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SEISMIC CALCULATIONS 1/19/2015 Insp.Date DK BARBER RCE 21,110 exp 9/30/15 <br /> 1/26/2015 Calc.Date pg 1 of 4 ref ASCE 7-05 <br /> OWNER Quick Truck Repair Rajinder Singh 209 547-9210 cell 510 557-6988 14 'MI.Desgn u.as mr <br /> ADDRESS 1950E Miner Ave. gimes.&other stnxtares <br /> Stockton,CA 95205 - - <br /> Lat,tong. 37"57'30.65"N,121016'02.09"W Perkins Welding Works N-S XSec <br /> TANK ID Waste Oil 1,000 GA <br /> Description Sngl Wall Steel Cylindrical Horz in pan <br /> (Ib/st) Length Width DWIPanw.n Weight ,� 12.1 Pa Hro. <br /> Est. FT(Do) FT(oD) FT(Do) LBS W assume no insulation@. <br /> Ends&SidesI" 0 LBJSF <br /> Outer Shell 12 ga A-36 4.38 12.16 3.96 3.96 770 r"aax - E-WXSec 1E-- urath0D=U16ft <br /> Pan 12 ga A-36 4.38 14.00 5.00 2.33 694 ray X69{ 90%full a maxlmum per wde <br /> Insulation None Saddle 2@C3"x 6 inside pan 100% full Is possible <br /> nota l2ga'"barem.tak 0.009 Rthick�501.e1lb.percu,k.or4.391b/sf V Pan HeIgth 133R <br /> Support (4) C3"x 6# 6.0 20.0 120 3.96 R loin <br /> Fittings-vent,Rll LS 50 V 3.96 R PD) <br /> Total AST DL 1,634 7C�--- 0.25 It IS In channelpmposed) <br /> Nominal AST Capacity 1,000 GA manor-sssn ca,^sr- <br /> Contents Waste Motor Oil,assume SpG= 0.91 au-zulnnertank <br /> 7.48 GA/CF 56.8 LB/CF(.( 7.59 LB/GAbm) 1 5.00-3 separate from outer tank <br /> Calc.Vol. 163.1 CF or 1,220 GA or 9,261 LB(muTheoreuca DL LL <br /> LL Total <br /> Work.Vol.@ 90% amhee In an, a 1,098 GA or 8,335 LB(Fluid) 1,634 a 9,261 = 10,896 LBS <br /> OWNER Quick Truck Repair DK BARBER RCE 21,110 1/26/2015 <br /> Code Rel":ASCE 7-05,CBC 2007 pg 2 of 4 <br /> Set 15.7 Tanks&Vessels <br /> 11.4 Seismic Ground Motion Values <br /> 11.4.1 Mapped Spectral Response Lat.,Long. 37"57'30.65"N,121°16'02.09"W <br /> Rg 22-3 0.2 sec j 0.70(Stockton) Short Period RECEIVED, <br /> fig 223 1.0 sec SSt= 0.27(Stockton) 15econd Period <br /> 11.4.1 Site Class <br /> 20.1 Site Classification Stiff SDR "D" MAK 13 2015 <br /> 11.4.3 Site Coafflcfents&Adjusted Maximum Considered Earthquake(MCE)Spectral Response Acceleration Parameters <br /> table 11A-1 She nt F.= 1.3 Sm=FA= 1.3 X0.70= 0.91 <br /> table 12.4.2 Sheruafgci.m F"= 1.8 Sm,=FaENVIRONMENTAL <br /> 1.8 X0.27= 0.49 <br /> 11.4.4 Design Spectral Accekrratran Parameters 14C Q'TIJ°COR OTj ACh[T <br /> 11.4.3 Sos=2/3 Sty= 2/3 X 0.91 = 0.61 <br /> 11.4.4 Sp1=2/3 San= 2/3 X 0.49 = 0.32 <br /> 11.5 Importance Factorand Occupancy Category Sbfferod Fnma jr steal.nckned AST <br /> Occupancy Factor Table 1-1 Low Risk Cat I R=?, = 1.5 see TABLE 15.4-1 Seismic Coelidents <br /> 3.1's,30yplp-5-3 miPnnenc"Frmr IP = 1.5 reference 13.1.3 Component Importance Factor"contains hazardous materials" <br /> 11.5 sebmicDesign Category S3= 0.27 is less than 0.33 and Occupancy Category is not N, .All other structures shall be assigned based upon more severe <br /> table 11.6-1 Short Period Response Acceleration Parameter -���"B" <br /> , ''7 <br /> table 11.6-2I Sec Period Response Acceleration Parameter �L_�select worse use <br />