11625 AIRPORT RD SONRISE CHRISTIAN CENTER 2025-04-11

• Project Title: Engineer: Project ID: Project Descr: LGeneral Footing Project File:230803_enercalc trib_210208_s2306010.ec6 LIC#:KW-06017385,Build:20.23.08.30 SOUND STRUCTURAL SOLUTIONS (c)ENERCALC INC 1983-2023 DESCRIPTION: South Footing DESIGN SUMMARY Design OK Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.880 Soil Bearing 1.760 ksf 2.0 ksf +D+S about Z-Z axis PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.5402 Z Flexure(+X) 11.641 k-ft/ft 21.549 k-ft/ft +1.20D+1.60S PASS 0.5402 Z Flexure(-X) 11.641 k-ft/ft 21.549 k-ft/ft +1.20D+1.60S PASS 0.5402 X Flexure(+Z) 11.641 k-ft/ft 21.549 k-ft/ft +1.20D+1.60S PASS 0.5402 X Flexure(-Z) 11.641 k-ft/ft 21.549 k-ft/ft +1.20D+1.60S PASS 0.4041 1-way Shear(+X) 30.307 psi 75.0 psi +1.20D+1.605 PASS 0.4041 1-way Shear(-X) 30.307 psi 75.0 psi +1.20D+1.60S PASS 0.4041 1-way Shear(+Z) 30.307 psi 75.0 psi +1.20D+1.605 PASS 0.4041 1-way Shear(-Z) 30.307 psi 75.0 psi +1.20D+1.605 PASS 0.8949 2-way Punching 134.231 psi 150.0 psi +1.20D+1.60S Detailed Results Soil Bearing Rotation Axis& ecX Zecc Actual Soil Bearing Stress @ Location Actual/Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X,D Only 2.0 n/a 0.0 0.9499 0.9499 n/a n/a 0.475 X-X,+D+S 2.0 n/a 0.0 1.760 1.760 n/a n/a 0.880 X-X,+D+0.750S 2.0 n/a 0.0 1.558 1.558 n/a n/a 0.779 X-X,+0.60D 2.0 n/a 0.0 0.5699 0.5699 n/a n/a 0.285 Z-Z,D Only 2.0 0.0 n/a n/a n/a 0.9499 0.9499 0.475 Z-Z,+D+S 2.0 0.0 n/a n/a n/a 1.760 1.760 0.880 Z-Z,+D+0.750S 2.0 0.0 n/a n/a n/a 1.558 1.558 0.779 Z-Z,+0.60D 2.0 0.0 n/a n/a n/a 0.5699 0.5699 0.285 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Footing Has NO Sliding Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status k-ft Surface in^2 in^2 in^2 k-ft X-X,+1.40D 5.594 +Z Bottom 0.3456 AsMin 0.3815 21.549 OK X-X,+1.40D 5.594 -Z Bottom 0.3456 AsMin 0.3815 21.549 OK X-X,+1.20D 4.795 +Z Bottom 0.3456 AsMin 0.3815 21.549 OK X-X,+1.20D 4.795 -Z Bottom 0.3456 AsMin 0.3815 21.549 OK X-X,+1.20D+0.50S 6.934 +Z Bottom 0.3456 AsMin 0.3815 21.549 OK X-X,+1.20D+0.50S 6.934 -Z Bottom 0.3456 AsMin 0.3815 21.549 OK X-X,+1.20D+1.60S 11.641 +Z Bottom 0.3456 AsMin 0.3815 21.549 OK X-X,+1.20D+1.60S 11.641 -Z Bottom 0.3456 AsMin 0.3815 21.549 OK X-X,+1.20D+0.70S 7.790 +Z Bottom 0.3456 AsMin 0.3815 21.549 OK X-X,+1.20D+0.70S 7.790 -Z Bottom 0.3456 AsMin 0.3815 21.549 OK X-X,+0.90D 3.596 +Z Bottom 0.3456 AsMin 0.3815 21.549 OK X-X,+0.90D 3.596 -Z Bottom 0.3456 AsMin 0.3815 21.549 OK Z-Z,+1.40D 5.594 -X Bottom 0.3456 AsMin 0.3815 21.549 OK Z-Z,+1.40D 5.594 +X Bottom 0.3456 AsMin 0.3815 21.549 OK Z-Z,+1.20D 4.795 -X Bottom 0.3456 AsMin 0.3815 21.549 OK Z-Z,+1.20D 4.795 +X Bottom 0.3456 AsMin 0.3815 21.549 OK Z-Z,+1.20D+0.50S 6.934 -X Bottom 0.3456 AsMin 0.3815 21.549 OK 351 1C1