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<br /> A i -sr Argl-i�31 1 t :: '.r a l 3una Ha!s CA,2363 Sao Pr le-1 Pcs.No. Center n,rt ;clstinns Address: 94931 318 So 1., t0)LIC-34 H:9e GA 52853 Sep-P`rojert l Pas.No.: (_, ta'014 Sir: ions Aedes' 25431 Caboi Soie 109 Laguna fills CA 92653 BobPr t I P .No,. r -.; .r nb
<br /> n e rax. 04g a.,_g. ;.1664 Lale. 3rlof7.n1< hf:mulFax. 048.3C0.2t861449388ICv84 Data. ;Nib2014 PhoneIF-ax' 34&3828183f549-5&&1664 Dae: o os o &t22C1a S•r"t'ons 12340 Santa Monica Blvd. Suite 133
<br /> n FCTo ,ter,. J r..v EMaN: RdelPgkCJeng.cOm E-Aia11: Fkiyl;R!kr:jgrg,roni
<br /> Los Angeles, CA 90025
<br /> 4 Shear toad -. . .. . 5 Warnings _. -... _... ___. __ ...._ __. .. ._... _._... .,... _. .._.__ 9
<br /> 5lnstallatfon data
<br /> Lead ba(Ibl veracity+V,(Ibi Uti3ixMroo fa°=V,fy't.; S0K " To avoid s lea Oahe gre m re� the requited am sett coiakness canhe anchor plate
<br /> in P1401.1S Anchru Load:rlylit bun org�n l^t to be dem1mc 0 Posher late.its - Anchor an dismerer T - S 3 ^
<br /> 942" 310/207-8548
<br /> P u, K,ek OG.i .Z SS�d4,&$f4)
<br /> 4ie¢t t-a„gttY __. 4D00 _ 3078 ........ Be - GK ._.......-. !as,ir.de` malmns Gttheartetror plai¢are not cdnSldred.TTlu anchor Fld!eis aasunraflot>e w6ic er`IystiS:in or2enwt to be derom,etl wren Frcf:Ip: p hwty sad
<br /> .,ubJelteJ to the!oadn9! - ste aaMIF qua 720,01osero b
<br /> Sleet a�re vin,Lvrr arm}' NTA N/A FA R'Fl h to micu:er in,Y:c fx'11re'- Ha"a depth' r n the
<br /> ca Lem tmlcn4L 6 025 in. I ' - - 13 i 942"
<br /> :-rycvt Mira:NP 4000 7140 57 CK • ContitianhaPp eA w1•cn supl.ifnentary minforcemeni is used.Tip a cr':s ncra s¢tl for ron.sta¢I Oeel;ta Slrengtins exra,I P,tFIpul ShP.Mih (late Nickn^vss;rnlxd} Hain depth' the Dasa material q.75D In.
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<br /> and PrrGlit Sllt!lgltl (:CndliNfn$app'i8S'+VhelS suppiemNrtary ly Yr{OrCC'Tgnt lS ligl'Jied ind FGlr P1:IM.n$11Ef2J1l92nd{Y(YUtI9'rer(j'}l. neferto RfrNngndMl nl�.M,:lUrKS a:' N9'r�Ml!ntlt'f1;DCS8 Qf ii'3Cu'°v 1Sa:Edai:6,1M191r", {-" i '
<br /> onuele ed9@' lore edirottien`• NIA NIA NIA NIA Your 10,415ar ludf CsanIna'Manual HOotimg of t±e draledho:e asset to insbuotionc ror 80 ar¢quled _ __.__-------
<br /> 'anchzrt having lentg:'iaa loading "•arKhor yrcap ir;kval•t a'+chta°) Re.c'm fiem31Aar1-'1ped. ilil¢:aacre rordeenq and dwalanon!naEructrona. i i i i ( 51W'a HILTS KWIK BOLT TL -
<br /> ComdinatesAnchorin, r ? t 1 .....-__., W/ 4" EMBER
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<br /> • fJlrtikrcJ dtal3(ero"Dads into me baSCr;t3 Fndl al2ihP.5,hedE res Stnn:Y3arP raTtlifad n3.Corddnra+w'tIFC3i$ar(ne re¢Vani stand2rd: i � 6•-ti" i i _- - (Z ©Q,7J FA. SKID)
<br /> V1 _ - zcRst'sV th Anchor x y C, c., C r c„
<br /> 3u.ea _ ICC FS= ni anchor des: n+ing desi for encgyresa anchor
<br /> n red to SEISMIC f5addc- ateye:ry C,G,Ecrf 5gn'en'n vf. 313-thi Appendix U,Pad 17.334that ,. - - Y t e .
