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<br />Status
<br />.4000
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<br />-...-60
<br />ANCHOR
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<br />5 Warnings_.
<br />To avo tl fliIIII of the author pitVe the requr£d 1YuCY.raxs can be caleutshed rn PROF IS AnJnr. Load m-drttib intAa On Ire ar6\IDrA hire ll,
<br />r " delorlarruleofToArdiiplatePronetoamde'ed.The' aPGter II, HaInlell_o be,Ufilie'll is n nute,imt to 4. 'j"0 ,d 1111.11
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<br />• GI KaLk,1qit mnbar Of INV sVi the IlFticne',11ai are the shear reossViG ire AsTowed -n acoodance loch Act 318 or Inbr I<Y']+eandard.
<br />•
<br />All al t4x r dos.0ri ap oa.[ for hilthbirettassignial to Seismic Oesan ^ h>goly C. 0, E a F a gii ACI a e 08 AIVI rex C, P l OG 1A tont
<br />reg se govarfgCsen fulengtho anaYvhor>ty^JF aP alhVebhatilcV by t%rz'0aleel yiura.IflhlssNOTheraerm03.3.G
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<br />0.37:6IAdetarm na f .ky a -z rn \..Ada _, .yl, tte..esl9n t.naisicrs N Aul 31A G8 AS6E 7 Ptd the govt: n nq buJdng wrdm.
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<br />car nsvtlfg lC..rxfergu Luque Y4el3l Ij a7"'orca level rM 9�s)gn strel0 t. hulafod pas AGI310-08. rnn3.3.3
<br />Fastening meets the design criteria!
<br />nAC iC R.wKK(-.}�e?�. YN�4R. �`.n 3.Nayl �4u xa'�a9ueN wcrv�'e,K ov �Ua,a-fcr_%ti:
<br />ABOVEGROUND 4,000,GALLON DIESEL FUEL TANK SEISMIC CALCULATION (CONT.) - AS BUILT:
<br />SCALE: N,T,S.
<br />MM70
<br />.hit, heProfsAnchor 2.4.6
<br />tmupi _ KE,:gineeroq race
<br />,peclre• rr1_BAblaga r sed. 40NGOV"T
<br />Address' 2&:31 Cat•c _ B l e 110 Lail Ina H Vs CA .265.1 Sus'Holc^1 I Pas NO QCf9ainbol Saint Are
<br />Fhona l Fax. 9ea380318131 rAG5,WA-1S4 Dnle: 3/132014
<br />E-AtaA Fa1`EMiIVIj rrnn
<br />6 Installation data - _... _......
<br />AilhI r PI t,. steep. W type and Cisnleler ih k Got TZ- SS 364. 5i8 (4),
<br />PrlAio t On In i1>que_ 620-001 i(Lit
<br />40le dameer Tdla (Ytur3-- 44co ,a --ria, in te.zasemaledai. 0F1Ein_
<br />Plate P k less (9pitS - Hse dep h:^ the be. material 4 7S tn.
<br />R ratlwJ p
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<br />Coordinates AurnVor In
<br />Anchor x y c, c„ I, c.r
<br />I a. 000 0 G)0
<br />7 Remarks; Your Cooperation Duties
<br />• Any Snd at 1.1foi "lid do, 11,11Ar2 .1 the So" Bfo Kele sclely*he tee of NIh Xoitltt Ire 11a flased CM AR Urr6pleS iirtrbues and
<br />rs,V Aly re7rtia ipllS Inscoild fca ME litsbaii al dl! Cl.oral 'A Iplant, o fng and aMVVV,y:- i\WVici Cc ti` i Y' jbe a{duly
<br />Crony Is Weh byt1,:osal, All figW(}eU;as.'a4 rtK,oV ar a aY-rape 51 and If tiobd ica-speotV Vids are i( uL'.+Id,iicd p1V, too isg
<br />therueyzel Hitllprarluc! `Pbr¢su95 er Eho caicvltdipn esti ei n'Jl by means b`;NC:a(1wuz2eDs..d rs'EN ally On ihad'ata You Mui In
<br />Tha efors pe CPa.tt smrrespoll V 1.1 �'aalmellitl III s.11econl 1h1Ks and Cri h Pyne ollaller,aihoyou
<br />tdori rver y.4.,440 sVANesp.. is e,s] for av la Ar'la is.usn E,1nc".cmaFlo a.fr w aixl The ed yen oms% V, . cine, aid t r3r.st to
<br />romp: race m+ih oof setDle nor ie u S Illinois.P Oc' a ael ri f e n !Co year s The OB W ], •hare se•ves a a a sod w sntaq>ret nan-1rn
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<br />aopt lcy,on
<br />• felIi-assclre s ,,Ileasonai steps to prevent of Irmo damage rallep By The SaKyZit In Pn`ou ar. Yee mat arr34e Or Ss
<br />I." up It"AtLove n ouldad IM1 la:YyV IC '3 b. Ga ry Ol.i ti' APnJte4 I YIL i.1l aL44 I IDf P. ,I x110 �Iaf D2 $. ifyU )J ittr4R
<br />tf•.e t t ioUpd T2 fr „c4cr £iF SCRatr.+ yeu mi st ensure that You are Voing :he curaid end thos ort mla e h rs o f the ,oiiwarc n each e356
<br />vY +ry y u,A zine 13PC2! a 'a IDy 4 Iv WeGsls. Hilh w.l irol txe IIaOa fo A e .rancr.,, vch A5 Ee4 a <>v. y k>sl .,* dan,asod da a or
<br />prnyr ons a, a ng Pro, a r Ji a r',e tornal I of duty by You.
