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SEISMIC CALCULATIONS 1/21/2014 Insp.Date DK BARBER RCE 21,110 exp 9/30/15 <br /> 1/23/2014 Calc Date pg 1 of 3 ref ASCE 7-05 <br /> OWNER COVEY AUTO EXPRESS,INC. Mike Covey Jr. 209464-0016 _ 8.75 ft <br /> -ram tsng"manor <br /> ADDRESS 1444 EI Pinal Dr. <br /> Cell-209 9934298 <br /> Stockton,CA 95205 Ski .s 0d St um <br /> LaL Lang. 37"57'47.10"N,121°17'31.76"W N-S XSec <br /> TANK ID Waste Oil 480 GA UL# P794796 Mfg.Mar 2007 Plant 2000 <br /> per Elaine at mfg,wt=12 ga <br /> Description Containment Solutions Eco Lube Cube a ON Wall Steel UL142 <br /> ra Roaa <br /> Ilb/50 Length Width Heigth Weight �W assume no insulation@ <br /> Est. measured 0.305 FT(oo) FT loo) FT(co) LBS 0 LB/SF <br /> Outer Shell 12 ga A-36 4.39 8.75 3.08 3.00 548 puo.a., sJ <br /> Inner Shell 12 ga A-36 4.39 8.50 2.50 3.04 480 ,„..u., al sal ase 11 <br /> �- lengp,aa.g.hR <br /> Insulation None 0 0.00 2.79 3.02 - V lop l In 90%5 1.116 mazimum <br /> nem 12, °are mems a.ew RLnicY�5o1.81hRrcuh <br /> nn NtWatilR aµYmea.125Rat eaNW <br /> Support l4f C2"x7 est 4.0 12 0.06 48 Iuvwlvme t� <br /> Fittings-vent,fill LS 50 Ln , <br /> 1,127 cr,a . 3.0ZRDo) <br /> Total AST DL <br /> 151-` Lm a0F R D N w,w0 <br /> Nominal AST Capacity 480 GA <br /> Contents Waste Motor Oil,assume SpG= 0.91 top Grinner wk <br /> GA/CF 56.8 LB/CF(.) 7.59 LB/GA(a) separate ham onto tank <br /> Calc Vol. 64.6 CF or 483 GA or 3,668 LB(....retia DL LL Total <br /> Work.Vol.@ 90% uala4aar.raa 435 GA or 3,301 LR(Fluid) 1,127 . 3,301 4,428 LBS <br /> Code Ref:ASCE 7-OS,CBC 2007 <br /> S.15.7 Tanks&Vessels <br /> 11.4 Seismic Ground Motion Values <br /> ILtl Mappedbecmzxesponse Lat.,Long. 37'58'44"N,121°16'38"W <br /> fig u-3 0.2 sec S,= 0.70(sto .) Short Period <br /> fig 224 1.0 sec Sz= 0.27(stodton) 1Second Period <br /> 114.2 Site Cans Sits on concrete shop floor <br /> 20.1 Site Classification Stiff Soil -- eD" <br /> 11.43 Ste Coejjidentr a Adlusted Madmum Considered Earthquake fMCEJ Spttbpl Re+ponu Ar+eNmfion Ponmehrs <br /> table 11.4-1 see coeaant F.= 1.3 S.=F,S,= 1.3 X0.70= 0.91 <br /> table 11A-2 M*Coemoeat F,=1.8 Sus=F.$= 1.8 X0.27= 0.49 <br /> 714.4Oeslpn specml Acrelerafbn Pommerers <br /> 114.3 Spy 2/3 Slay 2/3 X 0.91 = 0.61 <br /> 11.4.4 Sol-2/3 Sul= 2/3 X 0.49 = 0.32 <br /> 11.5 lmportunre facorand Ocvporrcy fbfrpory 54Rercd Fram4w/szedeMmN a17 <br /> Occupancy Factor Table 1-1 Low Risk -• Cat R=?, = 3 <br /> i2dl�aWi-L anm Fu 1e = 1.5 reftrence 13.L3 Component Importance Factm'w,wIrs hazardous materials' <br /> 11.6 Seemk aeipn Carepary$I. 0.27 bless than 0.33.M Occupanq Category G wt N,.An other structures sha0 be assigned based upon more severe <br /> table 11.&1 Short Period Response Acceleration Parameter - B" <br /> taae 11x2 1 Sec Period Response Acceleration Parameterselect worse case <br />