Laserfiche WebLink
PASS <br />DATE: 3/20/2026 COMPANY: JRS Engineering & Design LLC <br />STRUCALC BUILD: StruCalc Pro DESIGNED BY: Jeffrey Schaefer <br />CUSTOMER: REVIEWED BY: -- <br />PROJ. ADDRESS: -- PROJECT NAME: 2124 N Ross St <br />-- <br />LEVEL: Basement LOADING: ASD <br />MEMBER NAME: Existing Footing (N-S) CODE: 2025 California Building Code <br />MEMBER TYPE: CONTINUOUS FOOTING ACI: ACI 318-19 <br />MATERIAL: Concrete <br />1 (ft) Wide X 18 (in) Deep Soil Depth TOF : 0 (ft) Unreinforced (Plain) Concrete <br />MATERIAL PROPERTIES <br />FOOTING <br />Width (ft) Depth (in) Footing Weight (lbf/ft) Stemwall Weight (lbf/ft) <br />1 18 217.5 8.055555 <br />CONCRETE <br />fc' (psi) Ec (psi) Density (lbf/ft³) Agg. Dia. (in) <br />2500 2850000 145 0.75 <br />STEM WALL <br />Width (in) Height (in) Material Stemwall Offset(in) <br />4 2 Wood 0 <br />SOIL <br />Bearing Strength(lbf/ft²) Density (lbf/ft³) Cohesion Friction Angle Depth (ft) <br />1500 110 0 30 0 <br />REBAR <br />Bottom Bar Size # Bottom Bar Spacing(in) fy (psi) Es (psi) <br />None 3 40000 2.9E+07 <br />COVER <br />Top Cover (in) Bottom Cover (in) Side Cover (in) <br />3 3 3 <br />PASS-FAIL <br />Soil Bearing Pressure (lbf/ft²) <br />Moment (lbf-ft) <br />PASS/FAIL <br />PASS (28.4%) <br />PASS (99.1%) <br />MAGNITUDE <br />1074.3 <br />107.3 <br />STRENGTH <br />1500.0 <br />12150.0 <br />LOAD COMBO <br />D+0.75L+0.75Lr <br />1.2D+1.6Lr+L <br />CALCULATION TYPE <br />ASD <br />LRFD <br />LOAD LIST <br />Type Name Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction <br />Uniform (lbf/ft) Roof Live 192 192 0 1 RoofLive Z <br />Uniform (lbf/ft) Dead 192 192 0 1 Dead Z <br />Point (lbf) Window HDR Live 395 - 0 -Live Z <br />Point (lbf) Window HDR Roof Li... 62 - 0 -RoofLive Z <br />Point (lbf) Window HDR Dead 74 - 0 -Dead Z <br />Uniform (lbf/ft) Wall Dead 96 96 0 1 Dead Z <br />Page 17 <br />2025 California Building Code ASDPROJECT: 2124 N Ross St