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<br />SEE SUPPORT
<br />OETNL
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<br />1
<br />--------------------
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<br />--------------4
<br />0 2'
<br />FRONT VIEW
<br />_
<br />—C 6X8.6
<br />b
<br />4
<br />ANCHOR
<br />(S TOT.
<br />�SUPPORT DETAIL
<br />CQMI
<br />WHERE LOCAL AGENCIES REQUIREMENTS
<br />ARE MORE STRENGENT, TIME FOOTING
<br />DEPTH NAY Or- INCREASED WITH NO
<br />CHANGE IN AREA OF STEEL,
<br />THE 1" CLEAR FROM 601 MUST
<br />BE MAINTAINED,
<br />110,SI
<br />1, TANK DESIGN BY 01
<br />2, USE STAINLESS STEEL HILTI
<br />KNIX SOOT TZ OR rOUAL
<br />3. ALL STEEL A-36 OR EQUAL
<br />4. SEISMIC SITE CLASS O, SEISMIC CATEGORY D, 130 MPH
<br />5. I 7.5 SEISMIC
<br />6. Q = flood PSr MIN
<br />7. ('o 4500 PSI e3 28 DAYS
<br />8. REINFORCING STCEL, ry - 60,000 PSI MIN
<br />9. CENTER TANK ON FOOTING
<br />10. OESIGJ PER COC 2010
<br />7'-71"
<br />I
<br />SIDE VIEW
<br />___._...........
<br />EDGE1F AIL T
<br />A.. I1- b r. The,
<br />/2"
<br />5/8"0 HILL KWiK BOLT
<br />W/ 4• EMBED
<br />(2 BOLTS EA: SKID)
<br />,NU
<br />DRAW;, IG T3Q FDUM Il ar See
<br />cc tipHiAl SE
<br />if d, viii w RE r Evne w( ne COl11LN5 USED
<br />n ANY fOflM &I:NfNt E%FNkSS NI14nkN PLRYI rW
<br />--.
<br />E50LUTIONS
<br />12340 Santa Monica Blvd. Suite 133
<br />Los Angeles, CA 90025
<br />310/207-8548
<br />Peterson Hydraulics, Inc.
<br />1653 W. El Segundo Blvd., Los Angeles, CA 90249
<br />Phone: (310) 323-3155 Paz: (310) 323-3606
<br />Licenti 631515 www.petersonhyd.com
<br />"Providing Service To The Vehicle Service Industry"
<br />r
<br />KEY PLAN
<br />IL
<br />FIRE DEPARTMENT
<br />SUBMITTAL
<br />REVISION
<br />As AS BUILT DRAWINGS
<br />SAN JOAQUIN RTD
<br />BY DATE
<br />P. H. 081715
<br />SAN JOAQUIN RTD REGIONAL
<br />TRANSIT CENTER
<br />FUEL SYSTEM
<br />A.G. TANK SEISMIC CALCULATION
<br />- AS BUILT
<br />NORTH
<br />B3023.00
<br />AS NOTED
<br />17 APRIL, 2014
<br />FS11.02
<br />III
<br />
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