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<br /> mvw.mth.us Prof is Anchor 2.4.6 WWwnati_us_..., _ .._m -.-.--- Profis Anchor 2.4.8 wm„hau us Profis Anchor 2.4.6 SOLUTIONS
<br /> Cor KG En Kean Pae - 3 CMnpanY' KCJ 5W neeru Pa e. 4 -
<br /> nPary g np g a3 9 Gonrpary, KCJ Engineering Page S
<br /> SpeceRer rdz.saralaga Project 40006 GNAT SPect:ar: Pedal Gia'laiaga project 4060(`D W T $Pec"'er Feta Ba'ala)a Project 40006 DIVVT
<br /> ondraso 25431 Cared,Sune 109 Laguna Hills CA 92653 Sv9Plc ec".Pcs N. r 011o Maur&Clunels Aldrear, 25431 Calwl,5sto 109 Laguna Hilts CA 92653 SuL-Project l Pos.No.: Con4'n:e t sccu ions Address: 25431 Cabot Suite 109 LapuN Hin,GA 92653 Sub,ecoest i Pus.No Contelnenf Sak1bonS n�]n Monica
<br /> Phone;rax. 9z9-3808189164963&5624 Gate: 31132014 Ph,e,I Paz'. 94538035°61944588-1664 Data; 3/132014 Phone t Fart: 94w380,a136i 949-588-16°4 Dare: 3113,12014 1234M
<br /> 0 Santa Blvd. Suite 130
<br /> 6Maif FIII!e1ciz.g ,,on, fMed Elde(rykyeng c9m E.Mad F,dsi?kvang Enm
<br /> 4 Shear load 5 Warnings 8Installation data .,........ _.. ........ ... LOS Angeles, CA 90025
<br /> Loki V..e Iil ca'.0y OV,1. Ib Utfifelon)L1a V_14Y„ Status ' To avoid anchor plate tl`cinoss Can be calculated 111 PROF IS AndIM.Lead ur dalhbuions On the ar.Ci16r8 due i0 2 f/2"" 310/207-8548
<br /> I 1 P ty 0 ( t aids[Pla[9,steel:- Anchor type a,d Genletar'Kvrk Bo.t TZ SS 304,513(4) 12 8" 7'_11" 7'
<br /> F[C i., e h9:P' - d;,:� _. d3t8.. ..... C6 ''1f ........ iCbsoo bdo waroh5 of lrR anchor Pul ie are aW¢On5'dcerl FDA anchor plate is assumed to h8 sufltciabra,N T in order Prof tO be deform¢d When Protile:.. scludl t Iwqun. GO lot Mib 1+--_...._ . ___. . _.,__._..,.___-_.� ��_
<br /> Steel•zuura vi:h lever army NrA WH MA NIA sul,esed to Old loading! Hair diameter intha . lure: - Poll diicnoDr in the base Material.0.625 in.
<br /> • Co,v Ell A applies Main supplementary veriplad;tent a road.the N faaa a,nereased for nomsleel Design SOcngths except PiAlout Slrerrgth Plate it knees pripay- Hod depth in the base material 4,75D in. -a-T-t Ff i
<br /> Pry Id SbengJi• 406E 7140 57 CKand Pycctsdaeglfi, Condition app!IeSwhausopfiamen!zry roinfOKRmant i5 no(used and fenFa!bNSe,gtland Pryvut Shengill,Rear to Recommended pate thickness:- Minmum/Meknes,of The base mdeow:8.000 in. ri-n-�
<br /> Gu,ue ueu9c raik, ndGaCJon" NIA WA N:A MA yax lora! Ivroard Cleaning:Manual dealing of lee dnlled hnie axalding to icadction los,use is required. �'--- "" '----"i (TANK 5/d"0 H 'WI
<br /> ILD KK BOLT TZ
<br /> `a0th+d Yiat n hen Test bad:rt "anchor ret 'releva.=t an^.•ho[5) Roar to tUe ranufa th ere Greducl iitexpure,rer desnirg and Installation iris me us, i I _�.... A, . .._� W/ 4" ENDED
<br /> §I @ 9 9 P( Ccortl rates Anchor in, r 11 2 BOLTS EkSKIB
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<br /> Checking'netransfer of loadsaccrthe bate maRSNI and the chraf R.S15tence are equitation accord vrob ACI 318 or the mlavartMandard! I 1 5•-11" ( � 1 � OF ESSjp
<br /> 4.1 Steel Strength Anchor x y c., a., ,_cy e.r __ i i i "' QR >ilrl
<br /> • An anetrcx 11es.vn approach ice structures assigned m Seismic Orsign Cafagary C,0,E or F rs green in AGA 313.0&Appen.]x 6.1=an 0.3 3.4;hal i O W0 0 C`a7 - - - _ 133 3 -4" 3 -4" S 1 1 8' 6" ' a 1°'. 'St\ I'f�lj�
<br /> V .5R roue 101"1 to ICG ES FSR4§tt re c',+s U:e avenin cosi n,[en h of an anchor w Nmup of ar,Glors ba':imited try durAitr steel tailwe. i Ihhr N NOT the case.Pad 0.3.35 r-'1-� --- --i--- T /` lr,.�
