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- '--1 Axial Engineering Group, Inc.Title : CATALINA Job # 212-013 '1*52] 7251 Owensmouth Avenue Engineer:· LQ Suite 4 Project Desc.:PROPOSED NEW OFFICE BUILDING 818.902.0200 P f: 818.902.0232 info@aeq-inc.net Pfinted: 25 OCT 2012, 1:45PM + + ' File X\2012-PROJECTS\212-013 Catalina\Calcs\CatalinaGeneral Footing ENERCALC,'INC 1983-2012. Build:6.12.9.26,,Ver6.12. -'*i=imz,4Farc6,W.,4&0.Kdli,F2·6*¢4-·21, f· ie*e'joTO<¥my'"ut; d.flm?B:5·39..,3.:-'41#tIYfa,M*@R I=1:lilW tfK,1*91,1 Description :Main Pad #1 4'01 · DESIGN SUMMARY ¥ T 365©h*DK11=4·1/ Min. Ratio Item Applied Capacity Governing Load Combination PASS 0.9410 Soil Bearing 1.882 ksf 2.0 ksf +D+Lr+H PASS - Wa .Overtuming - X-X 0.0 k-ft 0.0 k-ft No Overtuming PASS 42.460 Ovdrtuming - Z-Z 3.0 k-ft 127.381 lai 0.60,0.7E PASS 6.444 Sliding - X-X 2.0 k 12.887 k 0.6D+0.7E 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 0.2058 Z Flexure (+X)5.936 k-ft 28.846 k-ft +0.90D+E+1.60H PASS 0.1842 Z Flexure (-X)5.314 k-ft 28.846 k-ft +0.90D+E+1.60H PASS 0.4611 X Flexure (+Z)13.30 k-ft 28.846 k-ft +1.20D+1.60Lr+0.50L PASS 0.1950 X Flexure (-Z)5.625 k-ft 28.846 k-ft +0.90[)+E+1.60H PASS 0.2923 1-way Shear (+X)27.213 psi 93.113 psi +1.20D+1.60Lr-,0.50L PASS 0.2923 1-way Shear (-X)27.213 psi 93.113 psi +1.20D+1.60Lr·,0.50L PASS 0.2923 1-way Shear (+Z)27.213 psi 93.113 psi +1.200+1.60Lr·,0.50L PASS 0.2923 1-way Shear (-Z)27.213 psi 93.113 psi +1.20D+1.60Lt-,0.50L PASS . 0,6152 2-way Punching 114.557 psi 186.226 psi +1.20D+1.60Lr+0.501. DetaTied Resdits Soil Bearing Rotation Axis & Actual Soil Bearing Stress Actual / Allowable Load Combination...Gross Allowable Xecc Zecc +Z +Z -X -X Ratio X-X. +D 2.0 n/a 0.0 1.238 1.238 n/a n/a 0.619 X.X. +D+L+H 2.0 n/a 0.0 1.238 . .1.238 n/a n/a 0.619 X-X. +D+LaH 2.0 n/a 0.0 1.830 1.830 n/a n/a 0.915 X.X.+D+S+H 2.0 n/a 0.0 1.238 1.238 n/a n/a 0.619 X-X, +D+0.750Lr+0.750L+H 2.0 n/a 0.0 1.682 1.682 n/a+ n/a 0.841 X-X, +D+0.750L+0.750S+H 2.0 nia 0.0 1.238 1.238 ·n/a n/a 0.619 X-X, +D+W+H 2.0 n/a 0.0 1.238 1.238 -n/a n/a 0.619 X-X, +D+0.70E+H 2.0 n/a 0.0 1.238 1.238 n/a n/a 0.619 X-X. +D+0.750Lr+0.750L+0.750W+H 2.0 nia 0.0 1.682 1.682 n/a n/a 0.841 XLX. +D+0.750L+0.750S+0.750W+H 2.0 n/a 0.0 1.238 1.238 n/a n/a 0.619 X.X..+D+0.7500+0.7501-+0.5250E+H 2.0 nia 0.0 .1.682 1.682 n/a h/a 0.841 X-X, +D+0.750L+0.750S+0.5250E+H 2.0 n/a 0.0 1.238 1.238 n/a n/a 0.619 X-X, +0.60D+W+H 2.0 n/a 0.0 0.7427 0.7427 n/a n/a 0.371 X.X. +0.60D+0.70E+H 2.0 n/a 0.0 0.7427 0.7427 n/a n/a 0.371 Z.Z,+D · 2,0 0.2967 n/a Na n/a 1.212 1.264 0.632 Z-Z, +D+L+H 2.0 0.2967 n/a n/a n/a 1.212 1.264 0.632 Z-Z, +D+Lr+H 2.0 0.4015· n/a . nia n/a 1:777 1.882 0.941 Z-Z, +D+S+H 2.0 0.2967 n/a n/a n/a 1.212 1.264 0.632 Z-Z, +D+0.750Lr·+0.750L+H 2.0 0.3822 n/a n/a n/a 1.636 1.728 0.864 Z-Z,+D+O.750L+0.750S+H 2.0 0.2967 n/a n/a n/a 1.212 1.264 0.632 Z-Z.+D+W+H -2.0 0.2967 n/a n/a n/a 1.212 1.264 0.632 Z-Z, +D+0.70E+H 2.0 0.7122 n/a n/a n/a 1.175 1.301 0.651 Z-Z, +D+0.750Lr+0.750L+0.750W+H 2.0 '0.3822 n/a .n/a n/a 1.636 1.728 0.864 Z-Z. +D+0.750L+0.750S+0.750W+H +2.0.0.2967 n/a n/a n/a 1.212 1.264 0.632 Z-Z, +D+0.750Lr+0.7501-+0.5250E+H 2.0 0.6116 n/a n/a n/a 1.609 1.755 0.878 Z-Z, +D+0.750L+0.750S+0.5250E+H 2.0 0.6083 n/a n/a n/a .1.184 1.292 0.646 Z-Z,+0.600+W+H 2.0.0.2967 n/a n/an/a 0.7271 +0.7584 0.379 Z-Z, 40.600+0.7OE+H '2.0 0.9892 n/a n/a n/a 0.6904 0.7950 0.398 Overturning Stability u Rotation Axis & Load Combination... .Overturning Moment Resisting Moment Stability Ratio Status X-X. D None 0.0 k-ft Infinitv -OK X-X. D+Lr None 0.0 k-ft Infinitv OK X-X. 0.6D+0.7E None 0.0 k-ft Infinitv OK Z-Z. D 1.50 k-ft 212.301 k-ft 141.534 OK Z-Z, D+Lr 3.0 k-ft 313.801 k-ft 104.60 OK Z-Z. 0.6D+0.7E 3.0 left '127.381 k-ft 42.460 OK