<br /> 3'I 8 6° ..� ' ° FF[i i 2�(J
<br /> „I?v3u2 Act3okGd SR-1917 requires trayv lddasgnst 141uroa?a 't.orurgrdl,0hF ouvahsbc '.rll he Olysedseelfanec ifihs's NOT lharase Pad033.5 f- P0,.0 V.Jp6
<br /> I V,,,", JACI31&0$Eq ,bfrl r¢glrires that o¢ait' 1lrerit, Itna, hhr+s vo nesting 10 the stn e.urg she!Ibe de¢9'Ld.,o'kaltheq,aGhnlertwIll ondNgodoad¢ylck'iny at _ _ _.._ .__..J inn____,-_r -' 12" p�L_,�A+'}_
<br /> � ___ _
<br /> alead level orrri Jing to mtch fucur no Bina vll anilfteellscattering design s.rem9T.!n!ieu otP3.].4 and 7.3.35,ftminimumeesign 7 Remarks; Your Cooperation Duties SIE s+r tx>Rr' ,,,,,_= -��=. _ _-I_ �`—_.-'-I. + '. -.Nv �)/��{ Ap
<br /> Variables strarlyth oR{1G erre(on shalt mt isd l-ygteS C:iGn factoY per03.3.8. --------
<br /> DETAIL
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<br /> n A„v r` le•` A,aNan':aHInimeF:or design.,,opoach to Act 318-08 Pad D.3.315 Owen in lvC 2009,Yzq!oD t a08d 9.Thus .J-. IRViVI-----
<br /> L -1 iIM 9 ,Sertio lIJA2 '_xcepC;on5' i+np alYtldll iDt+YPaFltioRantl data CU toed In the Sa:PWerG UI!M1LetYt Staley!Ae use pf Hlii F1'f#uCa4 arv13rebGSBd arssprnG(te§,fWnalPS and +' -pnr+'„r,S,._
<br /> 416 gry LretruaY:x•aAP'igC In Ileo cfD 33?m'aP5!icatc s-.voF '+9"non-slNCWral components"-asM:fr,P.d''I FSf,F T,Section 133?. s^surity rp,-Tviapcn5,n 9ctGrda^Ce wdhlliN,rs lerAnicaldireu:Ges and nperahn
<br /> g 'Lid,o gGnO M$Pmby aK (to b. aDrdl e S.CJY
<br /> An DY,ernbe opl'aafdCSicn„UGIUfoh l9 ACi '&GO.PMlD3.3 i5 given in iEC 2DC9;",.t�.f.".ion 190a.19 7hi42ft-rgach CO(de!ne'FYrkpliDP8' wlnp l¢d wqh by tlx.user, All}figures cur'laioed L,star are av¢r23e hJures end,f:erwpEr.Barb ,peel^,c kali a.a'N U2 GN,d.c e,9Poor VU uSin FD--3. - I f - -
<br /> Calc+lations 9 �-. �' —"i
<br /> thatnaY ba a>pen in l:eU dl�.).3.3 for a,piicaticns invo'ving'`.van ak�ofaane`crces"as defred in ASCE 7.Etiue6cn 12.11 or Equation the rcdevLnl HiNa proUud. the re511s of Calcvlaf!ans carred cut by means of Ffwe So@wa?aa're based csserd!aily on iha_tlaa you Dui in. EDOE DETAIL
<br /> Ib) 12.14.+0 TY' retrre nubeaNhe sate roe onsbl' -------
<br /> Y p ,ty?dr Phe ahsonca of er•ors.the camplglonlgss aryl tre re:evanca oil," tn';-a ryuthbY You.
