infrequently 7r- /?T'hazardoua7areas/ see"Dvg. Wo.' :7 ~ ` . ?^7`. -a*.. .... , \ ''6.2; Equipment which' SboTilA'. vapor tightor totally enclosed for .V/'7 7.^-'reasons other, than electrical hazards:.-''..- . * "" 6721-Motors (TEPO) where subject to sere re washdown conditions, ` .---r-,*; 6.22 . f" * Chevron BB 013997 SECTION FP - DESIGN DATA FOR POWER AND LIGHTING (Cont'd) FP-6 SPECIAL CONSIDERATION. ELECTRICAL HAZARDS, ETC. (Cont'd) 6.3 Special Lightning protection required: Refer to Spec. No, B889 6.4 Special motor insulation required: None FP-7 METERING REQUIRED 7.1 .....ir.S-.-g-tar. _ feeders: 7.2 feeders: Remarks -Metered on incoming supply (30-ein. demand period) J.3 feeders: 7.4 feeders: FP-8 ELECTRICAL MATERIAL CLASSIFIED 8.1 Starting Equipment Hazardous Class 1 Group D JBlaie. .1 Infrequently Hazardous Class 1 Group D NonHazardous { REVISIONS o SCALE DATE 8.2 8.3 8.11 23OV 8.ia .W.OT(;^f*tlra 8.13 120 V Pull Voltage _ mau. i -MlI -SoBfl- -Spne.. WOtl-T Wl.I,Var-4 -BSMi-1-- WMLI.S, nr 4. "It. Magnetic or---------------- 8.15'r, ' Manual ' ---------- Refer to Spec, No, E889 Motors . Indoor-Open (DP) Indoor-Open (DP 8.21 440 r 5 ph Sq.' Cage 8.22 110 or 220 t 1 ph , IP , , . OutdoareSP* . Outdoon-SBa-- -22----------- . * - ____ SL^_____, Ditto 8.23 1 Hse TEFC if motors ax^ subjeot to sever washdown conditions, Lighting Eixtures ^ . ; . `: .. . -cv-/,' ' 8-.31 Indoor. : 1 8.32 Outdoor- IP VP" open, ip VP weatherproof OW s.. DETT. ;v- 8.4 OutletsX;'- o 5 ,/ Appletoai,'-.'^; 1` ' 8.4l ' Convenience. ;yeiding^g^ii:,gtod so. a, finp y i Appleton -fiPSI,---- fiO.Af...fi,OQ,.V Appleton- CPST jSOJK^lfiQOJr '>. 8.5 \ Steel" Conduit-Ho^ dipped galvanised ' r ' i ' c< v ' -"-af ' 7 sSE / s , . '^6iccduit ' '-: 1.? > r. `: Chevron BB 013998 SECTION FP- DESIGN DATA FOR POWER AND LIGHTING (Coat'd) FP-3 WIRING 9.1 True of Conduit Type of Wire Wire Voltace 9.11 9.12 9.13 Above Ground Belov Ground Overhead Poles li*. Stl. Galv. ditto or fiber VCB VCL Bare _ IS S7 . 1S K7 9.2 480 . V 9.21 Above Ground 9.22 Belov Ground 9.23 Overhead Poles Rig. Stl. Galv. W,H, or RH ditto or fiber r*<. xli^kHL or J r TF^P "J 600 V 600 V 9.3 120/240 v 9.31 Above Ground 9.32 Belov Ground 9.33 Overhead Poles Rig. Stl. Galv. ditto or fiber ......................................... Tff.R,.or RH W.RL, or RBL TBNP. 600 V 600 V 9.^ "V | REVISIONS O SCALE OATE . *b OR. CH. j- ENSR 9.to Above Ground 9.to Belov Ground l 9.to Overhead Poles rP-10 POLE LUES MATERIAL 10.1 IS.8 XV PoleB Insulators l Crossarms 10.2 v 10.3 480 --I Class III ftB 12848 or w; 11 or IV . 120/240 7 ditto O.B. 29207 or eg. * Douglas Fir or Southern Pine 7- SECTION FQ - DESIGN DATA FOB FOUNDATIONS S-l/irA^'! h. ditto FQ-r CODES fSee Sectibn FM-l) FQ-2 TEST BOEINGS. TEST PILES. ETC. Hone For results of tests see: '.ft OPR'S!// 0OEPTiJ 2.1 . ' . *'*; >.\.x * < .* t- t rXX;- <? g^;2;.^^7T '1 V,,- --.i~* -i"' 't A^ROVEn . FQ-V? 'maXIMOM ALLOWABLE SOIL BEARING PRESSURES. SPREAD FOOTINGS ; ........ ., ' V . :0i&-' r . fionat^Lon: ' j "_ Width of' Footing at I.51 depth ' ,> *1..