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i <br /> Project . Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 6 of 7 <br /> Model L-4-IL-150 CONSULTING ENGINEERS Job No. 184652 <br /> By EOS NASHVILLE,TN Date 9/27/18 <br /> CHECK FOUNDATIONS: <br /> LRFD Load Combinations: 1.21)+W ASCE 7-10, Section 2.3 <br /> Resistance Factors: Opla;n= 0.6 ACI 318-14 <br /> 0 = 0.75 ACI318-14 <br /> Ob= 0.9 ACI 318-14 <br /> PC = 2500 psi Pedestal Width = 0 ft Pedastal Height= 0 ft <br /> Pa = 150 psf/ft Pedestal Length = 0 ft Overburden = 1.8 ft <br /> qa= 2000 psf <br /> Total Service Wind Load: PW= 0.79 kips <br /> Total Service Moment at Base: M = 2.54 k-ft <br /> Rectangular Spread Foundation: <br /> Length= 4 ft. Width= 4 ft. Depth= 2.5 ft. <br /> Dead Load, Pd= 8.97 kips <br /> Overturning Moment, M.= 6.34 k-ft <br /> Resistive Moment, Mr= 17.94 k-ft Mr/M,,= 2.83 > 1.5 O.K. <br /> Eccentricity,e= M/Pd= 0.28 ft. kern, k= 0.67 ft. e<k <br /> Bearing Pressure, gmax= 798.24 psf < qa= 2000 psf O.K. <br /> Moment in Footing M„= 8.53 k-ft No Reinforcing Required - Use Minimum Steel <br /> Use 5 No. 5 Bars Top and Bottom - Length. <br /> Use 5 No. 5 Bars Top and bottom -Width. <br /> Moment Capacity, 0M„= 181.11 k-ft > M„= 8.53 k-ft O.K. <br /> Check Shear,V„= N/A *See Note Below <br /> Shear Capacity, (D*V„= 24.02 kips/ft <br />