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Page: 21 <br />One2 Engineering <br />Structural & Bridge Engineers <br />W <br />INPUT <br />OUTPUT <br />Description: <br />JOB # : 302.270-18 <br />9750 Miramar Road, Suite 310 <br />Phone #: (858) 335-7643 <br />Use Plywood Type: 3/8 CD -X <br />PROJECT: Pleasanton Century House <br />DATE: 01/24/19 <br />San Diego, CA 92126 <br />www.Ori62.com <br />DESCRIPTION: Shearwall Designs <br />DESIGNED: ESY <br />*** Roof Level Shearwall Analysis *** <br />Nominal Capacity (Ib/ft): 260 <br />INPUT <br />10.30 <br />Roof DL (psQ <br />OUTPUT <br />Description: SW -4 <br />Actual Shear -Wall (Ib/ft.) 134.64 <br />Use Plywood Type: 3/8 CD -X <br />Overturning on Shearwall (Roof+Wall DL Resisting) <br />Wall Height (ft.): <br />9.00 <br />Shear Wall Aspect Ratios Capacity Adjustment: <br />1.00 Mark: A <br />Total Overtuming Mom. (k -ft): <br />12.72 (1.5 S.F. - Wind) <br />(NDS-SDPWS2015-0.3.4) <br />Nominal Capacity (Ib/ft): 260 <br />Wall Width ft): 10.30 <br />Roof DL (psf) <br />11.00 <br />Roof Trib. (ft.): <br />Allowable Capacity (lblft): 260 <br />Add. DL (Ib./ft.): <br />0.00 <br />Overturning on Shearwall (Roof+Wall DL Resisting) <br />Wall Height (ft.): 9.00 <br />Wall DL (psf) <br />15.00 <br />Total Overturning Mom. (k -ft): <br />12.48 (1.5 S.F. -Wind). . <br />Use Holdown Type: MST136A <br />Total Resisting Mom. [ 0.6 " DL ] (k -ft) : <br />8.79 <br />Roof Trib. (ft): 4.00 <br />Add. DL (Ib./ft.): <br />0.00 <br />Seismic Coef. <br />0.189 <br />Add. DL@End (k): <br />0.50 <br />Uplift @ End of Wall (kip) 0.36 <br />Use Holdown Type: MST136A <br />1.41 <br />Capacity (lbs.) : 930.00 <br />Lat Load @ ROOF (k) : 1.124 <br />Seismic Coef. <br />0.189 <br />Wall (Self Weight) Lat. Load (k; 0.26 <br />Total Lat. Load @ Roof (k): <br />1.39 <br />INPUT <br />OUTPUT <br />Description: <br />SW -5 <br />Actual Shear -Wall (Ib/ft.) 137.26 <br />Use Plywood Type: 3/8 CD -X <br />Shear Wall Aspect Ratios Capacity Adjustment: <br />1.00 Mark: A' <br />(NDS-SDPWS2015-4.3.4) <br />Nominal Capacity (Ib/ft): 260 <br />Wall Width ft): <br />10.30 <br />Roof DL (psQ <br />11.00 <br />Allowable Capacity (lblft): 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 Overtuming Mom. (k -ft): <br />12.72 (1.5 S.F. - Wind) <br />Total Resisting Mom. [ 0.6DL ] (k -ft) : <br />8.79 <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) 0.38 <br />Use Holdown Type: MST136A <br />Capacity (lbs.).: 930.00 <br />Lat Load @ ROOF (k) : <br />1.151 <br />Seismic Coef. <br />0.189 <br />Wall (Self Weight) Lat. Load (K <br />0.26 <br />Total Lat. Load @ Roof (k): <br />1.41 <br />