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Page: 32 <br />PAGE No. <br />IE 2 Ode 2 Engineering <br />�R Structural <br />& Bridge Engineers <br />JOB #: 302.270-18 <br />DATE: 01/24/19 <br />PROJECT: Pleasanton Century House <br />9750 Miramar Road, Ste. 310 <br />Phone #: (858) 335.7643 <br />DESCRIPTION : 2 -story shearwa0 Designs DESIGNED: ESY <br />San Diego, CA 92126 <br />FAX # : (858) 451-6142 <br />c:bds/w sheanvall-2story <br />Two -Story Shearwall Analysis*** <br />INPUT <br />OUTPUT <br />(2nd Floor) NOT USED <br />Description: SW -F <br />'Actual Shear -Wall (lb/ft.) <br />Use Plywood Type: <br />O <br />2nd Level 143.05 <br />Capacity (lbs.ft.): <br />260.0 <br />Wall Width (ft.) : <br />13.70. <br />Roof DL (psf) <br />11.00 <br />Overturning on Shearwall (Roof+ Wall DL, Resisting): (1.0 S.F. -.Wind) <br />Floor DL (psf) <br />15.00 <br />Total. Overturning Main. (k -ft): <br />6.70 <br />Ht. of Roof to Floor (ft.): <br />3.42 <br />Wall DL (psf) <br />15.00 <br />Total Resisting Mom. [ 0.60 • DL I (k -ft) <br />16.29 <br />Ht. of Floor to Ground (ft.) <br />10.50 <br />NOT USED . <br />(Roof) Add. DL (IbJft.): <br />0.00 <br />Uplift @ End of Wall (kip) 0.00 <br />Use Holdown Type: <br />N/A <br />Roof Trib. (ft.): <br />15.00 <br />(Roof) Add. DL@End (kip): <br />0.50 <br />(Includes 1.0 S.F. for Wind) <br />Capacity (lbs.): <br />930 <br />Floor Trib. (ft.) <br />2.60 <br />(Fir) Add. DL (Ib./ft.): <br />0.00 <br />(Fir) Add. DL@End (kip): <br />0.50 <br />Seismic Coef. <br />0.189 <br />Lat. Load @ ROOF (Kips) <br />1.827 <br />(1st Floor) SW -F <br />O <br />Wall (Self -Wt.) @ ROOF <br />0.133 <br />Total Lat. Load @ ROOF <br />1.96 <br />Actual Shear -Wall (Ib/ft.) <br />Use Plywood Type: <br />Lat. Load @ FLOOR.(Kip: <br />1.181- <br />1st Level 259.03 <br />Capacity (lbs.ft.): <br />260.0 <br />Wall (Self -Wt.) @ FLOOF <br />0.408 <br />Total Lat Load @ FLOOF <br />1.59 <br />Overturning on Sheanr✓all (Roof+ Floor+ Wall DL Resisting): <br />Allow. Soil Bearing (psl): <br />1500.0 <br />Total Overturning Mom. (k -ft): <br />43.96 <br />Total Resisting Mom. 10.6 • DL I (k -ft) <br />31.46 <br />Ftg. Width '(ft.) : <br />2.00 <br />Conc. Wt. (pcf): <br />150.00 <br />Ext. Beyond (1): <br />4.00 <br />Uplift @ End of Wall (kip) 0.91 <br />Use Holdown Type: <br />HDU2 <br />Ftg. Depth ft): <br />0.67 <br />(Includes 1.0 S.F. for Wind) <br />Capacity (lbs.): <br />3285 <br />WIND (1-Yes/2-No) <br />2.0 <br />Mom. OT at Base (k -ft.): 39.85 <br />Mom. Resist at Base (k -ft.): 130.39 <br />Mom. @ Ftg. Ext. - M (k -fl <br />12.66 <br />Mu = 1.7*M (k -ft) <br />21.52 <br />Vu =1.7'V (kip) <br />6.58 <br />Overturning S.F. 3.27 <br />> 1.5 <br />a'= (MR-MOT)/F (ft.) _ 7.534 <br />U6 (ft.) _. 3.62 <br />e = U2 - e' (ft.) = 3.32 <br />U (ft.) = 0.00 <br />Trap. <br />Min. Soil Bearing Press. (ksf) = 0.023 <br />Ma)L Soil Bearing Press. (ksf) = 0.531 <br />< 1995.0 <br />