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CT 83-19; CALAVERA HILLS VILLAGE T; VILLAGE 'T' SEWAGE LIFT STATION, RESPONSE TO PLAN CHECK 3; 1991-04-19
I .1 -,I ,I ,I ,I ~I WILSON ENGINEERING April 19, 1991 City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009 DEXTER s. WILSON; P.E. ANDREW M. OVEN. P.E. MARK A BURBRINK, P.E. 509-005 .1 Attention: Ben B. Ellorin, Plan Check Consultant I :1 I I 1 I 1 I 'I I Subject: Calavera Hills Village "T" Sewage Lift Station, Response to Plan Check 3 We have addressed the comments on the plans, provided revised calculations (sheets 3 and 4) for the underground storage tank, and provided the letter from SDG&E. If you need additional information or have any questions, please do not hesitate to call. Wilson Engineering Andrew Oven AO:jaa 703 PALOMAR AIRPORT ROAD. SUITE 300 • CARLSBAD, CA 92009 • (619) 438-4422 • FAX (619) 438-0173 r-J .. I I I I I I I -- I ,I ·1 I I I I. I I .. pump ~C~lC:~ .~~ .~ ~-" -- MAY 11992 erN Of CARLSBAD ENG~NEE~ING COUNTER I I I I I I I I I I I I I I I I I I I WILSON ENGINEERING VALlE ---------- _. --_ ....... r' ;-i-:--: ~."-><_. ___ 0' " "~ ___ ,~_, __ ...:... __ . ---t -. '~---",",,i ... _. __ ~_ SUBJECT --'l-~, -' -__ .~t_., .. , .. _,. .... '_, :_L~" ___ ........ ~ ...... l~:l~!!.ll ,;t=$$23f ~-'-';--'--"""""""---'---' , ---<." ~.-..... --, • \ < , -, '<M '~>~~"l'" -. -r" -.. I I I I I I I I I I I I I I I I I I I WILSON ENGINEERING , ! 1 i L I I : i : I I 1 I I /-i 1,_ 11 lilt~-l-~:II,II'!I!jl!-!'!I,I, -, II J ; ! I I I i I I! " I, I' ! ' '!! I I i I I I I ---; -----1;'-----'-j -I i I J I ! I I ,-I I I I I I ,I I __ I I ! I ! I' I J-1=H=H1 j I I 'I ,I ITT I, I, r , +: , i ; ! 11 ! i I I ! "'11 II ! -! 11 1'i ! 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Cales "-------+- 'I I I I I I I I I I I I I I I I I I I MULLEN & ASSOCIATES, IN«: ('(l) , ~I~' ~. _=-I-,-~....!-V ..... Co...!:~="";·· :......'..,..;'S::-' ~_.?_; _::--'--_-,/_9_0-,-, ~..:;;...~-:,- Electrical Engineers <:::!) \ ,_If U SHEET ... of __ '''''k=--..,.--__ _ 1200 N. Jefferson St. Unit D ------C \ i C DATE ANAHEIM. CALIFORNIA 92807 CALCULATED BY • I""'; " (714) 632·6620 CHECKED BY . L.. , D .)f/, SCALE DATE /-,z~ .. 91 5t?Cf-ooS ........................................... ~... .. .. ... , .. :. .................. .. , . , 2, !C~·.i--: -......... , ............... ,' ............ + .... , .. : ...... ~, : : ~,,~ .---....,. .. r..JCz: L.. ....................... : ....... i ..... h.~ ,'. ("""\. ,.::-... - ~:~-_,~~~~fJ\ ,,;~~~~~C~~fL;~~l~I?:~~-~e~::=~~r~f~;·~~~ ................. _ .............. : ............. L ........ _ .............. : _ ............ ......... . . .. : !: ........ , .. ~ ......... 4 .. ) .......... ,!., ...... C f.j ... L.~./t f17 ~ ,":', .... 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"...... . ... .. . ._.......... ... ..... .... ... .. ... . . . . . . . . .... : ......... ~ ............ ; ...... ..... .. ...... ; ........... ;; ........... ·r ........... -. " ... ;., "':" .. . ::~-:Z:__~f{~v.j £>6_ .~NG~Ail2,4if~ ··:m~l~~T-~~;S~ '" r"' I .. I I I I I I I -- I I I I I I I. I I ... Strue. Cales Jhlil..ding ___ _ I I I I I I I I I -I I I I I I I I I I SUBJECT: VILLAGE T GENERATOR BUILDING CARLSBAD,CA FOR wn.sON ENGINEERING General Information Roof Lintels Lateral WaIl Design Foundation -SHEET NO: 1 - 3 -4 -8' 9 10 -12 13 -14 15 STRUCTURAL CALCULATIONS ROBERT HENDERSHOT ASSOCIATES INCORPoRATED Consulting Structural Engineers 350 West 9th Avenue, Suite "0" Escondido CA 92025 (619) 489-1177 (619) 489-{)235 FAX Job No. 901()1H _By: ETP - Date~ 11/90 " I I I: I I I I I I I ( II I I I I I I I ( I'· Robert H~ndershot Associates, Inc. Consulting Engineers • Escondido, Ca , ..JOB NO, CJ:;rOI t..( 11-'10 DATE BY l=TP SUBJECT Y'llAGfS. T SHEET l OF Bt TER! Al : " The following is m~ jn 'll CUES anlm specific.lly noted othmrisr. Rough Frile: 2 I 4 NaIl fru: ,light fr .. : (up tc 4" wide) Joists o~ Rafters »FL Shnda"d Dr Jetter .0 1 '0 2 Purlins, Seat: Ird Posts 'Ii 1 61u Lar Bfaf~: Sutlit AIlt Certific.te Df ttllpliince 24F-V~ S1'ile Span 24F-VS Cantil!vered Use Cou~n .ire niils for ,11 4esigne~ cOl'ditions ,nd USC Ti~le 25..,Q (H,jling Schedule·) j'n other cues. All fruin; ,nchers Ire by Sj.pson StTDri~ Tie. Equivalency based Dn leBO toad tables required for ,n)' IU~S ti tlltio!'l. Plywcc~ for Ihear .ells: CDX Structural .0 1 Concrete Bloci "astlnry: HolloM Core: ASTn C90 Sr.de ., Type 1. "e~iul Wfight IIortar Types: f'.: 1600 UB~ Std 24-20, 2403 (c) Srout Types: f'c= 2000 me 2403 (d) , DEsign Strength: f'.: 1500: continuD~s spe:ill insp~ction is required. Co!!crrte: Foundation: f'c: 2000 41 Ilu.p Slib on &round: f'e= 3000. .' IIu.p Tiltup Ifalls: f'c: 3000 psi 41 slulp • no specill insp!Ction is required for slib on grDund. Reinforcing Steel: A5TII A615 Ir 40 10 5 ,nd lIaIlrr Sr 60 10 , and lIr;!r Vse Stlde 60 fDr tilt .p ,Inel stul. ASTft A706 Ir 60 lllwelded nhr WELDING OF REBA~ TO CDk'FDRfI TO 1.1.5. IDl.4-79, IUBIIIT CERTIFICAT; IIF CARBON EQUIVALENT AMP lEU PROCEDURE PRIOR TO ANY IEJINS DF REBAR. SPECIAL INSPECTIDN REQUIRED fDR ALL fIELD ELbING, SUBMIT CERTiFICATE 1Ir' tDliPUANCE FOR AlL SHOP Mf:I.DIHG DR PRDt'lDE SPECIAL INSPECTIDK. Stul: Jolts: Pipe Colul:n Structural Tube: Shapes, Plates ,nd I.rs: ASTII A307 ASTft A53. Type E or 5, Sride • 15TII A500, Brade I ISTII A36 Shop Drawings: 5ublit Ihop 'rlwin;s for It )eut the 'following then Jistd ilea accllrs on '~Dject: 'rEflbriCJb~ Rof truss Ir I-Joist. Iilulllin.bd lilhr Structurd Shel .liscelllnrDus lelal whe" ,arts are shop welded. I I I I I I I I I I I I I I I I I I I Robert Hendershot Associates, Inc. JOB NO, _1...!....O ___ I..,.....