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Page: 18 <br />PAGE No.: <br />IE Z Ode 2 Engineering <br />OR Structural & Bridge Engineers JOB #: 302.270-18 DATE : 01/24/19 <br />PROJECT: Pleasanton Century House <br />9750 Miramar Road, Ste. 310 Phone # : (858) 335.7643 DESCRIPTION : 2 -Story Shearwall Designs DESIGNED: ESY <br />San Diego, CA 92126 FAX #: (858) 451-6142 <br />c:/As/w_shearwall-2story *** Two -Story Shearwall Analysis *** <br />INPUT <br />OUTPUT <br />(2nd Floor) SW -1 <br />Description: <br />Sw-1, Sw-9 <br />Actual Shear -Wall (Ib/ft.) <br />Use Plywood Type: <br />A <br />O <br />2nd Level 73.42 <br />Capacity (Ibs.ft.): <br />260.0 <br />Wall Width (It.): <br />6.20 <br />Roof DL (psf) <br />11.00 <br />Overturning on Shearwall (Roof+ Wall DL Resisting): <br />(1.0 S.F. - Wind) <br />Floor DL (psf) <br />15.00 <br />Total Overturning Mom. (k -ft): <br />4.10 <br />Ht. of Roof to Floor (ft.): <br />9.00 <br />Wall DL (psf) <br />15.00 <br />Total Resisting Mom. 10.60 ` DL ] (k -ft) <br />3.92 <br />Ht. of Floor to Ground (ft.) <br />10.50 <br />(Roof) Add. DL (Ib./ft.): <br />0.00 <br />Uplift @ End of Wall (kip) 0.03 <br />Use Holdown Type: <br />N/A <br />Roof Trib. (ft.): <br />4.00 <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 />7.00 <br />(Fir) Add. DL (lb./ft.)`. <br />38.00 <br />(Fir) Add. DL@End (kip): <br />0.50 <br />Seismic Coef. <br />0.189 <br />Lat: Load @ ROOF ()Qps) <br />0.297 <br />(1st Floor) SW -9 <br />Wall (Self -Wt.) @ ROOF <br />0.158 <br />Total Lat. Load @ ROOF <br />0.46 <br />Actual Shear -Wall (Ib/ft.) <br />Use Plywood Type: <br />A <br />O <br />Lat. Load @ FLOOR (Kip: <br />0.292 <br />1st Level 150.28 <br />Capacity (lbs.ft.): <br />260.0 <br />Wall (Self -Wt.) @ FLOOF <br />0.185 <br />Total Lat. Load @ FLOOF <br />0.48 <br />Overturning on Shearwall (Roof + Floor + Wall DL Resisting): <br />Allow. Soil Bearing (psf): <br />1500.0 <br />Total Overturning Mom. (k -ft): <br />13.88 <br />Total Resisting Mom. [ 0.6 ` DL ] (k -ft) <br />9.25 <br />Ftg. Width (ft.) : <br />2.00 <br />Conc. Wt. (pcfl: <br />150.00 <br />Ext. Beyond (ft.): <br />2.00 <br />Uplift @ End of Wall (kip) 0.75 <br />Use Holdown Type: <br />HDIJ2 <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.): 9.25 <br />Mom. Resist at Base (k -ft.): 34.62 <br />Mom. @ Ftg. Ext. - M (k -fl <br />3.58 <br />Mu = 1.7`M (k -ft) <br />6.08 <br />Vu = 1.7`V (kip) <br />3.72 <br />Overturning S.F. 3.74 <br />> 1.5 <br />a'= (MR-MOT)/F (ft.) = 3.737 <br />U6 (ft.) = 1.70 <br />e = U2 - e' (ft.) = 1.36 <br />U (ft.) = 0.00 <br />Trap. <br />Min. Soil Bearing Press. (ksf) = 0.066 <br />Max Soil Bearing Press. (ksf) = 0.600 <br />< 1995.0 <br />