<br /> rare _ FRONT viLW s+oE v1Ew
<br /> • it•s the(¢span :bilr:Y of ti'a u..z - bP.ritin3'Jaloes Fcr brdte re«i'on tadcrs(, ,,,,;',uJ tliYarent Lha s llvt,e r'.ota in Flrl 919_L'S,Pan Mar ,,r Yodn ,,unable nodnif and or hasrsy or to asps of to ca culat ape ac e aby Pie%,. re expert pnriculany d n reg spoil
<br /> n r u,P acne wi.h out any guarantee
<br /> norms and o the a,ieffe, f der there idr rear ess arc ftheR y. The`7"a':wa19 se•szs r sui as an 10,a pact retnonna
<br /> Basalts OcIec: ollor min f,lh0 adi ssf of
<br /> hr i'El3 p:o'+isiorncr",3 � 3-!iR.A$CE7ai�dati cur jus
<br /> <vda, atx7pfuirth without al:Y BVafanie&a5 S0 the 2bserrCe';f kaors,the 4otreC(f,es<aM the lE.t Sa..cy„LPs rebuhS or sui[aCili; tams tifiC
<br /> Se¢ctlnn ai d . ," 10 xs a neary ct eCSMrO PCI 484A P R n 3 5 a>ewrM1es IM user hatin"s ¢tl lha atbactment(haz the anchor is Y
<br /> 7a'nl Ha„' gv..-[b; VAIbI 9 aPPl. aJdn.
<br /> OA _. " 0636- aiDb Biwa _.-. oar necP,9a sd=r go Cutte¢yeld'nga auraleve vtha.,eGy n. eht s.aicula¢d per A41373 T2 P..rxD1S.3.
<br /> You n:rst taker ail necessary and reaaGnatlle stops to grcwcnt or amn damage wased by be SCY.u'a2. In p nin;lar,yarn must arrarga Tor J,c 12" P.C. rin
<br /> J eguWr tackup of poyrzms and dao and it appifcablo tarryadtheupc'a!es of ot`r:red b' H,t'A,ale u?nr L•aax If oudo utux =r fir.—..rs:a—m-.r -
<br /> Fastemn meets the design criteria. g Y — a — s lz° D.C. ttP
<br /> 42Pryout strength he AstoUpda'efurclon fila SofAvare you mustnsura that you are using the curantDttlfh up-lo-da' veraion Cf tb:3 S,^v,"re neaCh case
<br /> ((A 7 pY Carry {cut oar G'I a cedpua v a ll':a H'RI only bL, Y.Illi Wer nW kx;IVabIN FDr rx.,Gglle.x9.w--1' 5 fYIC k'C:ouerJ of 19SI m Jantag¢d tlataur -..-.--C 6x8.2 Sal
<br /> \A. ) e,,, :..ma Nb.} ACI 318-W Ep.(JSO) p gr4rrs,d(5!i+y FOII18 Ji0aUi2 b.CACh n(dllly by XOtt
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<br /> 't V"LV. ACI 31&GCFr.(0-2) -y — ."-' ....— 3• r,_; �;- .' Q
<br /> ,,, See ACI 31E:5 r•Gd 3k�i 'rig.liU s.2.l(b)' ''< -- 5f&°m HILP KWIK BOLT TZ
<br /> ao -9hm PC1318 l)e Ea-(PO) ANCHOR Wf 4" EMBED 12" A9 REO'o
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<br /> sIS AC 131600 Fo,(D.a)
<br /> SUPPORT DETAIL
<br /> (6 rnr. z c,+, ilea) ..(- _....•__ __ �e 5r °. .� �roR x!zosr u
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<br /> ACt3t6n3Eq(o-11) C4.MNENT, err-y
<br /> (`i - Ca; ) 't19i ERE LOCAL AGENCF° REQUIREMENTS ygI O. f,
<br /> 1 sh,„ _ apt,_ a�, FOOTING DETAIL
<br /> Inpx st.p AC1318-06€q.(D-13) ARE MORE STRINGENT, THE FOONNO
<br /> n� ACI 31608 q.(U-7i DEPTH MAY OF KERFASTO WITii NO �' � zso OL
<br /> Vdaablas CIAVIDE IN AREA OF STEEL re ACE�j ., c
<br /> THE 3" CLEAR Mia BOTTOM MUST .b ,� Po -� ' ,e, Peterson Hydraulics Inc
<br /> A,y he(InI Pe! I'dI _rairIll,I ca 6D1] BE MAINTAINED.
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<br /> 2 __ d6Gti o5au rod1 w ..
