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KCJ Engineering Inc. <br /> 25431 Cabot, Suite 109 Client: Containment Solutions <br /> Laguna Hills,CA.92653x526 Project: 1000 Gal. Kombo Tank <br /> Tel(949)350-8186 Date: 8/25/2017 <br /> Fax 949 588-1664 <br /> • Tank Designed by Others <br /> • See Containment Drawing 5107271 ��pFEssip <br /> • These calculations are for the foundation only �Q�r,�.y�Q G. <br /> • Sfte Class D, Seismic Category D Z �v <br /> o: <br /> • Use 130 MPH Basic Wind Speed, Exposure D w RCE <br /> • Soli Pressure,Q= 1,000 psf * Exp: <br /> • Minimum Concrete Strength to be greater then or equal to f'c a 3000 psiq <br /> • Minimum Rebar Strength to be greater then or equal to Fy s 60,000 psi �p CAL1F�4 <br /> All Steel to be A36 or Equal, UNO <br /> Use 2016 Califomia Building Code <br /> General Tank Dimensions <br /> H Total Tank Height 75 in. <br /> W Total Tank Width 48 In. <br /> L Total Tank Length 152 in. <br /> H' Height to Vertical Centrold 25 in. <br /> x Distance between skids c1c 44.67 in. <br /> x' Dist. From edge of tank to 1 st skid 9 in. <br /> #Skids 4 <br /> Loading <br /> Qeneral Tank Wela <br /> Tank Size 1000 Gal. <br /> Empty Tank Weight 3800 lbs. <br /> Full Tank Weight(by Hoover) 12000 lbs. <br /> (Estimated from Calculation) 11133 lbs. <br /> Wand 130 MPH Basic Wind Speed, Exposure D <br /> q$ 43.3 psf <br /> Kz From ASCE 7 Table 6-3 1.03 <br /> 1,000 Gal KT.xlsx 1 of 6 <br />