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<br /> yV,;,•,,.a.V- Act 318 Oa Cq ;n"ef requires that the abachr ittnithe anchorus conreceng to the no,ciure.,hall Or designed so put the aRoohnent Will uncle oddheyield'e,g at L--- "- "- "' "j '--r-r-----rr-' Q' \� h•,,
<br /> a load level corresponding IN anchorlues,no greater than the wntroPjng design strength Tn Pau of D.3,34 and 0.3.15,the rh tram design 7 Remarks, Your Cooperation Duties REF suervAr -----`" "-- '- - '' h� � j'Z•
<br /> Variables strength of the anchors shat be mu:tDfard this reduction Motor per 0.3,3.6. DETAILV-A
<br /> ,i AnatcnnSve Marro design eP'a.Mto AQ1313-0S,PadD.33:s given d116C 2004,Sac(iun 1904.1.9.Tbu appmarh cv , ' - Penns' • Pry Audi as tnf"'siscn'nd,rate cantanedln(hn ¢Pware Wx0h,e^'01 the use ai Hilvi [wluCs and are ( v I' a
<br /> s'Eu+, .S , - Y ? Eased on IDs Principles,fwmmas and I ._'R- h. .___ ___ --_._ ✓
<br /> - ------ --- FX' - - lbal Analiey d¢eancdIn lesionapproac a0 AGftick in.Partg"non-s(given in SO 2004,Secan1908ln ,TCE],Sectld, 13A.2 se slea,try 3ulanons'naccoAnce:rtsuraenedItiensili I.ilonaandgDa suit
<br /> mounting and assembly lsts are to b cundueedpribIII,(dogunly p• ip'_g" C9 j
<br /> 1 613 1Q.,..63- An audy85Yeabdl0rtlail at D,33 U10 actoolnsovolaRU3.3 is givenini8C2DOBI as,d rKdhn.S9.ThisaPPmacnm11-10"Ezrsidan s• u...P :with by b,a user All r;uresofDe culateioareried cuervg,.mess SttrerSovilleMebisdesarota hrcuntldatadpn MA Iusny �- ikg I I EDGE DETAIL W NO' 6 32/� �
<br /> Ca1CWV-;FM 121411 the Applied In ietA at D,3 3V, 3pnlirdg0r6 nWNt19'Yvan Pld OF-plRl,a fertES"as de"irted pl?$(%EZ Equation l2,YY-16f EtlUatlM Tho :lauyou crs,the sce sponcill Inadnoabsenha,arftede'.s,th.neaa50evessnddeaene52de essentially to thebe databy you,
<br /> in -'---"'-"'-'- Exp, D�J/30f2D1>
<br /> P lot 121440 Thera'Ora.you tear the s espuns bury lrry liv,,g aues0mnefs.oueaoloost-scled aril tneredbyanncrulas wpo delasucady !nbyy0u. FR6NT VIEW SIDE VIEW
<br /> 9iP,5-- - l rs the ees nsibllit of rile usarn-0gn in u!ti +a uas fa gi;tar reduction fades tl€'fv ent Pian rheic Acted in ACI 318-„B,Pari M re ver.you bee sole.esponnbaity for havl,q Clete tdfs Of Yea calcaataan checked and cleared by an expaft.partr<ulariy v4ih regard ib ------- -"' """"""'
<br /> f>5• Y P n9' ! (dmrvk lv) -^ " ompkanrx with appilcapia nouns and VC Ata.peer to sing them to pre Sf�Oifc{a JNly. The IOM+ere serves only are en aitlromtarpret earns
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<br /> Results t3336to•'a`.ermina if lhaYara censist S ¢:h the design proei5dn5 of ACI31 n,.p&,ASCE7and Thagore'gng build,'g code. and p9lmnsn7(hbut a!Iyguarantea as,otha sbsance rf e!rcS,Ne cbbe.ness and here€evanw of the rvbuUs ar suitaniliy for aspeo9c `5'T A�
<br /> 10 as a neons of atisfyrul ACI 31808,Pan 0.3.3.6 asst nies the user has desrgred the eeashmeot that the anther is a L.aaon .q I-CjTWIG
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<br /> . ..._._. ,-. .... .. se v.tin§:o un3e.go dwnir Yielding as a krce level m th¢design sitenyfhs calculated per ACI 31 e.[k4.Pan R.3.33 50 12" O.C. TYP F
<br /> 6 830 637Ei" 46(,U Ycu mcSt iakd stl ne<a55ary ane 2osanabie Steps to yR'4ce[ar LTA damage CausM cy me SORverr. N panl0ulaf.you mast arrange for Ir4 OF CAL 1F
<br /> regular backup Ofprograns and data a,d, fapp:icaUa carry Ouf9 upua•es ret hes ftwdle oEered d/Hdti onareguiaf basis Ii yoL da,;W use - -- -- - - ' $S 72" D.C. TYP
<br /> 4.2 Pryout Strength F9$t2tllfl RlB@fS the design criteriafunctionT
<br /> g Ino Ac4oUptlab of ihr Sof,wara ycu mcsf ensw0;kd yvu Bible ,wr,saeenorsthuch as thafeovert, f fstISdetaild each case
<br /> by carry n0 our mamaal updates via the ti;lil Nabaila.