<br /> NM-R; GALifC �P (x,� St)LU PIQ 1653 W. EI Segundo Blvd,,Los Angeles,CA 90249
<br /> r.ra h l sk ). s"fes l 1. TANK DESIGN RY OTNFRE - .- ---�..,, --- -- I ' FaHr Phone: (310)323-3155 Fax: (310)323-3606
<br /> i 00 � Rcoo i�' - ..1 e4ri3 - 2. USE, STAINLESS STEEL HILL err INEEI{INNG 41'00 GHL DOUBLE 4' WAL.t.
<br /> Wve DOLT TZ OR F_GUAL his VAULT TANK (SW4MVT4) lnhyd.cerR
<br /> oafcuta0ons 3. ALL STEEL A'-36 OR EQUAL 1 -'"" - "' - - Providing Seruicello,the V hicle Service Industry
<br /> 4. SE61A C SITE CLASS 0, SEISMIC CATEGORY 0, 130 MPH WIN63 /ibD, EXPOSURE 0 w+' N T 113 -
<br /> S R 2
<br /> 6. 1 - 1 5 SEISMIC Nei
<br /> It, A,n __. ,......._..
<br /> P.,;u'i 114 lm`_) r.ry • oo x e vb ,v -.�. _ 8. O 1.600 L ,F #fiN F.H, Rr"4 1
<br /> 14 t eR T44 C� P�bb - ...... b4 _.._1 u� ...._... d
<br /> Results 7. f'c 4,500 PSI tP 28 DAYS .....______ _ .__...._.
<br /> _ .... 60,000 PSI MM
<br /> _.-
<br /> cINFORCIhlC STEEL, F
<br /> ones Y IMT NPP Dboad m Cr R9d=11M
<br /> . IU ya;mra P n�u. e::-c+w oV�,li01 V,"(h] y ANn #AAI LDi dE flEGRODL'CED NilR Y5 C0.Y@At9 USED
<br /> hero C n5D D 751 ts)on 'Ir49 "'- 4p:g - - 9. 6ETliF,ft TANK ON FOOTING
<br /> 10, DESIGN PER CBC 2010 w ANY torn v!mour EX REEs x131;'er >lYt fore)N
<br /> 'W 46,&5^k5 >G#^YM6rf]31'nN P `M'e S8 MMQ',5„v 453^4 XCSVes,
<br /> .. .._._ ,. d, WY"tl A5t:k5:P[rsx•SISesYeEtilhr ES MI tlb Mtib 2 .1 N.. Mf r>k,ft P) ..- _. >n. YY'4
<br /> 4X„ ISACaY L.8rt1aXU3+t Mr3 Vp3k6A eGm Y p>.jPM&t tbJen&11 N1hOMQ Sneerer, nSUPQA"M:y(E '.O�dC-0a l4N dC.P.d bCneir 'q,vY0Ui.85eadxM Y'y X(i •J�k4l tlR i1 M '4. 4 U6' JF qp1 N ll daXY.
<br /> RG _ „ wxv.�nsm'nR u.. re+nansw.. rrs..rry„uw,Ppyf-ryyNyrfxl ere r.•w,
<br /> ABOVEGROUND 4,000,GALLON DIESEL FUEL TANK SEISMIC CALCULATION (CONT.):
<br /> 1 SCALE: N.T.S.
<br /> i
<br /> L=
<br /> O II OD
<br /> KEY PLAN
<br /> FIRE DEPARTMENT
<br /> SUBMITTAL
<br /> REVISION BY DATE
<br /> Q AS PER ENVIRONMENTAL HEALTH J.W. 042914
<br /> DEPARTMENT CORRECTIONS
<br /> ® AS PER ENVIRONMENTAL HEALTH R.V.F. 062014
<br /> DEPARTMENT CORRECTIONS
<br /> ® AS PER R.F.I. # 0191-0 M.S. 091114
<br /> ® AS PER R.F.I. # 0194-0 M.S. 091514
<br /> ® APPROVAL FOR ABOVEGROUND M.EL 121914
<br /> SINGLE WALL SUMP
<br /> SAN JOAQUIN RTD
<br /> SAN JOAQUIN RTD REGIONAL
<br /> TRANSIT CENTER
<br /> FUEL SYSTEM
<br /> A.G. TANK SEISMIC CALCULATION
<br /> a � B3023.00
<br /> AS NOTED
<br /> ad
<br /> m 17 APRIL, 2014
<br /> M
<br /> O
<br /> Or
<br /> NORTH
<br /> FS11 . 02
<br />
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