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Axial Engineering Group, Inc. 7251 Owensmouth Avenue Suite 4 Title : CATALINA Job# 212-013 Engineer: LQ Project Desc.: PROPOSED NEW OFFICE BUILDING 7 p: 818.902.0200 00 f: 818.902.0232 email: info@aeq-inc.net Printgd: 27 DEC 2012, 10:52AM Rieneral Footi4 File: X:\2012-PROJECTS\212-013 Catatina\Calcs\Catalina.ec6 =6 ENERCALC, INC. 1983-2012, Build:6.12.9.26, Ver,6.12.9,26 1 Description : Main Pad #1 DESIGN SUMMARY - Min. Ratio Item Applied Capacity Governing Load Combination PASS 0.9913 Soil Bearing 1.487 ksf 1.50 ksf +D+Lr+H PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overtuming PASS 51.136 Overtuming - Z-Z 3.0 k-ft 153.408 lai 0.6D+0.7E PASS 6.878 Sliding - X-X 2.0 k 13.756 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 0.2044 Z Flexure (+X)5.897 k-ft 28.846 k-ft +0.90[}+E+1.60H PASS 0.1856 Z Flexure (-X)5.353 k-ft 28.846 lai +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 +0.90D+E+1.60H PASS 0.2715 1-way Shear (+X)25.284 psi 93.113 psi +1.200+1.60Lr,O.50L PASS 0.2715 1-way Shear (-X)25.284 psi ·93.113 psi +1.20[)+1.60Lr+0.50L PASS 0.2715 1-way Shear (+Z)25.284 psi 93.113 psi +1.20D+1.601.r+0.50L PASS 0.2715 1-way Shear (-Z)25.284 psi 93.113 psi +1.20D+1.60Lr+0.50L PASS 0.6194 2-way Punching 115.340 psi 186.226 psi +1.20D+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 0.9988 0.9988 n/a n/a 0.666. X-X. +D+L+H 1.50 n/a 0.0 0.9988 0.9988 n/a ri/a 0.666 X-X, +D+Lr+H 1.50 n/a · 0.0 1.452 1.452 n/a n/a 0.968 X-X, +D+S+H·1.50 n/a 0.0 0.9988 0.9988 n/a n/a 0.666 X-X. +D+0.750Lr+0.750L+H 1.50 n/a 0.0 1.339 1.339 n/a n/a 0.893 X.X. +D,0.750L+0.750S+H 1.50 n/a 0.0 0.9988 0.9988 n/a n/a 0.666 X-X, +D+W+H 1.50 n/a 0.0 0.9988 0.9988 n/a n/a 0.666 X-X.+D+0.70E+H 1.50 n/a . 0.0 0.9988 0.9988 n/a n/a ,0.666 X-X. +D+0.7501-r+0.750L+0.750W+H 1.50 n/a 0.0 1.339 1.339 n/a n/a 0.893 X-X. +D+0.750L+0.750S+0.750W+H 1.50 n/a 0.0 0.9988 .0.9988 n/a n/a 0.666 X-X. +D+0.750Lr+0.750L+0.5250E+H 1.50 n/a 0.0 1.339 1.339 n/a n/a 0.893 X-X. +D+0.750L+0.750S+0.5250E+H 1.50 n/a 0.0 0.9988 0.9988 n/a Wa . 0.666 X.X, +0.600+W+H 1.50 n/a 0.0 0.5993 0.5993 n/a n/a 0.400 X-X.+0.60D+0.70E+H 1.50 n/a 0.0 0.5993 0.5993 n/a n/a 0.400 Z-Z.+D 1.50 0.2816 n/a n/a n/a 0.9812 1.016 0.677 Z.Z. +D+L+H 1.50 0.2816 n/a n/a n/a 0.9812 1.016 0.677 Z-Z, +D+Lr+H 1.50 0.3874 n/a n/a n/a 1.417 .1.487 0.991 Z-Z.+D+S+H 1.50 0.2816 n/a n/a n/a 0.9812 1.016 0.677 Z-Z. +D+0.750Lr-,0.750L+H 1.50 0.3677 n/a n/a n/a 1.308 1.369 0.913 Z-Z. +D+0.750L+0.750S+H 1.50 0.2816 n/a n/a n/a 0.9812 1.016 0.677 Z-Z. +D+W+H 1.50 0.2816 n/a n/a n/a 0.9812 1.016 0.677 Z-Z.+D+0.70E+H 1.50 0.6758 n/a n/a n/a 0.9567 1.041 0.694 Z-Z. +D+0.750Lr+0.7501-+0.750W+H 1.50 0.3677 n/a n/a n/a 1.308 1.369 0.913 Z.Z. +0+0.750L+0.750S+0.750W+H 1.50 0.2816 n/a n/a n/a 0.9812 1.016 0.677 Z-Z. +D+0.750Lr+0.750L+0.5250E+H 1.50 0.5883 n/a n/a n/a 1.290 1:388 0.925 Z-Z. +D+0.750L+0.750S+0.5250E+H 1.50 0,5773 n/a n/a n/a 0.9628 1.035 0.690 Z.Z. 40.60[}+W+H 1.50 0.2816 n/a n/a n/a 0.5887 0.6098 0.407 ZZ.-91.®-Q+020-Ettl 1.50 0.9387 n/a n/a n/a 0.5642.0.6343 0.423 FOverturning 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 Infinity OK X-X, 0.60+0.7E None 0.0·k-ft Infinitv OK Z-Z, D 1.50 k-ft 255.680 k-ft 170.453 OK Z-Z. D+Lr 3.0 k-ft 371.680 k-ft 123.893 OK Z-Z. 0.6D+0.7E 3.0 k-ft 153.408 k-ft 51.136 OK