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re Axial Engineering Group, Inc 7251 Owensmouth Avenue Suite 4 p: 818.902.0200 f: 818.902.0232 email: info@aeq-inc.net Title : CATALINA Job # 212-013 Engineer: LQ Project Desc.: PROPOSED NEW OFFICE BUILDING Printed: 27 DEC 2012. 10:57AM [>eneral Footing Filii X:\2012-PROJECTS\212-013 Catalina\Cks\CatalihEece ENERCALC, INC. 1983-20112!E&22:26'Yer:6-1.6- Lic.#-RW*®WiT---7---77---7-77-7-7777-7-777-INCI Description : Main Pad #2 LDEWGN SUMMARY - Min. Ratio Item Applied Capacity Governing Load Combination PASS 0.7747 Soil Bearing 1.162 ksf 1.50 ksf +D+Lr+H PASS n/a ·Overtuming - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS 41.086 Overtuming - Z-Z 1.320 k-ft 54.234 k-ft 0.6D+0.7E PASS 8.081 Sliding - X-X 0.880 k 7.111 k 0.6D+0.7E PASS n/a Sliding - Z-Z 0.0 k 0.0· k No Sliding PASS rda Uplift 0.0 k 0.0 k No Uplift PASS 0.09826 Z Flexure (+X)2.667 k-ft 27.146 k-ft +0.90D+E+1.60H PASS 0.08657 Z Flexure (-X)2.350 k-ft 27.146 k-ft +0.90D+E+1.60H PASS 0.2028 X Flexure (+Z)5.505 k-ft 27.146 k-ft +1.20D+1.60Lr,0.50L PASS 0.09242 X Flexure (-Z)2.509 k-ft 27.146 k-ft +0.90D+E+1.60H PASS 0.1280 1-way Sheer (+X)11.922 psi 93.113 psi +1.20D+1.60Lr+0.50L PASS 0.1280 1-way Shear (-X)11.922 psi 93.113 psi +1.20D+1·.60Lr+0.50L PASS 0.1280 1-way Shear (+Z)11.922 psi 93.113 psi +1.20D+1.60Lr+0.50L PASS 0.1280 1-way Shear (-Z)11.922 psi 93.113 psi +1.20D+1.60Lr+0.50L PASS 0.2513 2-way Punching 46.790 psi 186.226 psi +1.200+1.60Lr-,0.50L Detailed Results Soil Bearing Rotation Axis & Actual Soil Bearing Stress Actual / Allowable Load Combination...Gross Allowable Xecc Zecc . +Z . +Z -X -X Ratio X.X. +D 1.50 n/a 0.0 0.8369 0.8369 n/a n/a 0.558 X-X, +D+L+H 1.50 n/a 0.0 0.8369 0.8369 n/a n/a 0.558 X-X. +D+Lr+H 1,50 n/a 0.0 1.137 1.137 n/a n/a 0.758 X-X. +D+S+H 1.50 n/a 0.0 0.8369 0.8369 n/a n/a 0.558 X-X, +D+0.7500+0.750L+H 1.50 n/a 0.0 1.062 1.062 n/a n/a 0.708 X-X, +D+0.750L+0.750S+H 1.50 n/a 0.0 0.8369 0.8369 n/a n/a 0.558 X-X, +D+W+H 1.50 n/a 0.0 0.8369 0.8369 n/a n/a 0.558 X.X.+D+0.70E+H 1.50 n/a 0.0 0.8369 0.8369 n/a n/a 0.558 X.X. +D+0.7501-r+0.750L+0.750W+H 1.50 n/a 0.0 1.062 1.062 n/a n/a .0.708 X-X. +D+0.750L+0.750S+0.750W+H 1,50. n/a 0.0 0.8369 0.8369 n/a n/a 0.558 X.X, +D+0.750Lr+0.750L+0.5250E+H 1.50 n/a 0.0 1.062 1.062 n/a n/a 0.708 X-X. +D+0.7501-+0.750S-,0.5250E+H ·1.50 n/a . 0.0 0.8369 0.8369 .Wa nia 0.558 X-X,+0.600+W+H 1.50 n/a 0.0 0.5022 0.5022 n/a n/a 0.335 X-X. +0.60D+0.70E+H 1.50 n/a .0.0 0.5022 0.5022 .n/a rda 0.335 Z-Z.+D 1.50 0.1792 n/a n/a n/a 0.8245 0.8494 0.566 Z-Z, +D+L+H 1.50 0.1792 n/a n/a n/a 0.8245 0.8494 0.566 Z-Z. +D+Lr+H 1.50 0.2639 n/a n/a n/a 1.112 1.162 0.775 Z-Z. +D+S+H 1.50 0.1792 n/a n/a .n/a 0.8245 0.8494 0.566 Z-Z, +D+0.750Lr+0.750L+H 1.50 .0.2472 n/a nia nia 1.040 1.084 0.723 Z-Z, +D+0.7501-+0.7503+H 1.50 0.1792 n/a n/a n/a 0.8245 0.8494 0.566 Z.Z. +D+W+H 1.50 0:1792 n/a n/a n/a 0.8245 0.8494 0.566 Z-Z.+D+0.70E+H 1.50 ·0.5974 n/a n/a n/a 0.7954 0.8785 0.586 Z-Z. +D+0.750Lr·+0.750L+0.750W+H 1.50 0.2472 n/a n/a n/a 1.040 1.084 0.723 Z-Z, +D+0.750L+0.750S+0.750W+H 1.50 0.1792 n/a n/a n/a 0.8245 0.8494 0.566 Z-Z. +D+0.750Lr·*0.750L+0.5250E+H 1.50 0.4944 n/a n/a n/a 1.018 1.106 0.737 Z-Z, +D+0.750L+0.750S+0.5250E+H 1.50 0.4929 n/a n/a n/a 0.8027 0.8712 0.581 Z-Z, 4.60D+W+H 1.50 0.1792 n/a n/a n/a 0.4947 0.5096 0.340 _Z-Z.20+60DYQ.ZOE+H 1.50 0.8762 n/a n/a n/a 0.4656 0.5387 0.359 Overturning Stability 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. 0.60+0.7E None 0.0 k-ft Infinitv OK Z-Z, D 0.450 k-ft 90.390 k-ft 200.867 OK Z-Z, D+Lr 0,90 k-ft 122.790 kai 136.433 OK Z-Z. 0.6D+0.7E 1.320 k-ft 54.234 1-fl 41.086 OK