·O_I_If-'-- Consulting Engineers. Escondido, Ca I DATE _____ fl-"-_o/_D __ _ BY E-TP SUBJECT _____ V_(_~_( A_G_E ___ T.:....-_---..,... SHEET· . 2 OF-".....,,--- IASIS OF DESISH I Project: VIl.l AG E T location: CAfU .. .5 U4 Q ~6NE~~. ~l"O(' lob Mo.' qo 101 H ~----~~~~----~----- 1985 lkIiforl Building Code I / SeiSlic lone: _______ /..!--_______ _ lind Exposure: _ ........ C _________ --.-__ Building Dah: Description: __ l_S._~_1 -:::-y~_;)_R.._'_O_H __ 1"_A_:_; C"_f--_f<._'t..I _ Occupancy: ____ \S==--\..l~~ _______ _ Sprinklers: -.-__ N_u_, ____________ -_ Type of Construction: _--:-...:.:-...:F..:;:....R~, _____ _ Exhrior Ifall lI.tuiil: _...;.;'_A_::"_c_."_.,~_,,.L.-; _____ _ ~r. ~. :5>r TotiJ Floor Aru: __ ../_, _\.P ___________ -:._ Building Plan Area: __ --:::-;;:;;&:..;;;.2.::.-. ______ _ Srading Plan: ___ ..:.1.,;..1.;.,..0...;:' S~~Ii.;.t. _. ~L.;;.;;E:..;~;.;;(c~~=--__ _ Spedil Conditions: ~E... ~r-1-lO-J5F:o Po QlE:SA~GE,......£:~·'tOrt F-L E-Ci· Soil Report By: _...:.N~I ("\;;...;......I.£..:.;R .... 'D;.;...v~r.;:;o_r~Q~ ______ _ Report Wo.: __ -_________ --;.,,.,..,.. __ late: ~_=~~-.:.....--------____ ----Ic ____________________ __ Ftg Depth: _____________ _ Foundition Type: _______________ _ Expmive Soils: ______________ _ Mjlcent loads: ______________ _ Content: '~ Test "oring Plot Plin: .. ' .... _______ --- la.terid Cll5sifiCition: __ ---------.,.- IIder T,ble: Ac.tiYf Prtssut-e-:------------ Settlelent: ________________ Pl5sive Prt~sure: _______ ------ Site Seislic Coefficient: _______________ 'asennt Ifall Presslire: ~ ________ _ Liquefaction: __________________ Fr: _________________ ... -..... -- Spec:id CriteriA: _______________________________ ........ ...._----- Roof LOlds: 20 psf c.c. subject to reduction Roof Construction: H. r"TA '-D F C k. loofing Ifiltrill: CX .. )! ...... '\ -0 (5 llecbinical Equip.ent: leights: f',(ON £ Locltian: _____________ _ Support: _____________ _ Ii Floor LDids: loads less than 100 psf subject to reduction. ~M~S~CtiOO: ___ ·_N_~_N_E ___________________ --_--_-----~) r I . I I I I I I I I I I· I I I I I I I I I I I I ( I Robert Hendershot Associates, Inc. JOB NO; gQ 10 1 ~. DAtE /I-Cfo . Consulting Engineers • Escondido, Ca \ ~'. BY E Tf' SUBJECT V l LL A&T= 1 SHI;ET 3 .. OF _____ _ VERTICA<.. lOADING (!091=) OEAO LoAD S : LIVE. Lo~DS : ~o p~~ (0 -~oo Sr-'·FT ) 18 PSF (~O \ -3ao sa j:'j) fCD PSF (SOl -(pOO SQ n) l~ PS\=-((;D I -uP sQ t:lT) ~ . .. ..... . ,. L~A=TE~R~A=L~L=O~A~O=IN==~==============================~ WIND f-O AD 5 : ~ t::-IS t--t 1'-WAD S', V:2:r:C. Lv Rt-I V:(lj~) ~ Fp= ZI c.p 'y../p Fp::( ) WP Ce= l.~(£~P c.) . C q: .8 (WINO t..J~~D) • 5t("'£~WAA..O) -1·3 ( ) . 9: . 13 ·,PS.F 70 MPI{ :r: ::. . 1.0' (NOR:~A'-) 2 0 "t S. ..l:i- 2;: .. l{ I= 1,0 C ': ~.75 Rt.....J: ,c, c..P : -7) (...J~u.. ~ ~.oO . PA.:tA ~7S i o • J '! I ! . :1 ' '. I I I I I I I I I I I I I I I I I I I 9'0! o( H Robert Hendershot Associates, Inc. JOB,Nd.,-,--, ....!.--.,.--~ Consultm' g EnGineers. Escondido Ca DATE' II· q 0 !:>~, ' BY E-TP SUBJECT _____ --:.V_, l..:..;:l;.:..:A:..::::G:-:E.:=...---:.,.I ________ SHEET ... q OF --'-'- RocF b1V\ 8~ k 1 ~ 15:0 1 ~ (p.fS _ 5'-0 ~ - S-o' (';0 PSf) 5"0" C1opsr) =: -w ... ~ ()IF (00 r-c...·L 5D (Ju: Dc....: pLF . 150 : (roJ_ C,O N 1-~5PAN C WI 0 -J.. I) ot.::: p{;€.. Cd"'P o~~ (t.J ..... ) (BcJr USE. u.. 10 ::>LIS OuE: TO· III..{ " r;-I C:I " .. l(", f.s ,... w G;{!. ) glll!(I!/I!I!!I'lll'III/.~ 7TT A B 7117 t ~ 3 ,v1 A x RfAc.Tlo IV . 1BCo * SIDc w,.q l-t. :( j 5 30 1J }-'11/JoLe £,...,4'- US E w 10 'JC /5'"' l B5A1-o.. CokJl ., (? S IDE. ~jAL\. S. E. T 0"" ,..., AS -{1 R. G, (l G, i-8" @ f-'t '..0 wLtH. " h~-:. '1i'b / 01-~ ~' 'J I {)$'/ ok. .-. --- fpll.. ':.. {). 5)D / (P)C 3" '::. 5J~' ok P~/O £ &AS£ 17':2~ DRy PACK {\ f /Iw/ FtJlJ cE (1) It 5/& x COx 8'( OVFI'(. UJ / (~)' .3/y " ~ A ,11 C~(.l.s w/ f;I 5 . I ! , I I . I I I I I I I I I I I I I I' I I I I I I :-----------------------------------------------~---------~-------------~ F ASTFPA!"1E Version 1.11 Two-Dimensional Static Frame Analysis Copyright (C) 1988,89 EN~RCALC SOFTWA~~ I, I :--------------------------------------------------~-------~------~----~J L I I I' :-----------------------~---------------------------~-~~----~--~---~----~ , I I Project Title Project # Cl ien t Scope This 2-D frame 3 Nodes 2 Beams VILU\GE qOlol t--J ILSo "-l Rco~ ~EA", cClns·ists of : o Nodal Loads o Beam Point Loads 1 Load Combinations 2 Member Properties 2 Beam Distributed Loads :1 I l-----------------------------------------------~-----------~-----~~----t FASTFRAME is. a 2-D fini te element program providing strl_lctLlral analysis & design solutions. FastFrame transfo~ms LOTUS 1-2-3· into a full featured structural analysis, design, and graphics sy~t~m. Full AISC code checking & selection from a ~,70Q member database, structLlre plcltting, and member analysis &gr-aphi,cs is provided._ FastFrame models rigid frames, braced frames, trusses~ and any type of two-dimensional structure. Nodes and Beams are used tp define the frame's geometry and member connections. Npdes and Beams also have "restraint" and "releas·e" codes which set how the X, Y, and Z (rotation) degrees of freedom are Llsed. Also, "8'" or "D" node. restraints specify spring supports and forced displacements. Loads are appl'ied to the frame by using the Node Load, Be~m Point Load, and Beam Distributed Load areas. You can aRply virtually any type of load~ moment, or thermal gradient to the 'frame~ A.1 s'o , "direction" codes can modify the alignment of a load. . I' f" , I. I , I I' I I' " I .1 I .. I. " I .: Each member has a "property" list which specifi'es i;he .area, inertia,' and other values, including AISC check values. ~astFrame let~s yo~.