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ti S <br />_ir i ectu <br />engineering <br />pinnning� <br />ASSOCIATED DESIGN & ENGINEERING 0 INC. <br />66 E. ESCALON ® SUITE 107 ® FRESNO, CALIFORNIA 93710103 PH. (559) 431-2389 ® FAX (559) 431-2074 <br />STRUCTURAL CALCULATIONS <br />FOR <br />Swift Transportation <br />New / Waste Oil Storage Tank <br />401 Darcy Parkway, Lathrop, CA <br />GOVERN MG CODE <br />BASIC STRESSES <br />COt%'CRF.TF. <br />STRUCT. STI_ <br />1.(,MBER <br />2010 California Building Code <br />F`c 2500 PSI <br />Fy= 36-50 KSI (U.V. ®) <br />DF *2 U -MO. <br />ALLOWABLE SOIL PRESSURE <br />DL+LL------------- - ----- -- <br />1500 PSF <br />eq. Act. Fluid Pres.------------ <br />35-50 PCF <br />eq. Pas. Fluid Pres. ------------ <br />200 PCP <br />Coefficient of Friction <br />0.35 W <br />DESIGN LOADS <br />SEISMIC (CAT D j <br />SITE CLASS D <br />14'iND <br />L XP. C <br />LI E LOAD <br />0.332 x DL (R=2.0) <br />85 MPH <br />100 PSI (CAT WALK) <br />ENGINEER'S SERI. AND SIGNATURE ON PLANS 1S LIMITED TO THAT POKTION OF THE <br />PLANS RC ATED TO STRM'UKAL CALCULATIONS ONLY FOR 7 M5 J013 AS CONTAINED <br />WITHIN, NOOTIMRAPPROVAL, LI.ABILMYOR CONSENT FOR.ANYOTHER ASPECT uR <br />PiLASE OF THIS ST1tUt:TI."R F. IS 1 NI PLIED OR EXPRr•SSED. <br />C THESE DRAWINGS ARF TIM iNSTP M NT AND PROPERTY Or ASSOCIATED DESIGN & <br />ENG1NI:ERING.1N'C ANY USF, RrLISF• OR DISCI.CWRF OF SAID DRAWTNCtiC WITIIOI, r WRITTEN <br />PF.RMIS,SRJN OFASSOC IATED DESIGN & ENOMEERMG.INC. IS STRICTLY PROHIBITED BY LANV <br />Seismic Imporaaee Factor 1— 1 000 <br />Global Posaioning Coordinates: <br />LsL.::37 xo N Lang.- 121.22 W <br />Spectral Response Acceltmions• <br />Ss- 1.004 SI— 0.340 <br />Speceai Response rnefficieMs: <br />Sds-- 0.737 S31- a 390 <br />Site Codrichwds: Fa— 1 096 <br />Fl— 1.721 <br />�4�G�EI D. JGyc�,�c 1 <br />u NO. SM m <br />EV.8-30-1I <br />T Ci <br />Ell -008 <br />