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Axial Engineering Group, Inc. <br />7147 Woodley Avenue <br />Van Nuys, CA 91406 <br />818-902-0200 <br />Title : CATALINA Job-# 212-013 <br />Engineer: LQ <br />Project Desc.: PROPOSED NEW OFFICE BUILDING <br />Printed: 27 JUL 2012.11:41AM <br />r.. ve·- i p•V'·,-38*9". - '7.7... '.. :.3. 14'2,1.1 . ..f..' 2 ?ij '- 4, -':..· .....'.· ' ?97.t : ...A.': ....:>·: r..3*· .1 ). r.. C;. -{-..f'0Fileitk:\2012-PROJECTS\212-'013·Chtalih.h\CAIc¢Cthliia*FT: G-eneral:-:rog.¢1110 ·· :'2. Cif' 3 '·> f''-22·: ···· -; '- ·'-·-· ·-·P-f·. Q- : · f':· '' · 'f.'--. :. -ENERCALC,INC 1983:2011, Build:6.12.3.14,Vet:6;12.6:362: <br />Description-: Main Pad #2 <br />DES/GN·SUMMARY q F : <br />Min. Ratio Item <br />./- „71 mililimirrjrtrtrrtrtrilillilill#- <br />Applied Capacity Governing Load Combination <br />Desig']fOK <br />PASS 0.7470 Soil Bearing 1.494 ksf 2.0 ksf +D+Lr+H <br />PASS n/a Overtuming - X-X 0.0 k-ft 0.0 k-ft No Overturning <br />PASS 21.498 Overtuming - Z-Z 3.0 k-ft 64.494 left 0.6D+0.7E <br />PASS 4.068 Sliding - X-X 2.0 k 8.137 k 0.6D+0.7E <br />PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding <br />PASS n/a Uplift 0.0 k 0.0 k No Uplift <br />PASS 0.2781 Z Flexure (+X)7.549 k-ft 27.146 k-ft +1.200+1.60Lr-+0.50L <br />PASS 0.2523 Z Flexure (-X)6.849 k-ft 27.146 k-ft +1.20D+1.60Lr-,0.501- · <br />PASS 0.2652 X Flexure (+Z)7.199 ®ft 27.146 k-n +1.20D+1.60Lr+·0.50L <br />PASS 0.2652 X Flexure (-Z)7.199 k-ft 27.146 k-ft +1:20D+1.60Lr+0.50L · <br />PASS 0.1680 1-way Shear (+X)15.644 psi 93.113 psi +1.20D+1.60Lr+0.50L <br />PASS 0.1680 1-way Shear (-X)15.644 psi 93.113 psi +1.20D+1.60Lr+0.50L <br />PASS 0.1680 .1-way Shear (+Z)15.644 psi 93.113 psi +1.20[)+1.60Lr-,0.50L <br />PASS 0.1680 1-way Shear (-Z)15.644 psi 93.113 psi +1.20D+1.60Lr+0.50L <br />PASS 0.3299 2-way Punching 61.440 psi 186.226 psi +1.20D+1.60Lr+0.50L <br />-f bdiaile*Results=: i <· d h. 0 i ....... :....... :.. r o J <br />Soil Bearing <br />Rotation Axis & Actual Soil Bearing Stress Actual / Allowable <br />Load Combination...Gross Allowable Xecc Zecc +Z +Z. -X -X Ratio <br />X.X, +D 2.0 n/a 0.0 0.9953 0.9953 n/a n/a 0.498 <br />X-X. +D+Lr+H 2.0 n/a 0.0 1.412 1.412 n/a n/a 0.706 <br />X-X, +D+0.750Lr,0.750L+H 2.0 n/a 0.0 .1.308 1.308 n/a n/a 0.654 <br />X.X, +D+0.70E+H 2.0 n/a 0.0 0.9953 0.9953 n/a n/a 0.498 <br />X-X. +D+0.750Lr+0.750L+0.750W+H 2.0 n/a 0.0 1.308 1.308 n/a n/a 0.654 <br />X-X +D+0.750Lr+0.750L+0.5250E+H 2.0. n/a 0.0 1.308 1.308 n/a n/a 0.654 <br />X-X +D+0.750L+0.750S+0.5250E+H 2.0 n/a 0.0 0.9953 0.9953 n/a n/a 0.498 <br />X-X. +0.60D+0.70E+H 2.0 n/a 0.0 0.5972 0.5972 · n/a n/a 0.299 <br />Z.Z. +D 2.0 .0.5024 Wa Wa Wa 0.9542 1.036 0.518 <br />Z.Z. +D+Lr+H 2.0 0.7082 n/a n/a n/a. 1.330 1.494 0.747 <br />Z.Z, +D+0.750Lr,0.750L+H 2.0 0.6691 nia Wa rda 1.236 1.380 0.690 <br />Z-Z. +D+0.70E+H 2.0 1.206 n/a n/a n/a · 0.8966 1.094 0.547 <br />Z-Z. +D+0.750Lr+0.750L+0.750W+H 2.0 0.6691 n/a n/a n/a 1.236.1.380 0.690 <br />Z-Z, +D+0.750Lr-+O.750L+0.5250E+H 2.0 1.071 nhi n/a n/a 1.193 1.423 0.712 <br />Z.Z, +D+0.750L+0.750S+0.5250E+H 2.0 1.030 n/a * n/a n/a 0.9110 1.080 0.540 <br />_Z-Z, d).600+0.70EtH__ .__ 2.0 1.675 nia nia' nia 0.5149 0.6794 0.340 <br />Overturning Stability <br />Rotation Axis & <br />Load Combination...Overturning Moment Resisting Moment Stability Ratio Status <br />X.X. D None 0.0 k-ft Infinitv OK · <br />X-X, D+Lr , None 0.0 k-ft Infinitv OK <br />X-X. 0.6D+0./E ' None 0,0 k-ft Infinitv OK <br />Z-Z. D · 1.50 k-ft 107.490 k-ft 71.660 OK <br />Z-Z. D+Lr 3.0 k-ft 152.490 k-ft 50.830 OK <br />U, 0.60+0.ZE + · 3.0 k-ft 64.494 k-ft 21.498 OK <br />All units kSliding·Stabillty ,.· :..F' ' :;:. 2 : : .6 .9. ·· ... d?.11.1 <br />Force Application Axis . <br />Load Combination...Sliding Force . Resisting Force Sliding SafetyRatio Status <br />X-X. D 1.0 k 12.437 k 12.437 OK <br />X-X. D+Lr 2.0.k 16.937 k 8.468 OK <br />X-X. 0.6D+0.7E 2.0 k·8.137 k 4.068 OK <br />Z-Z. D 0.Ok - 12.437 k No Slidina OK <br />Z-Z, D+Lr 0.0 k 16.937 k No Slidina OK <br />Z-Z. 0.6D+0.7E 0.0 k 8.137 k No Slidina OK