· 1 "Tag" members (i.e. a W2h:55 can be tagged "BM'l"). YOLl can t.hem either assign the tag or actual section label (W2i~~5) to a member. , " Load Factors and Load Combinations are Llsed to combine types of , " loads as reqLlired by b'_!ilding codes. The "factor" capability ena·bles.: FastFrame to assign a single multiplier to each load in a c~se ~or each combination at run-time. Gravity loads from frame ,member.-s c.ah also be automatically generated. I ,. OLltput is supplied for node displacements, reactions. beam end shear~1 axial & moment loads, and AISC unity chetks.,Full color structLlre & detailed plots for AlSC stress checks a~E also provided. :------------------------------------------~-~-----~---~~--~---------~~-~ I I I I I I I I I I I I I I I I I I I :---------------------------------------------~~--~---~---~-~----~--~--~ NODAL DATA I Global Default T~mperatu~e ~ 0.00 ------------------------------------------------------------------------ NODE Coordinates Boundary'Restraints Node LABEL X Y X-dof Y-Dof Z-dof Temp 1----------I---------(ft)---------1---(O,1,2,in,K-in,radiahs)-~l---(F)--~ 1001' 2 15 0 1 1 3 23.33 0 I 1 BEA!"! DATA I I· :---------------------------------------------------------------------~-~ Beam Definition I-node J-node Property Label -or-Tag End Releases I-end J-end >: y z N Y Z Beam BEAM I Length LABEL (ft) :-------------------------------------------~---------------------------- 1 2 2 3 IBEAM I BEAM 1 1 A 15.000 .8.33() :---------------------------------------------~----~----------~~7---~---- I I BEAM STRESS CHECK DATA :------------------------------------------------~-~----~--------~------- BEAM LABEL Unbraced Lengths I K:Length Factors IBending' Coeffl 2nd : Y-Y (axis) X-X I Y-Y (axis)' X-X} Bm Cb I Member? I----------l--------(ft)-------l------------------I-------------l-~------ IDefault Beam Length 1 1 1 1 NQ IA IB l) C> (l o BEAM PROPERTIES I--------------------------------------------~----~---------------------- : AISC/Otherl IPropertyl SECTION Area Inertia Elast~c Weight Cbef. ofl Fy I Y-Y . I-x~·: ModLtlLts Density The-rm E~·: I . IA~':.is Tag IPROP. LABELl (in'''2) (in·· .... 4) (I<si) (1</ft'''3) (l100F)l ·1 Flag. :-----------------------------------------------~-~------~---------------Default 29000 0.4896 0.00065 1 36 l : BEAM 13.53999 53.7999 I I . 1 W10>:12 ------------------------------------------------~-~-~-------------~~--~- BEAM DISTRIBUTED LOAD DATA ---------------------------------------------------~--~---~------~---~-- BEAM: SMag EMag LABEL: (K/Ft,. Deg F) SLoe (ft) ELoc IDirl (ft) I 1 Load Case . F ac: to'rs 2 3 4 5 ---------------------------------------------~----~~------~----------~-- A IE 0.15 0.15 o C> C> o o YI o : Y I" BEAM E;ND FORCES 1 1 . -. -'-------------------------------------------------------~-------~--------- BEAM : Load I....... I Node End -•••••••• I ... ' ...... J Node End .. : ••• ~ ••. LABEL I Comb. I Axial Sh'ear Moment AKi~l Shear., Moment --------------------( K ) -----( K ) ----( K-f t ) ---I ---( K ) ;-.-----(K ) --..,..' .... 0< -f t ) -- IA !~ 1 1 0.000 0.000 0.986 1.087 -0.000 3~432 0 .• (JOO O. ('l!')r) 1.444 ().263 -3,.,432 -O.oon -------_. DETAILED BEAM DATA DeaM Lahel: a PY"oper>ty · wl{Jx1.2 · Length · 15.060 rt · Max Shea~ :0.9865 K Location :0.000 rt Min Shea~ :-1.4441. K Location :15.0013 ft Max + 'MOM :3.4319 K-ft Location :15.eoo ft Max -MOM :-3.0028 K-rt Location :6.084 ft. Max +Defl :0.8000 in Loca t i on : fl. DfjO .ft· Max -Defl :-0.0662 in Location :6.801 rt Ma.:: .. :: Un c k :fJ.1590 l.ocati on. :15.00a rt --.--... -- Shea~ MOMent '~ 7 D"£l,,cte.l _ Shape "./ .. ,-"'----~/ -....... Unit!;J 'Check I" .tSlhea~ [MloMe-nt [))leflected [U~rH.ty [O]the¥,,', [p]y.int [ENT'ER1-All [ESC]-Quit I ,,} ~--. -_._------. ~ I I I I I '1 I I· I I I I I I I I I I I Robert Hendershot Associates, Inc. Consulting Engineers • Escondido, Ca BY EiP SUBJECT VtLlA,=-C T JOB NO. . 9010/ .. DATE l/ .. qo SHEET 8 OF 0..-' _"'-- , . • ~LT 7'C' SI.De It. , " 1~-'1 £L. {'/.< --+--3" , -.+---/ (.2.. MA x. R.,.o:A q, -'1 "8' (g' . l.-oA:D P fi R..A ~ (. ~ gol7" _ 13:;011. ~H G~.:2 o~ 5"S'Zl rrN.$./O"" (3 " E~,v ___ 0-) ~/'-( Y r/ .4 J07 ft 3/fb,c. B~" B" tv! ("'I) 3/1.( 1 ff x 3/.< "(01'.15 .v,.A~<-0 CD .s 7-/...J 0 $' f..-1. -:.' 3.~75 (a?C?) V -: .C{tta Ie + ... 371 -~ 970 < I,o~ (A) ~/7''' t,I A:>OI S"·s, '?~ {ct.: C( x zt) ~~ .. y , D5- PLArE ~'-' ':-'I '-; G, '(.2 ':. I~ oS '--':. .Go f:,=, ::. . (p " ~::. {2., , 3,3~o! + Ifl. .. <{ s ': -:.. .. 3 &'0. k 11"'1 I ~ :>/tb ':. :. 7, ,ogY . OK ,~ I I I I I -I I I I I I I I I I I I I I Robert Hendershot Associates, Inc. . JOB NO. _C;L.,..;;O;...;.,I,--O...,...I..,....H_· ---"- Consulting Engineers. Escondido, Ca DATE . _ /I-flo , , BY ETP SUBJECT ___ -...:Vr...;..I_U_A<:>.;;...' E.;;... __ T!...------SHEET.~ OF-,---'o,-.. e I3f.-1h. 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TSw e Q"o.c... ~, /-" A )(., SPAt-J G:.o ~12~~~)/1'f = ~~~------------~ =- p) -/b.s :BA(Z.5 o}c;.. CE l3>of./D SEAM.. (? ~Lf~c><'· G'-i.~CK LfiD G£Q.. !3/t-t" rf x 5" E~J fv1A't ~ -:: \(P3~\.F{~) =.'32h t* ~2G. k,,'j ISO • t---A;<. ~ -:. ~o of ?o) .