<br /> LOS will not R's iiab4,to �.' e;uenaas,such as the recovery of fast w damaged data or
<br /> Vs F. 4 FCI318PC8 Ea ......... - _.-.. . .... ._.__.3 "^v^•"
<br /> A._k. ogram5 ads ng ftorn a cuileaVe breach of dut'Y by You,
<br /> a V a V ACI 3115�08 Eo-(0-2) _ 5/8-0 t ILTI KViK BOLT TZ
<br /> A see Af1318-0d.?M[D5.2.1-FI .RD&2.1'b, i�' " AS REO',
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<br /> t,y 9 h„ ACI 316 Cis EC (D or A TOT. 2 CA SIDE)
<br /> 9 t ANCHOR W/ C EMBED -
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<br /> s1.n ACI 31acaEa.ro.9; SUPPORT DETAIL
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<br /> 0,7-03 din, s10 ACI 31808 Ea. tj Csr�MM.�'1. T: p1TOFE5y Y
<br /> (s Sh„) .a4WHERE LOCAL AGENCIES REQUIREMENTSt h�,E FOOTING DETAIL
<br /> 5 10 ACI IIIA-08 Eu.(213; aXnr dY
<br /> /1 CII. N ...�. .._.._.......... __--
<br /> tis k tir"I KM) ACI51&08[a.(O.i1 ARE DEPTH MA SBE INC EA THE i-TH NO w ,�Gp '
<br /> RPic MAY BE INCREASED STEEL,
<br /> Ð NO o sy* Z
<br /> C7IANGE IN +1RFR OF STEEL. m -
<br /> variabiws THE 3" CLEAR FROM BOTTOM MUST k' .� Peterson Hy eau ICs, Inc.
<br /> BE MAINTAINED. .___.... ..
<br /> _<,w ,-- .. , a. r,11 '�' + = CONTA1NM
<br /> . 16ec d.,a6l if n 7 a„ tL1 i <e LT9LCS: Oa' 3.Q• ��' SOL7T 0 S 1653 W.El Segundo Blvd.,Los Angeles,CA 90249
<br /> 0005 0604 f _..-
<br /> I. TANK DESIGN BY OTHERS FflV� --- a eE FINU coLE 4 Phone. (310) 323-3155 Fax: (310)323-3606
<br /> r Ptit 'i s1 .. .r rPsl z, use 57a!Nt.ESB iTEEL tnt71 &L U13QUI fNG e 4,000 DAL nous E 4' WALL Licensefi 631515 www.petersonhyd.com
<br /> n ,'OC - nae VADLT TANK (SV4MVT4)
<br /> KWtK BOLT TI. OR EQUAL _- ,
<br /> 3 ALL STEEL A-36 OR EQUAL J '� ilii "Providing Service ToThe Vehicle Service Industry"
<br /> Qatcutatiels 4 SEISMIC SITE CLASS D, SEISMIC CATEGORY 0, 730 MPH WIND. EXPOSURE D MM NTS 3113 q-p
<br /> A.4 Gn^t A.,,,In'1 v N Jbj1.5
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<br /> .-sre .e,., 5 i t O SEISMIC 'R
<br /> 14-.06 -".._ rtidEO._..- ..#w3...... --_1Tr T /`535 .1Nbad .__.3d�._....._._ 6. 0 „ 14,50 PSS MIN F8 RGN t
<br /> 7. f'c = 4,3QD P51 0 28 PAYS ._... . ............._ _._.. __.___. -..
<br /> Results
<br /> Vey Pill 4r"c+a E-r- Cn•,u 9V-,,.4b1 V.bbl 96 CENTER TANK ONORCING E POSTING 60,000 PSI MIN AMO vide, NOT 8E 4£PROOVCED FOR ITS ciWrptiS USED
<br /> _. B. RE'IN4
<br /> 13600 0700 ..... V IaG.... 10bi] 1140 -.-dOw.............. YNISe, NOTG 5 EP PONT, 'R ITS e
<br /> DESIGN PER CDC 2010 In env FORM contour "Rinses xwna rrnu�,on
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<br /> ABOVEGROUND 4,000,GALLON DIESEL FUEL TANK SEISMIC CALCULATION ((CONT.):
<br /> SCALE: N.T.S.
<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. 082014
<br /> DEPARTMENT CORRECTIONS
<br /> SAN JOAQUIN RTD
<br /> SAN JOAQUIN RTD REGIONAL
<br /> TRANSIT CENTER
<br /> FUEL SYSTEM
<br /> A.G. TANK SEISMIC CALCULATION
<br /> B3023.00
<br /> a AS NOTED
<br /> a 17 APRIL, 2014
<br /> r,
<br /> M NORTH
<br /> FS11 . 02
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