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ASSET: 413975, CALVARY CHAPEL CA <br />CUSTOMER: VERIZON WIRELESS <br />CITY OF SANTA ANA <br />CODE: Pla R4Aa -Building Agency <br />PROJECT 14907502 <br />EI <br />Moment (k-ft) <br />GLOBAL REACTIONS <br />Axial (k) <br />828.45 <br />18.65 <br />FOUNDATION PARAMETERS <br />Pier Diameter: <br />D 5.50 <br />ft <br />Pier Embedment Depth: <br />L-h 18.5 <br />ft <br />Pier Height above Grade: <br />h 0.50 <br />ft <br />Concrete Compressive Strength: <br />4,500 <br />psi <br />Vertical Rebar: <br />(12) #10 bars [60 ksi] <br />Tie Rebar: <br />S #5 bars @ 12.0" c/c [40 ksi] <br />Rebar Clear Cover: <br />4.00 <br />in <br />SOIL PARAMETERS <br />Water Table Depth [BGL]: <br />GW <br />ft <br />Ultimate Skin Ultimate Net <br />Layer Depth (ft) Unit Weight <br />Cohesion Friction Angle <br />Friction Bearing <br />Top Bottom pcf <br />psf <br />psf psf <br />0 4 105 0 0 0 0 <br />4 15 113 0 30 1,447 0 <br />15 20 119 0 33 5,787 7,997 <br />Shear (k) <br />22.22 <br />Date: <br />GW <br />SOIL STRENGTH ANALYSIS <br />Volume of Concrete Buoyant Weight of Concrete Skin Friction Resistance Inflection Point [BGL] <br />(ft3) (k) (k) (ft) <br />451.41 67.71 625.00 13.24 <br />SOIL MOMENT ANALYSIS <br />Total Lateral Resistance Moment at Inflection Point, M. Additional Resistance Nominal Moment Capacity, OM Soil Moment Usage, <br />(k) (k-ft) (k-ft) (k-ft) K / q)Mn <br />759.58 <br />1,133.70 <br />0.00 <br />1,867.01 <br />60.7% O <br />SOIL COMPRESSION ANALYSIS <br />Compressive Bearing <br />Compressive Force, P. <br />Additional Resistance <br />Nominal Compressive Capacity, <br />Soil Compressive Usage, <br />Resistance <br />(k) <br />(k) <br />CPPn <br />Pu / OPT <br />(k) <br />(k) <br />190.00 <br />38.48 <br />0.00 <br />611.25 <br />6.3% <br />Task ID: 584449 Page 1 of 2 10/3/2024 9:11:17 <br />