(~) -::. 15P it' =<. (VI po. x At'0~ ,>1-(/;4£ ~ 17 '8° ~ ./ Sol,r ~?C::> 2. t 1$02- 17§'D 1-"1,t. 3 "f. '/If Fa « .2 '-0 ~ fAI-' 01< 8y I1-JSprCT101-' 1 US£~/~" ~ ',t 5" 'f?1-~ " " ·A-T 'l..1tf"o.~ Frt«l-rDG.~. I I I I I I I I I I I I ,I I I I I I I Robert Hendershot Associates, Inc. Consulting Engineers • Escondido, Ca BY t=;. N SUBJECT \j I L,LA 0:>r PA,....f:L I d- 3 Lf ~+-------- 10 r J hid 3·75 .~:{ /. ?~, ,?:>. (e, 7 6F .()(ji1 J~J ~)~'0" Rj::" .15~ Jd , l . 7'l( pANEL ~ ftV 'Fv' -I ~£?>D {p.l~ 3 q'1~o 30.5/ '-f ~t(o 7 ~3 bj cJ I~' 3'1 -j -"T:YP (,..,fAVI. ($ r~ I HI (,11 $ e.F-Cc::JH'v~ 1tJN N~><.T swr , -Fo r<.. 0 Pt=r-J I /'.C (;, S r:y9 uA"''-7 (,) S £.. C?:) ti S £Itfl. s CO..-J'T - f-1A7<. OPF;f-..J NCJ ::. t!3'-o ok, ~ y I ,,-'.s Pee 71 0 "-I JOB NO. q Dt Of '1-; DATE II-eta SHEET I ~ OF---,---:... l;:oA':J 1=R.a-w p.r.,., = tl1'!6~ ~;J~8 ~ 33~ ~'~Y fQ" -;27 - (s,')( 1~'1 :: (/ c.; , ~ Y7~'{ ;; Ie;) "2'i. :;.(p ::.. 3~ L'I9J '1'>0' 1:<,./0= 75:0 '8 8£;o wACt oK ;4ll01WW5 oK_ !?>y INS lfi"c7/o,,/ ~ $<§'?;;l." e:c.. J/£R:T l-c t'l II -€ BtSAk5 US-I?. C.~) ~ S-lA125 I I I I I I I I I I I I I I I I I I I HHA Title :VILLAGE T ScoDe :MASONRY WALL Number:901Q1H Misc D=-n9r :ETP 21-Npv-90 -----------------------------------------------~----------~-~----------- SLENDEr:: MASONF:Y WALL DESIGN Page -'3. -----------------------------1988 UBC 2411 --------~-------~----------- DESCRIPTION » TYPICAL WALL ).> -----------STF:ESS DATA ---------------------!.>JALL DATA ----....... .:;....-~--- f'm = 1~500 psi UNSUPPOF:TED HEIGHT -12.5 ft Fy = 40~OOO p=-i THICKNESS = 8 in SOLID GF:OUTING ? y yin REBAR SIZE # c <.ot SPECIAL INSPECTION ? Y yin SPACING = 32 in WALL WT. FACTOF: = 1 . . . . 0:Cntr~1:Edge ? -1/0 Phi = 0.8(; SE.I St'1 I t FACTOF::.z lCp = (>.3 WIND LOAD = 2().3 psf II DEAD LOAD = 5\) ... . .ECC. = 4 CON CEr-..fT R I C DL = 200 " LL = l--SUMMAHY --------------------------------Seismic ---------Wind ---: M-n * Phi : Moment Capacity M-u: (.9D+l.43E)~(0.9D+l.3W) (1.05D+i.275L) + [1.403E -or-1.275WJ Ma>:. Overstress Allow Deflection: 0.007 * Ht. Max. Iterated Service Load Defl. Actual Height/Deflection Ratio Actual Reinforcing %: As / (b*t) Allo\.-'Jable I. (based on Fy) ActLlal A:-:ial Stre=s: (Pw + Po) / Ag Allowable II II .04 * f'm * Ag = 15:-3()2 in-# = 7~687 II = 7 ~ 70.S II = I. = 1.050 in = 0.025 in = 5898 = 0.0012 = 0.0048 = 7.68 psi = 60.0(i psi 15~438 6!,~3() 6~470 01< 1.050 OK 0.023 6481 OK 0.0012 0.0048 OK 8.22 60.00 in#l " I I " I I in in I I psil psil :-------------------------------------------------~-----~~~~----------~t FACTORED LOAD STRESS ANALYSIS ----------- Basic Moment w/o P-Delta = Basic Deflection w/o P-Delta = Moment in Excess of Cracking - Max. Iterated Mid-Height Deflection = Max. Iterated Mid-Height Moment = SERVICE LOAD DEFLECTION ANALYSIS Basic Moment w/o P-Delta Basic Deflection w/o P-Delta Moment in Excess of Cracking = = = Seismic --------Wind 7~687 in-# 6~246 in-# 0.036 in 'in-# 0.036 in 7,709 in-# 0.029 in in-I 0.029 in 6~27() in-# Seismic --------Wind 5~394 in-# 4~908 in-I 0.025 in in-# (>.023 in in-# I I I I I I I I I I I I I I I I I I I RHA Title :VILLAGE T Scope : MASONF:Y vJALL Number:90101H. 1'1i :·c Dsngr-:ETF 21-Nc,v-90 . . --------------------------------------------~-----------~-------~~------ SLENDER MASONRY WALL DESIGN Page'IV -----------------------------1988 USC 2411 ------~-------------------~- Max. Iterated Mid-Height Deflection = Max. Iterated Mid-Height Moment = 0.025 in 5~412 in-# (). ()23 in 4~925 il1-'-# Deflection = 5 * Mcr * hA 2 I (48 * Em * Iglwhe~ Ms < Mer = 5 * (Ms -Mer) * hA 2 I (48 * Em * Ier) when Mer < Ms < Mn -----VERTICAL LOAD SUMr-1AF:Y -----------LATERAL LOAD SUMMARY ------ Dead Load @ Mid Ht. = 700.0 lbs 1.3 * Wind = 26'.39 p=.f. Live Load @ Mid Ht. = ::',0.0 \I 1.7 * Wind = 34. =,1 " 0.9 * Dead Load = 630.0 II Sei=.mie * Wall l;Jt. -22. BC) " 1.0::', * Dead Le.ad = 73::·. () " 1.4:; * c::. . ~e~sm~e = 32.6<) " 1.275 * Live Lo.::o.d = 63.7 II 1.87 * Seismic: = 42.64 " ANAL YS I S \,lALUES --------------------.-'-.,...------..,..- 7.60 in Mn .·Aseff*Fy*(d-a/2): EST= Equiv Thickness = Gross Area = EST*12" = 91.20 inA2 Wind? 15~43e ih-# Asteel = Asteell(12 * d) = As-eff = (Pu+A=*Fy)/Fy: 'a' Wind = Sei=·mic wind = = 0.116 in/1t Seismic 0.0026 0.134 in·····2 in·····2 (>.353 in Em : 75() n :29~·:1C)·····6 S-g'ross * f'm I Em 'a' : seismic = 0.350 S * Fr (crae~inQ) Igro=.5 Icraeked .-·15~3()4 in-# =·1 . 1E+Ot· psi 25.78 = 8!5.21 DC:· .; = 116.3 in·····3 ~'o. 9~908 in-# = 443.3 in····"4 =. 26·.4 in····-.4· I I I I I I I I I I I I I I I I I I I Robert Hendershot Associates, Inc. Consulting Engineers • Escondido, Ca ( BY Eii' SUBJECT V n ... t.AG:.E. l fovNDA170 N . "-l\.(-e> PI :: 1,0 I '-'s ~ -{ 5"00 {\ ~ T __ ,00 ~ ( It;...;. ll') -; ~ l(3 fb ' ('J..yf S-T~ JJ :: /,2'1llJ" JOB NO, qOIOI H PATE /I-etc SHEET' /5: OF-- 1';).(fO Q;JO 1'5'0 ~ p .... r: I' -US E. /-& "",/~{' ,)( I;;'" D EF,o Iv-I/ (j) fl ~ 7DP <+ fk;r I PlAr:. E.. 16" BEc.ow.GR':I,0[ ~ I .. I I I I I I I ~ --Strue. Cales _Ov!'tJF J::.ank_ I I I I I I I. I I II. I I I I I I I I I I I I I I I -I I I I SUBJECT: VILLAGE T RETENTION BASIN CARLSBAD,CA FOR WILSON ENGINEERING o Concrete Detention Tank SHEET NO: 1 - . e STRUCTURAL CALCULATIONS ROBERT HENDERSHOT ASSOCIATES INCORPOMTED Consulting Structural Engineers 350 West 9th Avenue, Suite "0" Escondido CA 92025 (619) 489-1177 (619) 489-6235 FAX Job No. 9010m By:. EN· Date: 11190 I .1 I I I I I I I I I I I I I· I I I I I I Robert Hendershot Associates, Inc. 