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Page: 23 <br />OrielEngineeringvp <br />Structural & Bridge Engineers <br />- <br />JOB # : 302.270-18 <br />9750 Miramar Road, Suite 310 <br />Phone # : (858) 335-7643 <br />PROJECT: Pleasanton Century House <br />DATE: 01/24(19 <br />San Diego, CA 92126 <br />www.Ode2.com <br />DESCRIPTION: Shearwall Designs <br />DESIGNED.: ESY <br />*** Roof Level Shearwall Analysis *** <br />INPUT <br />OUTPUT <br />Description: SW -8 <br />Actual Shear -Wall (lblft.) 74.83 <br />Use Plywood Type: 318 CD -X <br />Shear Wall Aspect Ratios Capacity Adjustment: <br />1.00 Mark: A <br />(NDS-SDPWS2015-4.3.4) <br />Nominal Capacity (lb/ft): 260 <br />Wall Width ft): 5.80 <br />Roof DL (psf). <br />11.00 <br />Allowable Capacity (lb/ft): 260 <br />Overturning on Shearwall (Roof +Wall DL Resisting) <br />Wall Height (ft.): 9.00 <br />Wall DL{psf) <br />15.00 <br />Total Oveftuming Mom. (k -ft): <br />3.91 (1.5 S.F. - Wind) <br />Total Resisting Mom. [ 0.6DL ] (k -ft) : <br />3.55 <br />Roof Trib. (fL): 4.00 <br />Add. DL (lb./ft.): <br />0.00 <br />Add. DL@End (k): <br />0.50 <br />Uplift @ End of Wall (kip) 0.06 <br />Use Holdown Type: NIA <br />Capacity (lbs.) : 930.00 <br />Lat. Load @ ROOF (k) : 0.286 <br />Seismic Coef. <br />0.189 <br />Wall (Self Weight) Lat. Load (k: 0.15 <br />Total Lat. Load @ Roof (k): <br />0.43 <br />