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Dibble Engineers, Inc. Project Title: 1029 Market Street Engineer: ' Kirkland,WA 98033 Project ID: ll: (425)828-4200 Project Descr: DEI General Footing Project File:23-079 charter club.ec6 LIC#:KW-06014989,Build:20.23.2.14 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2022 DESCRIPTION: FTG 3 (BELOW RCOL1) DESIGN SUMMARY Design • Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.8860 Soil Bearing 1.329 ksf 1.50 ksf +D+0.750L+0.750S 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 0.1989 Z Flexure(+X) 0.6531 k-fUft 4.288 k-ft/ft +1.20D+0.50L+1.60S PASS 0.1989 Z Flexure(-X) 0.8531 k-fUft 4.288 k-ft/ft +1.20D+0.50L+1.60S PASS 0.1989 X Flexure(+Z) 0.8531 k-fUft 4.288 k-ft/ft +1.20D+0.50L+1.60S PASS 0.1989 X Flexure(-Z) 0.8531 k-ft/ft 4.288 k-ft/ft +1.20D+0.50L+1.60S PASS 0.2199 1-way Shear(+X) 16.494 psi 75.0 psi +1.20D+0.50L+1.60S PASS 0.2199 1-way Shear(-X) 16.494 psi 75.0 psi +1.20D+0.50L+1.60S PASS 0.2199 1-way Shear(+Z) 16.494 psi 75.0 psi +1.20D+0.50L+1.60S PASS 0.2199 1-way Shear(-Z) 16.494 psi 75.0 psi +1.20D+0.50L+1.60S PASS 0.4368 2-way Punching 65.521 psi 150.0 psi +1.20D+0.50L+1.60S Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual I Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X,D Only 1.50 n/a 0.0 0.5222 0.5222 n/a n/a 0.348 X-X,+D+L 1.50 n/a 0.0 0.9999 0.9999 n/a n/a 0.667 X-X,+D+S 1.50 n/a 0.0 1.120 1.120 n/a n/a 0.747 X-X,+D+0.750L 1.50 n/a 0.0 0.8805 0.8805 n/a n/a 0.587 X-X,+D+0.750L+0.750S 1.50 n/a 0.0 1.329 1.329 n/a n/a 0.886 X-X,+0.60D 1.50 n/a 0.0 0.3133 0.3133 n/a n/a 0.209 Z-Z,D Only 1.50 0.0 n/a n/a n/a 0.5222 0.5222 0.348 Z-Z,+D+L 1.50 0.0 n/a n/a n/a 0.9999 0.9999 0.667 Z-Z,+D+S 1.50 0.0 n/a n/a n/a 1.120 1.120 0.747 Z-Z,+D+0.750L 1.50 0.0 n/a n/a n/a 0.8805 0.8805 0.587 Z-Z,+D+0.750L+0.750S 1.50 0.0 n/a n/a n/a 1.329 1.329 0.886 Z-Z,+0.60D 1.50 0.0 n/a n/a n/a 0.3133 0.3133 0.209 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 inA2 inA2 inA2 k-ft X-X,+1.40D 0.2979 +Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.40D 0.2979 -Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D+1.60L 0.6375 +Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D+1.60L 0.6375 -Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D+1.60L+0.50S 0.7870 +Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D+1.60L+0.50S 0.7870 -Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D+0.50L 0.3747 +Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D+0.50L 0.3747 -Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D 0.2553 +Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D 0.2553 -Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D+0.50L+1.60S 0.8531 +Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D+0.50L+1.60S 0.8531 -Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D+1.60S 0.7337 +Z Bottom 0.1728 AsMin 0.20 4.288 OK I I I I I I I,