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D-ATE ._J.!...L.9-"-'O~ . ...,..-- SHEET 4: OF __ -'--Consulting Engineers • Escondido,_ Ca BY EN SUBJECT V/l.. lA~ e T _ A1 ...v, =, ---'-~==---~lL-l 1 --, -r.--~----~-)). s I, I '-L I~'-; .-... -~--. ; -. -. - -A ::;.- ;; : : -..... ~ --== /"Z.. _ ~. "J . :11 ~ ;'--;::~r-&---;;-;;:~, _ p~J . -' .: 1 -.. C) -, I/-7.... it;. /.r )( ~ ... .( =-(. ~ It " ~~~~ ~ -' ----.-..:..-.------'/----_._. -._------_._------_._-,,-----_. ~ ,_ (,V ~.c p "Iv"~{..';, e /'2 ,p'C' .. 1 ------.-~-.. ----_ ... ~ -.... ~ ... --•.. -..... -_._.-.. -... -- I I I I I, I I I I I I I I I I I I I I Robert Hendershot Associates, Inc. Consulting Engineers • Escondido, Ca BY &I'i SUBJECT V/c-t!-~f!-T = (t .< I~ r C-r·p. ) "V / 'if 1 7/£f (5/ ..s '::,.c. o;or 1'1 /,,..J t;; r'-.---- JOB NO. '90/0/ If DATE 1/ /t:; 0 SHEET S-OF __ _ ? ~. (" S' £ .~VIC 'i-. ?-:>' -4-D) =--= 'J.-r;O p)f. .>l J CI f? 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Consulting Engineers. Escondido, Ca DATE ,-. --".1:..:....:·1 !:..-..if,-,-o--,--.. ...---'-- BY £TP SUBJECT _~V:;..:..{(.,.;....;l~A.;=;..G=-E. _1....:.----------SHEET. 7 OF ---,.- N.o so<e..... • t ~.l (,'-/.$ ~ Co = 367 fsF RT :.. (1'.2.. Y-30 )l (P) ~ ::. 387 ti./p- R r> -=-77,{If/ F7 'I. ~ 'J , 'I re, '1 f1~Ax ~ '/~'13·(t1(g0 <0. :: C{OC/'YFT Mu :; ? 00 ( /. ~) ,( (i. 7 ) ::. ().1 Lf ~ I tI-/F7- (. Sf)1-J 1Tf?'~ L 5772vc7Va 1:. U (;)v( D ~ {Is; ~6.2·/ ~ 'Ir:PJO d.. I'). -:$ -,'J»:J. ;. ~~(,p . f'1 ~ . i ~~ Of) 0 :: /5: h3G .85(30'0 ) p :. , COO 8 L.. . ct)'3:> (ft lU ,57tt<.. ') ASr -_ ,0003 (I-33) (;L Clf-G ):. _1D'{(JID"IFr (-.l5f? (~ : -;3.0 I I I I I· I I I' I I I I I I I I I I I I Robert Hendershot Associates, Inc. Consulting Engineers • Escondido, Ca BY EN SUBJECT \IlL '-A~£ 1" Or V/.It t1 fi.J' "Z -S. I ''l/P1l ~) /'J-II ( fA .II£- Ra;. 13 v"'uJ) -;; (3. y PSi ,9 (x l~p(J·c,y Y. ¢{J. fJ 57-;. ,a/J>{t). )(O.8~{(. '?J) :: ,,'}Jf8 (pr JOB NO. 9 0 1"0 If-/: ' DATE _~' /~t..:;...A~9~-o;;..;..,,....-'-:-, ,SHEET {!),OF~--,- J~ /O/-;J -.$l:2: (O.(.'i f'1 ~ 6;,rJcf)c70 -::. ;2).5:? • ii>OdtJtJ) I , ! 1 .. I I I -I I I Catalog Shts ------~ ---- I lit I I I I I I I. I I ..... I I I I I I I I I I I I I I I I I Generator Set Features • Single-source • Accepts 100% of design, manufacturing nameplate kW rating and testing of aU set in one step, in components and compliance with accessories by NFPA 110, Onan Corporation. Paragraph 5-13.2.6. Standard Equipment ENGINE Cummins 4-cycle diesel engine. ALTERNATOR Brushless Onan AC alternator provides broad range reconnectible output. Designed for service in severe environments. CONTROL PANEL Vibration isolated control with analog instrumentation. VOLTAGE REGULATOR Electronic voltage regulator provides precise regulation and underfrequency compensation. COOLING SYSTEM High ambient 1220 F (500 C) system. SKID BASE Supports the alternator and engine. Battery rack and cooling system mount to the skid base. Integral vibration isolation ~ ~ 12'5 D·GEA 60 Hz 100'DG:EA sO Hz' Diesel-Fueled Generator Set • Engine torque- matched STANDBY P,RIME 60 Hz 125kW 113 kW 156kVA 141 kVA 50 Hz tOOkW 90kW 125 kVA 113 kVA E;lxcitation system provides quick recovery from transient speed dips. • Low reactance generator design offers low waveform distortion with non-linear ioads and provides excellent motor ~tarting capabilities. Generator Set Testing, The Prototype Test Support (PTS) program is, oUr commitment to ¥erifying the integrity of our designs al1d products. Before the generator sets are put/nto , production, prototype models ctre subjected to deman9ing tests with typical/atypicallcads and transients anticipated in service. . Production models earn the prs seal only after meeting the performc;lnce criteria established by the program. Single-Source Warranty All generato(-set components and systems ~rce covered by a limited one-year warranty. Optional, two-and five-year extended programs are availaql'e. fi" Standard Models are CSA certified. ' DGEA Diesel·Fueled Generator Set Specifications May Change Without Notice. Oriim Corporation 4:90 Bulletin DSS-125A I I I I I I I I I I I I. I I I I I I I Generator Set Performance Voltage Regulation Under load from no load to 100% load will be within ±2%. Random Voltage Variation For constant loads, from no load to 100% load will not exceed ±i % of its mean value. Frequency Regulation Under varying loads from no load to 100% load: S% Random Frequency Variation Will not exceed ± O.S% of its mean value for constant loads from no load to full load. Electromagnetic Interference Attenuation Meets requirements of most industrial and commercial applications. AC Waveform TQtal Harmonic Distortion Less than S% total no load to full load, and less than 3% for any single harmonic Telephone 'Influence Factor (TIF) Less than SO per NEMA MG1-22A3. Telephone Harm~hic Factor (THF) Less than 3. Alternator Temperature Rise At rated load is less than 105° C at standby rating, per NEMA MG1.22.40, IEEE11·S and IEC 34-1. Radio Interference Alternator and volfage regulator meet the prQvisions.of BS.800 and VDE C'lass G and N. Maximum Sound Level At 23 feet (7m) -full load: 60 Hz: 87.0 dBA SO Hz: 87.0 dBA Engine: Cummins 6CT8.3-G in-line, 6-cylinder, direct injection diesel Design: 4-cycle, water-coole~, 'turbocharged Bore: 4.49" (114 mm) Stroke: 5.32" (135 mm) Piston Displacement: 504 cubic inches (S.3 liters) Two Valves per Cylinder, Single Springs Forged Steel, Integral Counterweight-Type Crankshaft Forged Steel Connecting Rods with I-Beam Design Compression Ratio: 17.3:1 Starting: 24-volt, negative ground . Cranking Current: 600 amps at ambient temperature of 32= F (00 C). 