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7ZI--1 Axial Engineering Group, Inc -4 7251 Owensmouth Avenue 1 Suite 4 818.902.0200 . 1 ©54 f: 818.902.0232 / - -1 email: info@aeg-inc.net Geheral Footing Title : CATALINA Job # 212-013 Engineer: . LQ Project Desc.:PROPOSED NEW OFFICE BUILDING Plinted+ 25 OCT 2012, 1:46PM R..6.... ' ,· ··4. 1· · 7.-5 · ..,; ' "0 0. ...'. ··- Fild: X:\2012-PROJECTS\212-013 Catalma\Calts\CatalinaeGG-6 1 ,:'·'-,t· - U PLL , " '4 ', ··· ·. / k - 5. ENERCALC, INC 1983-2012, Build 612926, Vel-6.12.9 26 Description : Main Pad #3 DES-GN SUMMARY --. j -:· -:- ' 1 - Min. Ratio Item Applied Capacity Governing Load Combination PASS 0.7135 Soil Bearing 1.427 ksf 2.0 ksf +D+Lr+H Overturning - X-X 0.0 k-ft 0.0 k-ft No Overtuming. Overtuming - Z-Z 1.320 k-ft 17.376 k-ft 0.6D+0.7E Sliding - X-X 0.880 k 3.731 k 0.60+0.7E Sliding - Z-Z 0,0.k 0.0 k No Sliding PASS Wa Uplift 0.0 k 0.0 k No Uplift PASS 0.04849 Z Flexure (+X)1.476 k-ft 30.434 k-ft +0.90D+E+1.60H PASS .0.03284 Z Flexure (-X)0.9994 k-ft 30.434 k-ft +0.90D+E+1.60H PASS 0.1002 X Flexure (+Z)3.050 k-ft ·30.434 k-ft +1.20[)+1.60Lr,0.50L PASS 0.04066 X Flexure (-Z)1.237 k-ft 30.434 k-ft +0.90D+E+1.60H PASS 0.06771 1-way Shear (+X)6.305 psi 93.113 psi +1.20D+1.60Lr+·0.50L PASS 0.06771 1-way Shear (-X)6.305 psi 93.113 psi +1.20D+1.60Lr+0.50L PASS 0.06771 1-way Shear (+Z)6.305 psi 93.113 psi +1.20D+1.60Lr-,0.50L PASS 0.06771 1-way Shear (-Z)6.305 psi 93.113 psi +1.20D+1.60Lr+0.50L PASS 0.1311 2-way Punching 24.411 psi 186.226 psi +1.20D+1.60Lr+0.50L PASS n/a PASS 13.16, PASS 4.240 PASS n/a 1 i 0@tilldd 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 2.0 n/a 0.0 0.9050 0.9050 n/a n/a 0.453 X-X, +D+L+H 2.0 n/a 0.0 0.9050 0.9050 n/a n/a 0.453 X.X, +D+Lr+H 2.0 n/a 0.0 1.343 1.343 n/a n/a 0.672 X.X, +D+S+H 2.0 n/a 0.0 0.9050 0.9050 n/a n/a 0.453 X.X, +D+0.750Lr+0.750L+H 2.0 n/a 0.0 1.233 1.233 n/a n/a 0.617 X-X, +D+0.7501-4750S+H 2.0 nia 0.0 0.9050 0.9050 n/a n/a 0.453 X.X,+D+W+H 2.0 nia 0.0 0.9050 0.9050 n/a n/a 0.453 X-X,+D+0.70E+H . 2.0 nia 0.0 0.9050 0.9050 n/a n/a - 0.453 X-X, +D+0.750Lr+0.750L+0.750W+H 2.0 n/a 0.0 1.233 1.233 rda n/a 0.617 X-X. +D+0.750L+0.750S+0.750W+H . 2.0 nia 0.0 0.9050 .0.9050 n/a n/a 0.453 X.X, +D+0.750Lrk.750L+0.5250E+H 2.0 n/a 0.0 1.233 1.233 n/a n/a 0.617 X-X, +D+0.7501-+0.750S+0.5250E+H 2.0. nia 0.0 0.9050 0.9050 n/a n/a 0.453 X-X, +0.60D+W+H 2.0 - n/a 0.0 0.5430 0.5430 n/a n/a 0.272 X-X, +0.60D+0.70E+H 2.0 n/a . 0,0 0.5430 0.5430 n/a n/a. 0.272 Z-Z.+D 2.0 0.3729 n/a n/a n/a 0.8630 0.9470 0.474 Z-Z. +D+L+H 2.0 0.3729 Wa n/a .. n/a 0.8630 0.9470 0.474 Z.Z, +D+Lr+H 2.0 0.5028 n/a n/a. 6/3 1.258 1.427 0.714 Z-Z,+D+S+H 2.'0 0.3729 nia nia nia 0.8630 0.9470 0.474 Z-Z. +D+0.750LF+0.750L+H 2.0 0.4790 n/a n/a · n/a 1.160 1.307 0.654 Z-Z, +D+0.750L+0.750S+H 2.0 0.3729 n/a n/a n/a 0.8630 0.9470 0.474 Z-Z, +D+W+H 2.0 0.3729 h/a n/a n/a 0.8630 -0.9470 0.474 Z.Z, +D+0.70E+H 2.0 1.243 n/a n/a n/a 0.7.648 1.045.0.523 Z-Z, +D+O.750LF+0.750L+O.750W+H 2.0 0.4790 n/a n/a n/a 1.160 1.307 0.654 Z-Z. +D+0.750L+0.750S+0.750W+H 2.0 0.3729 n/a n/a n/a 0.8630 0.9470 0.474 Z-Z, +D+0.750Lr+0.750L+0.5250E+H 2.0·0.9579 n/a n/a n/a 1.086 1.380 0.690 Z-Z, +D+0.750L+0.7506+0.5250E+H 2.0 1.026 nia nia nia 0.7894 1.021 0.511 Z-Z. +0.60D+W+H 2.0 0.3729 n/a n/a n/a 0.5178 0.5682 0.284 Z-Z, 40.6.0.00.70-E+H- _ 2.0 1.823 n/a nia nia 0.4197 0.6663 0.333 Overturning StabilityIiRotation Axis & Load Combination...Ovelturning 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. 0.6D+0.7E None D.0 k-ft Infinitv OK Z-Z, D 0.450 k-ft 28.960 k-ft 64.356 OK Z-Z, D+Lr 0.90 k-ft -42.960 k-ft 47.733 OK Z-Z, 0.6D+0.7E 1.320 k-ft 17.376 k-ft 13.164 OK