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Project 76- Fuel Tanks <br /> Title: <br /> Discipline:Structural <br /> CULLUMBER ENGINEERING <br /> AND [ GN INC <br /> Project No.: CN1117 ginator: A.Foster I Date: 4/3/2019 <br /> Component:I General Project Information hecked: W.Cullumber I Date: 4/3/2019 <br /> 76- Fuel Tanks <br /> Design Firm Cullumber Engineering&Design,Inc. <br /> Owner DN Partners <br /> Address 141 E.Harney Lane,Lodi,CA <br /> Client PM Design <br /> Project# CN1117 <br /> Purpose Structural Design for New Construction <br /> Date 4/3/2019 <br /> Engineer A.Foster <br /> Project Approach <br /> Typical design approach for buoyancy and seismic analysis of fuel tanks.Assumed water table above tanks to achieve greatest <br /> buoyancy uplift force. <br /> References <br /> ASCE 7-10 Minimum Design Loads for Buildings and Other Structures <br /> ACI 318-14 Building Code Requirements for Structural Concrete and Commentary <br /> CBC 2016 California Building Code 2016 <br /> AISC Steel Construction Manual 14th Edition <br /> ICC ESR-2233 R-Control Structural Insulated Panels(SIPS) <br /> NDS 2015 National Design Standard for Wood Construction <br /> Design Values <br /> Loading <br /> Water(p)= 62.4 Ib/ftA3 <br /> Fuel(p)= 60.0 Ib/ftA3 <br /> g= 32.2 ft/secA2 <br /> V1(tank#t1)= 20000 gal (Unleaded) <br /> V2(tank#2&3)= 20000 gal (8,000 Premium,12,000 Diesel) <br /> PROPRIETARY AND CONFIDENTIAL- DO NOT COPY <br />