45-amp Battery Charging Alternator Cast Iron Cylinder Block; Replaceable Wet Liners Alternator: Onan Design: Revolving field, single bearing, 4-pole. brushless, drip-proof construction. Standard 105= C temperature rise at standby power rating. Class H insulation system per NEMA MG1-1.65 and BS2757. The main alternator and exciter insulation systems are impregnated for operation in severe environments where sand, salt sea spray and chemical corrosion are installation factors. Stator: Skewed stator and 2/3 pitch windings minimize field heating and voltage harmonics. Rotor: Dynamically balanced assembly. Direct coupled to engine by a flexible drive disc. Complete amortisseur (damper) windings help minimize voltage deviations and heating effects under unbalanced loads. The rotor is supported by a pre-lubricated, maintenance-free ball bearing. Direct Injection Fuel System: NLJmber 2 diesel fuel; Fuel filte'rs; AutomatiC electric fuel shutoff; Fuel/Water separator; In-line injeotion pump with integral mechanical governor. Dry-EleniEmt Air Cleaner, with Restri'ction Indicator Lube Oil Capacity: 20 US quarts (1'9 liters) Lube Oil· Required: API, CD 15W-40 Lube Oil Filter: Single'Spin-On, Full Flow Maximum Lube Oil CohsLlmption: 1-8 US quarts (17 liters) -per 100 Hours Cooling System High Ambient 1220 F (50 0 C) .. Radfator. Torque-Matched Voltage;Reg\llation: The voltage regulator provides torque-matched underfrequency compensation to optimize motor starting performance anchassist'the engine during transient load conditions. The brushless exciter armature powers tne main alternator field winding throl:Jgh sh~ft-niounted, three-phase, full waVJe silicon diode rectifiers. Semi-conductor surge suppressors protect the diodes from tr-ansient ovefvQltages induced by load surges. Shunt Excitation: The excitation system derives its .power from the main output of the generator, el1minating the need for a separate excitation power source. This excitation system, combined with the Onan low reactance generator, comprise a system that.provid·es sufficient short circuit current for selective clearing of instantaneous overcurrent devices. Phase Rotation: A (U), B (V), C (W) . Alternator Cooling: Direct drive, centrifugal blower DGEA Diesel-Fueled Generator Set Specifications May Change Without Notice: ' Onan Corooratlon 4 90 Bulletin bSS~1:25A I I I I I I I I I I I I I I I I I I I I Reactances (per unit, based on s:andby rating, with tolerance of =" 0%) Synchronous Direct Axis Transient Direct Axis Subtransient Negative Sequence Zero Sequence Motor Starting Maximum Surge kW Maximum kVA (90% Sustained Voltage) Alternator Data Sheet Number Full Load Current (Amps @ Standby Rating) Fuel Fuel Consumption Load kW US gph Uhr Maximum Fuel Lift Maximum Fuel Return Head Cooling Heat Rejection To Coolant Heat Radiated To Room Coolant Capacity (with radiator) Coolant Flow Rate Maximum Coolant Friction Head Maximum Coolant Static Head Radiator Fan Load lAir I Combustion Air I Maximum Air Cleaner Restriction I Alternator Cooling Air Radiator Cooling Air , Minimum Air Opening to Room Minimum Discharge Opening Maximum Restriction at Radiator Discharge (static) I Exhaust Gas Flow (Full Load) Gas Temperature Maximum Back Pressure /Engine BMEP I I Piston Speed Overspeed Limit I Regenerative Power I Derating Factors I I I ! DGEA Diesel-Fueled Generator Set 125 DGEA 60Hz Operating Data' BO°C Alt 105°C Alt 120/208 139/240 120/208 139/240 2401416 2771480 2201380 347/600 240/416 '2Z7!480 2201380 347/600 ------------ 1.95 1.47 2.55 1.64 2.13 1.60 2.55 1.81 0.17 0.13 0.21 0.14 0.17 0.13 0.21 0.16. 0.11 0.08 0.15 0.09 0.12 0.09 ·0.1.~ 0.11 0.12 0.09 0.16 0.10 0.13 0.10 0.16 0.12 0.08 0.06 0.10 0.06 . 0.08 0.06 ·0~·1 0 0.08 Broad Range 380 V 600 V Broad Range 380 V 600 V --------139 139 139 139 139 137 506 464 464 464 464 380 210 209 209 209 209 208 120/208 1271220 139/240 2201380 240/416 254/440 2771480 347/600 120/240' ---------------- 434 410 376 237 217 205 188 150 434 .. STANDBY PRIME . . 1/4 1/2 3/4 Full 1/4 1/2 3:4 Full 31 63 94 125 28' 57 85 113 -- ------------ 3.3 4.9 6.6 8.8 3.1 4.6 6.1 7.9 12 19 25 33 12 17 23 30 4.0 ft 1.2 m 4.0 ft 1.2 m 5.6 ft 1.7 m 5.6 ft 1.7 m .. 4245 Btu/Min 4.5 MJ/Min 3850 Btu/Min 4.1 MJ/Min 1998 Btu/Min 2.1 MJ/Min 1802 Btu/Min 1-.9 MJ/Min 6.8 US Gal 26 L 6.8 US· Gal 26 L 45 Gal/Min 170 L'Min .45 Gal/Min 170 UMin 5.0 psi 34 kPa 5.0 psi 34 kPa 46 ft 14.0 m 46 ft 14.0 m 7.8 HP 5.8 kW 7.8 HP 5.8 kW , 335 efm 9.5 cu m/min 320 elm 9.1 cu mlmin 25 in H2O 6.2 kPa 25 in H20 6.2. kPa. 985 elm 27.9 cu m/min 985 elm 27.9 '.cu m/miil 5100 elm 144 eu m/min 5100 efm 144 eu m/min 10.0 sq ft 0.9 sq m 10.0 sq ft O.~ sq m 6.2 sq ft 0.6 sq m 6.2 sq ft 0.6 sq m 0.5 in H2O 125 Pa 0.5 in H20 125 Pa 1137 efm 32.2 eu m/min 1098 efm 31.1 eu m/min 945 OF 507 'C, 840 OF 449 :c 41 in H2O 10.2 kPa 41 in H20 10.2 kPa 164 psi 1128 l<Pa 149 psi 1024 kPa 1596 fllmin 8.11 m's 1596 fVmin 8.11 m/s 2100 ::50 rpm 2100 =50 rpm 34 kW 34 kW .. Rated power available up to 7200 It (2196 m) at ambient.temperatufes up to 104':' 140=C) or-up to 1000 ft (305 m) at amoienr temperatures up to 122°F (50'C). Above 1000 It (3b5 ml.. derate at 1% per 10'F (2% per 11 'Cj aoove 104°F (40°C) to 7200 ft (2196 nil. AbOve 7200 ft (2196 m), derate at 4% per 1000 It (305 m) and 1 % per 10·F (2% per 11 'C) above 1 04;F (40=Cl: ... I Specifications May Chan~e Without Notice. Onan Corporation. 