Laserfiche WebLink
SEISMIC CALCULATIONS 1/21/2014 Insp.Date OK BARBER RCE 21,110 exp 9/30/15 <br /> 1/23/2014 Calc.Date pg 1 of 3 <br /> ref ASCE 7-05 <br /> OWNER COVEY AUTO EXPRESS,INC. Mike Coveylr. 209464-0016 Dames..oo.L9 ft •m;n oeslgnswmror <br /> ADDRESS 1444 EI Final Dr. Cell-209993-0298 "- 29�! eugs.g ouussma3ras <br /> Stockton,CA 95205 -,p <br /> Lat.,Long. 373 57'47.10"N,121°17'31.76"W N-5 XSec 41.5 <br /> TANK ID Used Antifreeze 500 GA Mfg.Unknown <br /> No UL Tag,no date <br /> Description Single Wall Poly Ethylene Plastic <br /> 5PG (Ib/sO Height Diameter Weight(W) - <br /> Est. assume 0.98 FT(oo) FT fool LBS <br /> Outer Shell .250 Plastic 1.274 4.50 2.92 70 W <br /> Volume 225 GA ' <br /> E 90:6 full maximum allowed <br /> bus assume iW% <br /> Support flat on floor no anchorage 0 <br /> Fittings-vent,fill single 2"on top LS 1 <br /> Total AST DL 71 Cy U.2.25 <br /> Nominal AST Capacity 200 GA AST. •- I Axon <br /> Contents Waste Antifreeze,assume SPG= 1.0650%water cG,u• s.g <br /> 7.48 GA/CF 66.1 LB/CFl„el 8.84 UB/GA assume UPPing at Sox of adius <br /> CaL Vol. 30 CF or 225 GA or 1,992 US(max Theoretic. OL LL Total <br /> Work.Vol.Ca9 100% 225 GA or 1,992 LB(Fluid) n + lou ;obs 11a <br /> Code Ref:ASCE 7-05,CBC 2007 <br /> Sec 15.7 Tanks&Vessels <br /> 11.4 Seismic Ground Motion Values <br /> 11.4-1 MappedSpechnoResporue Lat.,Long. 37'58'44"N,121016'38"W <br /> fig 22.3 0.2 gee Ss 0.70(Stockton) Short Period <br /> fig 224 1.0 sec S1= 0.27 Istprlaanl 1 Second Period <br /> 11.4.2Sircpass Sits on shop or containment concrete floor <br /> 20.1 Site Classification Stiff Soil > "D" <br /> I t.4.3 Sire fee/jwtnn d Ad7vsted Maximum Caafdered FarOpuale(MCE15pecrml Response Acctlwtion Rommeters <br /> table 11.4.1 sae Coeff. Fax 1.3 SW=FA= 1.3 X0.70= 0.91 <br /> table 11.4-2 sae eeaflo.nt F,=1.8 Sass=Fa51= 1.8 X0.27= 0.49 <br /> 114.4 Design Po Aneters <br /> 11.4.3 SDS-2/3 Sss= 2/3 X 0.91 = 0.61 <br /> 1L4.4 S01=2/3 Sul= 2/3X 0.49 0.32 <br /> 1t.5 fmpertanee Foeivand Occupan Corepory gueened inure w/rtvalembse4457 <br /> Occupancy Factor Table 1-1 Low Risk -= Cat I R=7, = 15 Non-anchored"All-other" <br /> ">�...�-..� knmrtanrairztu Ip = 15 reference 13.1.3 Component Importance Factor'contams haoudom materials' <br /> I1.6 sxu Desitin Cmepwr s,• 0.27 (s less than 0.33 and OccvWne2 Category is natty,.Allamerawclwm,.nbeaulgnedbAuadupon An.n xavere <br /> table 11.&I Short Period Response Acceleration Parameter -="B" <br /> table 21.6-2 1 Sec Period Response Acceleration Parameter -select worse case <br />