>. r.t.:* * or less". c3r'- I0?v 10* - 20 *?*.:* ^Tanka' 'l - ~ #''* rR 400d ~psf ^QQO.pef;r,.** 42Q<2_psf * . tv For limiting height of tanka, see.FD-h. a -ru .-y. . ...S^4' ^I^'BASIC ENGINEEHINO DESIGN MIA SHEET ' '** ' ^ ';.. ` J|?BLJ=AS0 HEFINEST--JX--P- A--N--S---I-Q-\vN^-' A*5'j-; ** ^ ..knees.' 14^ Jur-yLut/J-Ojj-M- . ;.``5;GT-E4546 .. ^ ' '1 Chevron BB n-i^oQQ SECTION FQ - DESIGN DATA FOB FOUNDATIONS (Cont'd) FQ-3 MAXIMOM ALLOWABLE SOIL BEAMING PRESSURES. .SPREAD FOOTINGS (Cont'd) Location Width of Footing at 5 1 depth 5' or less 5' - 10' 101 - 20' *Tanka 3.2 4000 psf ,4000 psf 4000 psf 4000 psf 3.3 . paf ______ paf _______ psf ______ psf *Note: For limiting height of tanks, see Sec. FD-4. FQ-4 REQUIRED LENGTHS OF WOOD PILES - Not Required Location 4.1 --~ tons . . ft. Working Load tons tons ft. -ft. tons ft.. 4.2 ft. ft. -ft. ft. 4.3 ft.' . _ 'ft. ____:___ 1-ft. . . ft. 4,4 Working uplift of above piling will be ______ % of the permanent hearing capacity; but designed uplift shall not exceed .tons. [ revisions O SCALE FQ-5 FILE TREATMENT (See Section FA 4.23) - Sot Required . 5.1 ' , ^' ' 5.2 DATE FQ-6 MINIMOM DEPTH OF FOUNDATIONS 6.1 Foundations shall extend at least 1.5 ' helov grade tcogseoeodE frflfltl diSJWgft __ 1.0 footing .- ', i SECTION FS - DESIGN DATA FOR MESCELLANBODS SERVICES EMC. OCPT. f-'jtii- l >v '.~iW3ft.. V.y . ,or c. ocrr. gs&p&f ,y Amoves ! "TV FS-1 ETDBOSTATIC TESTING , 1.1 Hydrostatic testing shall be done in accordance with: e . -- FS-2 FIRE PROTECTION _ ,2.1..Hose.threads required:. 2-1/2 in. Nat. Std., 1-1/2 in. iM/i---.- ' ' llt-r 2.2' Type hydrants required: 02-99621-0, Type B r 2.3. Special provisions inquired in tank fields. -...... V2*fe& "V5 .. First-aid fog stations None EF121 . ' .`.ft****** V T#basic engineering design data sheet .^*#|EL 'PASO REFINES! EXPANSION GT-E4546 .. -X. tr. Chevron BB 014000 ES-3 1Hi MM SECTION FS - DESIGN DATA FOB MISCELIAHSOUS SERVICES (Coat'd) PATHS 3.1 Rqj^Is - Asphaltic Concrete 3.2' Wall Asphalt io__ Coaerat# H 3.3 Tard Areas Aspimltic concrete or concrete in aoid or caustic areas 5*4 Process area - oonoret in vleinity of process equipment FS-4 DRAINAGE AND SEWER STBTBM - ^H 4.1 Storadrains shall be designed for a rainfall intensity-duration curve of-------- l.t.,5--........in,/hr. . (This intensity may be expeoted onoe 4.2 Sanitary sewer facilities: in 10 years.) 1 ^B 4.21 Method of disposal 4.22 Capacity - 2700 gal/day a 2 gpa 4.3 Oily water disposal system (See Sec. FA 1-6) 4.31 Method of disposal V.C* pip to existing separator . 4.32. Capacity T:, ' - 21,840 lb/W s 44 gp*n :: 1 78-*5 I qhi ff-vK v-J$ r -y?. ' -:: tose fra;- '; J, . SAFETT 5.1: Codes and. Instructions .. * ** - s* .. > Hr ^JP*TM*"* Sections! California AdministrativecCod, title Till 5.12,..3*0. of rxai^MaauaI of Safsty Rules 5*2 . Miniaum temperat-are of lines which are accessible ' and must be insulated for protection of personnel. JLL v 4; / ' *. efj.**' *ir|*' 1. , ,'**v : .k- ... v*c *' * -CV ' *- t ' ,f ?*2 - . . 1 v. ` : . ' V 'V >. ' - --v , '? *' r *> ;-r . v- ' v**:, . -t- . --- Chevron BB ounni