4/90 Builetin DSS-125A , II II II ~ , II ~ II II I, ---"t 'I I ~ ! 100 DGEA 50Hz Operating Data eo°c Alt 105°C Alt 110/190 120/208 127/220 110 :90 120/208 127/220 220/380 240/415 2541440 2Z: 380 240/415 254/440 ------------ U6 1.47 1.31 2,:8 1.73 1.55 0.15 0.13 0.11 C.:9 0.16 0.14 0.11 0.09 0.08 O. ~.:!. 0.12 0.11 o. i 1 0.09 0.08 O· .' . ,-0.12 0.10 0.07 0.06 0.05 0.09 0.07 0.07 Broad Range Broad Range 123 123 330 280 209 208 110/190 115/200 120/208 127/220 220/380 23D.4C1l 240/415 2541440 110/220' ------------------ 380 361 347 328 190 180 174 164 378 STANDBY PRIME 1.4 1/2 3/4 Full 1 .! 1/2 3/4 Full 25 50 75 100 23 45 68 90 ------ ---------'- 2.2 3.5 5.4 7.3 2.0 3.1 4.8 6.5 8 13 20 28 ~ 0 12 18 25 4.0 It 1.2 m .i.O It i.:;; m I; ~ v.o It 1.7 m 0.0 It 1.7 m 3424 Btu/Min 3.6 MJ/Min 3160 Btu/Min 3.3 MJ/Min 1248 Btu/Min 1.3 MJ/Min 1123 Btu/Min 1.2 MJ/Min 6.8 US Gal 26 L 6.8 US Gal 26 L', 34 Gal/Min 129 UMin 34 Gal/Min 129 UMin 5.0 psi 34 kPa 5.0 psi 34 kPa 46 ft 14.0 m 46 ft 14.0 m 4.5 HP 3.4 kW 4.5 HP 3.4 kW 285 elm 8.1 eu m/min 21;-vi elm 7.3 eu m/min 25 in H2O 6.2 kPa 25 in H2O 6.2 kP~. 820 elm 23.2 eu m/min 820 elm 2~.2 eu m/min 4250 cfm 120 eu m/min 4250 elm 120 eu m/min 10.0 sq It 0.9 sq m lO.O sq It 0.9 sqm 6.2 sq It 0.6 sq m 6.2 sq It 0.6 sqm 0.5 in H2O 125 Pa 0.5 in H2O 12~ Pa 974 elm 27.6 eu m/min 887 cfm 25.1 eu m/mln 870 OF 466 °C 750 OF 399 °C 41 in H2O 10.2 kPa 41 in H20 10.2 kPa 155 psi 1069 kPa 140 psi 966 kPa 1330 ftlmin 6.76 m/s 1330 ftlmin 6.76 m/s 1850 ±50 rpm 1850 ±50 rpm 25 kW 25 kW Ra!ea power available up to 6500 It (1983 m) at ambient :er:::e'atures up to ,104cF (40°C) or up to 1000 ft (305 m) at ambient temperatures up to 122'F \5'::': , Above 1000 ft (305 m), derate at' 1 % oer 1 O'F (2% per 11 'C) above 104cF (40'C) to 6500 1: : 953 m). Above 6500 It (1983 m). dera:e at 4% per 1000 It (305 m) and 1 % per 10°F (2% pe' " ::;) above 104°F (40'C). DGEA Diesel-Fueled Generator Set Specifications Ala: Change Without Notice. ! I I I I I I ~ I I I. i ! Voltage SeJec,tic:ms 60 Hz, 1800 rpm, 3-phase, Reconnectible Broad Range' o 120 208V 0 240.416V o 127 220V 0 254,440V 0139240V _ .02i7;·480V D120240V 60 H.z, 1800 rpm, 1-phase* Reconnectible, Broad Ran'gt! . o 120. 240V QO Hz, 1800 rpm 3-phase, Specific Voltage o 220;380V D 347/600V 50 Hz, 1500 rpm; 3-pnase, Reconnectible, Broad Range o 110, 190V 0 220,380V', o 115 200V D 230AOOV o 120. 208V -0 240i415V . o 127.'220V [j 254,440V .0 1'00200V 0 115i230V o 110220V 0 120r240V ~ 50 Hz, 1500 rpm, 1-phase* ' Reconnectibf'e, Broad Range ' I 01 do. 200Vq 115i230V o 110 2~OV 0 120,240V ·S·lngle·phase'power c,ari,be tak~n in capaciJies up.to 2/3 of the rated 3·phaSe kVA with the stanqard bro~"d:range generator. Contact your auth'orized distributor for ayailabillty of option~1 gel1erator. for filII ri~meplate power output., Standby Ratings" The standby power rating is applicable for supplying, emergency power for the duration of normal power ihterruption. No overload capability is available for this rating. " . Pr.ime P9Wer Ratings The prime power rating is applicable for slJPplying ,. ", electric power in lieu of commercially purchased . power. Prime power is tHe riJaximumpower available at variable load for an " unlimited number cifhours. _ A 1 0% overload capability' .is available for prime power ratings per BS 5514 and DIN 6271. For peak shaving, -interruptible service or base load applications, Consult your authorized di~tributor. , Ratings and performanee .exceed conditions set forth in ISO 3046. Note: Ratings and performance data apply " to standby raling with number 2 diesel _ fuel. Contact an. authorized distnbutor'for ope~ating characteristics at otherthan stated condItions. - Onan Cbrp9rallor. .! 90 Bulletin DSS-12SA I I I I 'I I I I I I ,I I I I I I I I I Detector-M Control System' • Monitors engine performance and AC power output. • Controls generator set start and shutdown. • Automatic remote start. • DC panel lighting . • Vibration Isolators protect control panel electronics and circuitry from generator set vibration. • Analog Instrumentation displays performance trends Rugged. Non-fluctuating, easy to read. Control panel shown includes optional AC', Meters and 12-Light Monitoring System. ' o Standard Control Features .Run-stop-remote switch -Remote starting, 24-volt, 2 wire .Coolant temperature gauge -Field circuit breaker o Optional NFPA 110 12-Light Monitor Engin~ monitor with individual 1/2 amp relay signals and common external alarm cpntact for each of the following conditions: -DC voltmeter .Oil pressure gauge -Running time meter -Fault reset switch -Lamp test switch .Cycle cranking -7-light engine monitor with individual 1/2 amp relay signals and a common alarm contact for each of the following conditions: RUN (green light) PRE·WARNING FOR LOW OIL PRESSURE (yellow ligr.;: PRE·WARNING FOR HIGH COOLANT TEMP (yellow lig~il LOW OIL PRESSURE SHUTDOWN (red light) HIGH COOLANT TEMPERATURE SHUTDOWN (red ligr.rl OVERCRANK SHUTDOWN (red light) OVERSPEED SHUTDOWN (red light) RUN (green light) PRE·WARNING FOR LOW Oil PRESSURE (yellow li~ht) PRE·WARNING FOR HIGH COOLANT TEMP (yellow light) lOW OIL PRESSURE SHUTDOWN' (red light) HIGH COOL:o.NT TEMPERATURE SHUTDOWN (red light) OVERCRANK SHUTDOWN (red light) OVERS PEED SHUTDOWN (red light) SWITCH OFF (flashing red light -indicates,gen~rator set not in automatic start mode) lOW COOLANT