1701 121ST ST SE 2025-02-03 - Laserfiche WebLink

` Dibble Engineers,Inc. Project Title: 1029 Market Street Engineer: !!' l Kirkland,WA 98033 Project ID: (425)828-4200 Project Descr: DEI General Footing Project File:23-079 Charter Club.ec6 LICK:KW-06014989,Build:20.23.2.14 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983.2022 DESCRIPTION: Holdown Footing DESIGN SUMMARY Design • Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.6733 Soil Bearing 1.010 ksf 1.50 ksf +D+0.70E 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 0.150 Z Flexure(+X) 0.6484 k-ft/ft 4.324 k-ft/ft +1.20D+E PASS 0.150 Z Flexure(-X) 0.6484 k-ft/ft 4.324 k-ft/ft +1.20D+E PASS 0.150 X Flexure(+Z) 0.6484 k-ft/ft 4.324 k-ft/ft +1.20D+E PASS 0,150 X Flexure(-Z) 0.6484 k-ft/ft 4.324 k-ft/ft +1.20D+E PASS 0.1526 1-way Shear(+X) 12.535 psi 82.158 psi +1.20D+E PASS 0.1526 1-way Shear(-X) 12.535 psi 82.158 psi +1.20D+E PASS 0.1526 1-way Shear(+Z) 12.535 psi 82.158 psi +1.20D+E PASS 0.1526 1-way Shear(-Z) 12.535 psi 82.158 psi +1.20D+E PASS 0.3030 2-way Punching 49.795 psi 164.317 psi +1.20D+E Detailed Results Soil Bearing Rotation Axis& Xecc 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 1.50 n/a 0.0 0.1342 0.1342 n/a n/a 0.089 X-X,+D+0.60W 1.50 n/a 0.0 0.5048 0.5048 n/a n/a 0.337 X-X,+D+0.70E 1.50 n/a 0.0 1.010 1.010 n/a n/a 0.673 X-X,+D+0.450W 1.50 n/a 0.0 0.4122 0.4122 n/a n/a 0.275 X-X,+D+0.5250E 1.50 n/a 0.0 0.7913 0.7913 n/a n/a 0.528 X-X,+0.60D+0.60W 1.50 n/a 0.0 0.4512 0.4512 n/a n/a 0.301 X-X,+0.60D+0.70E 1.50 n/a 0.0 0.9567 0.9567 n/a n/a 0.638 Z-Z,D Only 1.50 0.0 n/a n/a n/a 0.1342 0.1342 0.089 Z-Z,+D+0.60W 1.50 0.0 n/a n/a n/a 0.5048 0.5048 0.337 Z-Z,+D+0.70E 1.50 0.0 n/a n/a n/a 1.010 1.010 0.673 Z-Z,+D+0.450W 1.50 0.0 n/a n/a n/a 0.4122 0.4122 0.275 Z-Z,+D+0.5250E 1.50 0.0 n/a n/a n/a 0.7913 0.7913 0.528 Z-Z,+0.60D+0.60W 1.50 0.0 n/a n/a n/a 0.4512 0.4512 0.301 Z-Z,+0.60D+0.70E 1.50 0.0 n/a n/a n/a 0.9567 0.9567 0.638 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 in^2 k-ft X-X,+1.401) 0.02625 +Z Bottom 0.1728 AsMin 0.20 4.324 OK X-X,+1.401) 0.02625 -Z Bottom 0.1728 AsMin 0.20 4.324 OK X-X,+1.20D 0.02250 +Z Bottom 0.1728 AsMin 0.20 4.324 OK X-X,+1.20D 0.02250 -Z Bottom 0.1728 AsMin 0.20 4.324 OK X-X,+1.20D+0.50W 0.1769 +Z Bottom 0.1728 AsMin 0.20 4.324 OK X-X,+1.20D+0.50W 0.1769 -Z Bottom 0.1728 AsMin 0.20 4.324 OK X-X,+1.20D+W 0.3314 +Z Bottom 0.1728 AsMin 0.20 4.324 OK X-X,+1.20D+W 0,3314 -Z Bottom 0.1728 AsMln 0.20 4.324 OK X-X,+1.20D+E 0.6484 +Z Bottom 0.1728 AsMin 0.20 4.324 OK X-X,+1.20D+E 0.6484 -Z Bottom 0.1728 AsMin 0.20 4.324 OK X-X,+0.90D+W 0.3258 +Z Bottom 0.1728 AsMin 0.20 4.324 OK