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<br /> <br /> <br /> <br /> <br /> <br />3rd & Broadway, Santa Ana, CA <br />Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 <br /> pg. 85 <br />5.2.2 SOIL BEARING PRESSURE <br />Using the soil vertical subgrade modulus found in the previous section, what follows are plots of the <br />maximum and minimum soil bearing pressures at the mat foundation for service level gravity load <br />combinations as well as load combinations including lateral seismic loads. <br />Note that the mat extends continuously under both Residential and Hotel buildings <br />The maximum computed bearing pressure is less than allowed in geotechnical repor t. Additionally, a <br />memorandum dated June 6, 2024 identifies that the bearing pressures meet the geotechnical <br />requirements of the site. <br /> <br /> <br />Figure 5.2-1: Soil Gravity Load Bearing Pressure Plot – 1.0(DL+SDL)+1.0LL <br /> <br />