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Page: 22 <br />IEs' Oriel Engineering <br />QR <br />Structural & Bridge Engineers <br />- JOB # : 302.270-18 <br />9750 Miramar Road, Suite 310 Phone # : (858) 335-7643 PROJECT: Pleasanton Century House DATE: 01/24/19 <br />San Diego, CA 92126 www.Ode2.com DESCRIPTION : Shearwall Designs DESIGNED: ESY <br />*** Roof Level Shearwall Analysis *** <br />Wall (Self Weight) Lat. Load (k: . 0.16 Total Lat. Load @ Roof (k): 0.46 <br />INPUT <br />OUTPUT <br />Description: <br />SW -6 <br />SW -7 <br />Actual Shear -Wall (Ib/ft.) 74.87 Use Plywood Type: 3/8 CD -X <br />Actual Shear -Wall (lb/ft.) : 74.80 <br />. Use Plywood Type: 318 CD -X <br />Shear Wall Aspect Ratios Capacity Adjustment: 1.00 Mark: A <br />Shear Wall Aspect Ratios Capacity Adjustment: <br />1.00 Mark: A <br />(NDS-SDPWS2015-4.3.4) Nominal Capacity (lb/fl): 260 <br />Wall Width ft): <br />6.20 <br />Roof DL (psf) <br />11.00 <br />Allowable Capacity (Ib/ft): 260 <br />7.00 <br />Roof DL (psf) <br />11.00 <br />Overturning on Shearwall (Roof+Wall DL Resisting) <br />Wall Height (ft.): <br />9.00 <br />Wall DL (psf) <br />15.00 <br />Total Overturning Mom. (k -ft): 4.18 (1.5 S.F. - Wind) <br />Wall Height (ft.): <br />9.00 <br />Wall DL (psf) <br />15.00 <br />Total Resisting Mom. 10.6 * DL ] (k -ft) : 3.92 <br />Roof Trib. (ft.): <br />4.00 <br />Add. DL (lb./ft.): <br />0.00 <br />Total Resisting Mom. [ 0.6 * DL ] (k -ft) : <br />4.73 <br />Add. DL@End (k): <br />0.50 <br />- Uplift @ End of Wall (kip) 0.04 Use Holdown Type: NIA <br />0.00 <br />Capacity (Ibs) : 930.00 <br />Lat. Load @ ROOF (k) : <br />0.306 <br />Seismic Coef. <br />0.189 <br />Wall (Self Weight) Lat. Load (k: . 0.16 Total Lat. Load @ Roof (k): 0.46 <br />INPUT <br />OUTPUT <br />Description: <br />SW -7 <br />Actual Shear -Wall (lb/ft.) : 74.80 <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) : <br />7.00 <br />Roof DL (psf) <br />11.00 <br />Allowable Capacity (lbift): 260 <br />Overturning on Shearwall (Roof +Wall DL Resisting) <br />Wall Height (ft.): <br />9.00 <br />Wall DL (psf) <br />15.00 <br />Total Overturning Mom. (k -ft): <br />4.71 (1.5 S.F. - Wind) <br />Total Resisting Mom. [ 0.6 * DL ] (k -ft) : <br />4.73 <br />Roof Trib. (ft.): <br />4.00 <br />Add: DL (Ib./ft.): <br />0.00 <br />Add. DL@End (k): <br />0.50 <br />Uplift @ End of Wall (kip) .: 0.00 <br />Use Holdown Type: NIA . <br />Capacity (lbs.) : 930.00 <br />Lat. Load @ ROOF (k) : <br />0.345 <br />Seismic Coef. <br />0.189 <br />Wall (Self Weight) Lat. Load (k: 0.18 <br />Total Lat. Load @ Roof (k): <br />0.52 <br />