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Page: 30 <br />PAGE No.: <br />a <br />Orle.2 Engineering <br />MR,]IE <br />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 -. ; tory Shearwall Designs DESIGNED: ESY <br />San Diego, CA 92126 <br />FAX # :'.(858) 451-6142 <br />c:hds/w_shearwall-2story <br />*** Two -Story Shearwall Analysis *** <br />INPUT <br />OUTPUT <br />(2nd Floor) Not used <br />Description: <br />SW -15 <br />Actual Shear -Wall (lb/ft.) <br />Use Plywood Type: _ <br />O <br />2nd Level 84.32 <br />Capacity (lbs.ft.): <br />260.0 <br />Wall Width (ft.) : <br />15.90 <br />Roof DL (psf) - <br />11.00 <br />Overturning on Shearwall (Roof+ Wali DL Resisting): <br />(1.0 S.F. - Wind) <br />Floor DL (pso <br />15.00 <br />Total Overturning Mom. (k -ft): <br />12.07 <br />Ht. of Roof to Floor (ft.): <br />9.00 <br />Wall DL (psf) <br />15.00 <br />Total Resisting Mom. [ 0.60 • DL ] (k -ft) <br />13.58 <br />Ht, of Floor to Ground (ft.) <br />10.50 <br />Nat used <br />(Roof) Add. DL (Ib./ft.): <br />0.00 <br />Uplift @ End of Wall (kip) 0.00 <br />Use Holdown Type: <br />N/A <br />Roof Trib.-(ft.): <br />4.00 <br />(Roof) Add. DL@End (kip): <br />0.00 <br />(Includes 1.0 S.F. for. Wind) <br />Capacity (lbs.): <br />930 <br />Floor Trib. (ft.) <br />8.00 <br />(Fir) Add. DL (Ib./ft.): <br />38.00 <br />(Fir) Add. DL@End (kip): <br />0.00 <br />Seismic Coef. <br />0:189 <br />Lat. Load @ ROOF (Kips) <br />0.935 <br />(1st Floor) SW -15 <br />Wali (Self -Wt.) @ ROOF <br />0.406 <br />Total Lat. Load @ ROOF <br />1.34 <br />Actual Shear -Wall (Ib/ft.) <br />Use Plywood Type: <br />A <br />O <br />Lat. Load @ FLOOR (Kip: <br />0.822 <br />1 1st Level 165.79 <br />Capacity (lbs.ft.): <br />260.0 <br />Wall (Self -Wt.) @ FLOOF <br />0.473 <br />Total Lat. Load @ FLOOF <br />1.30 <br />Overturning on Shearwall (Roof + Floor + Wali DL Resisting): <br />Allow. Soil Bearing (psf): <br />1500.0. <br />Total Overturning Mom. (k -ft): <br />39.74 <br />Total Resisting Mom. [ 0.6 • DL ] (k -ft) <br />37.50 <br />Fig. Width ft): <br />2.00 <br />Conc. Wt. (pco: <br />150.00 <br />E)t. Beyond (ft.): <br />2.00 <br />Uplift @ End of Wall (kip) 0.14 <br />Use Hoidown Type: <br />NA <br />Ftg. Depth (ft.) : <br />0.67 <br />(Includes 1.0 S.F. for Wind) <br />Capacity (lbs.): <br />NA <br />WIND (1-Yes/2-No) <br />2.0 <br />Mom. OT at Base (k -ft.): 28.04 <br />Mom. Resist at Base (k -ft.): 112.02 <br />Mom. @ Fig. Ext. - M (k -fl <br />3.13 <br />Mu = 1.7•M (k -ft) <br />5.32 <br />Vu = 1.7•V (kip) <br />3.22 <br />Overturning S.F.: 3.99 <br />> 1.5 <br />a'= (MR-MOT)/F (ft.) = 7.459 <br />L%6 (ft.) = 3.32 <br />e = U2 - e' (ft.) = 2.49 <br />U (ft.) = 0.00 <br />Trap. <br />Min. Soil Bearing Press. (ksf) _ 0.076 <br />Max Soil Bearing Press. (ksf) = 0.495 <br />< 1995.0 <br />