TEMPERATURE (yellow light) lOW FUEL (yellow light) TWO CUSTOMER SELECTED FAULTS (red light) o Optional AC Meter Package Order with NFPA 110 monitor to meet code requirements. -AC voltmeter (dual range) -AC ammeter (dual range) -Voltmeter/ammeter phase selector switch with an off position -Frequency meter -AC Rheostat (panel mounted) for ±S% voltage adjust Generator Set Options Engine o Heavy-duty air cleaner with saiety element o 120-volt 1500 W coolant heater (thermostatically controlled) o 240-volt 1500 W coolant heater (thermostatically controlled) o 120-volt 150 W lube oil heater o 240-volt 150 W lube oil heater o Electronic governor Cooling System o Remote radiator cooling Alternator o Anti-condensati9n heater o PMG Excitation o Full Single phase output (non-reconnectible) o 80° C rise alternator Control Panel o Remote fault signal dry contact relay package o Run relay package o Low coolant level shutdown o Time delay start/stop o Control ami-condensation space heater o Oil temperature gauge o Tachometer o Wattmeter o Power factor meter o Panel mount engine speed control potentiometer o Emergency stop o Over/under voltage relay DOver/under :requency relay . Exhaust System o Industrial-crade exhaust silencer o Residenti;l-crade exhaust silencer o Critical-grace exhaust silencer Fuel System o 195 gallon (738 liter) Sub-base tank o In-skid day tank o Day tank rupture basin Generator Set o Main line citcuit breaker o Ac entrance box o Battery charger. equalizer, flpat"type o Batteries o Spring isolators o Remote annunciator pc:!nel o Weather-protective enclosure with mounted silencer, o 2-yeC!r standby warranty o 2-year prime power warrclnty' o 5-year ,standby power warranty o Export box packaging 'Available in Norti:1 America only. DGEA Diesel-Fueled Generator Set Specifications May C"ange Without Notice. O~a" Corporation 4/90 Bulletin DSS·125A I I I I I I I I I I I I I Outline Drawing 60 Hz: 125 DGEA 50 Hz: 100 DGEA E1.ECTQrCAL STuB-liP 5.50 x 24.00 " (I.WI (607) 2x 2.0C IS· ~-----------I '- HSG. 59.00 : 149Q ) C8TAIN INSTALLATION OUTLlrE ORAWlr-G 500-2599. l/ This drawing is for informational purposes only. For specific construction details, obtain installation outline drawing from your distributor. 4 dd ~B td" D+ ~(A b..-b t\..se iwJ. I Mt:., ~ee.. nQ.xt P1?.8 e . I I I I I Onan Corporation 1400 73rd Avenue N. E. Minneapolis, MN 55432 612·574·5000 Telex: 275477 Fax: 612·574·8087 Onan is a registered trademark of On an Corporation ©1990 Onan CorporatIon Printeo in USA. ... :-~.s. € U' ~ S.3 ~t;;ES (OIfoENSI~OI ARE :.oSEe =-C;R vI6I?AT!CN ISOLAT!ON "'fTG. ~~. "Tb7)CEPT ON SUB-BASe: ;'ta .:: • .tx ;11 .~o HOLES ARe: FOR St..6-aAx =t;fL r4"", MfG. ONl,Y. CE!"TER OF' GRAyITY JlfwlENSICN ".,,- RANGES FROM .~~.i~1 TO ,i~7~} 01.'.40 ( 112) -=~::_ :. -':':' .. "-S:crON \ =;?~''=2: .: . ...asc:: -----'!--..:.-.--------'-.-- -:::_ CHECK Ight oused: Housed: I . I r --l---r , ,'./ . . I I -I 3J.~J2 L' ~G'J' .or 7) . 1 -1 / I • 3/0) L I I '2.' • b----~----~.~ -.50 I ':'451~ ~-- 2990 Ibs.i1351 kg. 3395 Ibs.l1541 kg. Wet Weight Unhoused: 30841bs./1400 kg. '3489 Ibs./1S84 kg. Housed: See your distributor for more information. Backfeed to a utility system can cause e!lIi;troclJtlon and/or property damage. Do not connect to any building'S electrlcal'system except tHrough ~n approved device or after building main switch !s opened. . Detector is a trademark of Onan Corporation Cummins is a registered trademark of C!JrTimins Engine'Company 4/90 Bulletih ,ess· i 25A .-. - - - - - - - - - - - - --. - - - - SIDE VIEW' T w~ ~ 1 I I I I I I 1 1 \. I , \ ~ 1 S1fltWIU lira 1UlU:!i -~l(O 10 ~ fI1DlH G -tNWtt 110. WPPtY .~. 1/2~ N .. t II -...... IIll. 2" • -IlIU lDO. CWtGr. 1-11r nPr -1-._ ...... (opt).. t'" IIP1 K -\lOt .... .-".-.. , I. -[lWIIlI£ An. HllllAH -/ItME. t~ 111"1 H n I : t II Jl I I II 1l J I II It r I I ; u u r ~ UlU: S1IPP~ in E\'l/l'1 WJOIl '1I~C 1(01.£ 2.4-\MlIIIIIIIII O£IIJER aWlHa 51)[ 5111'POIIlS - 7 etA lOP. BOtlfM It -.NJt.£S -\2 CiA lOq eAPAQU -t2.8DO U1S ~u" «EQtt -.. In u:n stll: TOP V1EV p-tl[)utnlttla tIJl.ES w/SUPPORl AHQ£S (TiP) ~. (-!2_~:O I ) ~ {____ n= I . ---H~NK *lO.25~ in 1 I T COniU1T I tb-tG l STU9 UP I fA D .~ . "H Q::>ENIN6 'I I ! i I · i. tt. r J -". ; K;....· . l · I 1 1 • .t. I .. 1-.. .1. .... .' -.--.. ~F ~ , --I 'R Jobl 9.l{)308-LlJl. DPEfntms LEf"T SIDE . ----..... --RAY"" .'~" ••• t. .. __ ~ ••• ___ •• __ --._~ __ a z 1..1 0:: a ....... <t 5 <t. a::. RADIAT[]R END VIE\.J 102.250. :JS.i)QO 1I4" DRAm 1"4 ' GEtl-S[1 2,475 7~4 1 b5 744 lbs nmENSIONS 3~ •• )0(1 32.60(1 3LOOu .913 CUlMlNS Wf;ST ItJSinoct: OF OPENUIGS fROI1 T~Hr. CUnER -Dlfl[NSION t. f.el SuPP. y (&) 10, •. 500 l low-Lv) -S. (JI 13.00. "' .. nual Fi'11 un 13.000 l Vent Ik) 10.50t " ~u.""i fl .. ~ ... CI ."\ 1~. nih', ~1f:llpl IIp't-m-n n) 10.50~ I I I I I -- I I I I I I I. I I ... I I I· I I I I I I I I I I I SDG~. . , 'wn nil f San Diego Gas & ElectrIc 1623 WEST MISSION ROAD' ESCONDIDO, CA 92029 l'1arch 12, 1991 LINDA DAVIES UTILITY SPECIALISTS INC 4429 MORENA BLVD SAN DIEGO CA 92117-4325 Dear Linda: Subject: Calavera Hills Village T-South Sewer Lift Station FIL.E NO, PI,A 59.0 PROJ# 006174-010 Thank you for the plans for the above project. The proposed transfopmer and meter location to serve the lift station as shown on your plans meet with our approval. Should you need any additional information, please' let. me know. Sincerely, ,)1.'~_. Michele Jones Project Management Specialist Telephone: (619) 480-7651 MMJ:kms . I