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1\ Dibble Engineers, Inc. Project Title: il 1029 Market Street Engineer: Kirkland,WA 98033 Project ID: (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 1 (BELOW COL 1) DESIGN SUMMARY - • • Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.8247 Soil Bearing 1.237 ksf 1.50 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 0.2519 Z Flexure(+X) 1.283 k-ft/ft 5.095 k-ft/ft +1.20D+1.60S PASS 0.2519 Z Flexure(-X) 1.283 k-ft/ft 5.095 k-fUft +1.20D+1.60S PASS 0.2519 X Flexure(+Z) 1.283 k-fUft 5.095 k-ft/ft +1.20D+1.60S PASS 0.2519 X Flexure(-Z) 1.283 k-fUft 5.095 k-ft/ft +1.20D+1.60S PASS 0.3012 1-way Shear(+X) 22.588 psi 75.0 psi +1.20D+1.60S PASS 0.3012 1-way Shear(-X) 22.588 psi 75.0 psi +1.20D+1.60S PASS 0.3012 1-way Shear(+Z) 22.588 psi 75.0 psi +1.20D+1.60S PASS 0.3012 1-way Shear(-Z) 22.588 psi 75.0 psi +1.20D+1.60S PASS 0.6670 2-way Punching 100.044 psi 150.0 psi +1.20D+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 0.5504 0.5504 n/a n/a 0.367 X-X,+D+Lr 1.50 n/a 0.0 1.099 1.099 n/a n/a 0.733 X-X,+D+S 1.50 n/a 0.0 1.237 1.237 n/a n/a 0.825 X-X,+D+0.750Lr 1.50 n/a 0.0 0.9620 0.9620 n/a n/a 0.641 X-X,+D+0.750S 1.50 n/a 0.0 1.065 1.065 n/a n/a 0.710 X-X,+0.60D 1.50 n/a 0.0 0.3303 0.3303 n/a n/a 0.220 Z-Z,D Only 1.50 0.0 n/a n/a n/a 0.5504 0.5504 0.367 Z-Z,+D+Lr 1.50 0.0 n/a n/a n/a 1.099 1.099 0.733 Z-Z,+D+S 1.50 0.0 n/a n/a n/a 1.237 1.237 0.825 Z-Z,+D+0.750Lr 1.50 0.0 n/a n/a n/a 0.9620 0.9620 0.641 Z-Z,+D+0.750S 1.50 0.0 n/a n/a nla 1.065 1.065 0.710 Z-Z,+0.60D 1.50 0.0 n/a n/a n/a 0.3303 0.3303 0.220 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 Fooling 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 in^2 inA2 k-ft X-X,+1.4013 0.4963 +Z Bottom 0.1728 AsMin 0.240 5.095 OK X-X,+1.4013 0.4963 -Z Bottom 0.1728 AsMin 0.240 5.095 OK X-X,+1.20D+0.50Lr 0.6398 +Z Bottom 0.1728 AsMin 0.240 5.095 OK X-X,+1.20D+0.50Lr 0.6398 -Z Bottom 0.1728 AsMin 0.240 5.095 OK X-X,+1.20D+0.50S 0.6935 +Z Bottom 0.1728 AsMin 0.240 5.095 OK X-X,+1.20D+0.50S 0.6935 -Z Bottom 0.1728 AsMin 0.240 5.095 OK X-X,+1.20D+1.60Lr 1.111 +Z Bottom 0.1728 AsMin 0.240 5.095 OK X-X,+1.20D+1.60Lr 1.111 -Z Bottom 0.1728 AsMin 0.240 5.095 OK X-X,+1.20D+1.60S 1.283 +Z Bottom 0.1728 AsMin 0.240 5.095 OK X-X,+1.20D+1.60S 1.283 -Z Bottom 0.1728 AsMin 0.240 5.095 OK X-X,+1.20D+0.70S 0.8008 +Z Bottom 0.1728 AsMin 0.240 5.095 OK X-X,+1.20D+0.70S 0.8008 -Z Bottom 0.1728 AsMin 0.240 5.095 OK X-X,+0.90D 0.3191 +Z Bottom 0.1728 AsMin 0.240 5.095 OK I i 1