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Page: 9 <br />T 1 ORIE2 ENGINEERING <br />O%R jE Structural & Bridge Engineers Project No.: 302.270-18 PAGE No._ OF_ <br />9750 Miramar Rd., Suite 310 Phone # : (858) 335-7643 PROJECT: Pleasanton Century House DATE: 01/24/19 <br />San Diego, CA 92126 FAX # : (858) 586-0911 <br />BY: ESY <br />*** Shear Wall Design Schedule *** <br />Description: <br />Shear Location Length Height Force Shear Uplift Shear Holdown Footing Remarks <br />Wall (Level) (ft) (ft) (Kips) Value (Kips) Wall <br />Mark (min.) (lb/ft) Type <br />SW -1 <br />2nd <br />6.2 <br />9 <br />0.297 <br />73.4 <br />0.03 <br />3/8" CD -X A <br />N/A <br />N/A <br />SW -2 <br />2nd <br />.7 ' <br />9 <br />0.335 <br />73.4 <br />0 <br />3/8" CD -X A <br />N/A <br />WA . <br />SW -3 <br />2nd <br />5.8 <br />9 <br />0.278 <br />73.5 <br />0.05 <br />3/8"CD-XA <br />N/A <br />WA <br />SW -4 <br />2nd <br />10.3 <br />9 <br />1.124 <br />134.6 <br />0.36 <br />3/8"CD-XA <br />MST136A <br />WA <br />SW -5 <br />2nd <br />10.3 1 <br />9 <br />1.151 <br />1 137.3 <br />0.38 <br />318"CD-XA <br />MST136A <br />WA <br />SW -6 <br />2nd <br />6.2 <br />9 <br />0.306 <br />74.9 <br />0.04 <br />318"CD-XA <br />N/A <br />WA <br />SW -7 <br />2nd <br />7 <br />9 <br />0.345 <br />74.8 <br />0 <br />3/8"CD-XA <br />N/A <br />WA <br />SW -8 <br />2nd <br />5.8 <br />9 <br />0.286 <br />74.8 <br />0.06 <br />3/8"CD-XA <br />N/A <br />WA <br />SW -9 <br />1st <br />6.2 <br />10.5 <br />0.292 <br />150.3 <br />0.75 <br />3/8"CD-XA <br />HDU -2 <br />1.5W2D <br />SW -10 <br />1st <br />7 <br />10.5 <br />0.33 <br />150.3 <br />0.63 <br />3/8"CD-XA <br />HDU -2 <br />1.5'W2D <br />SW -11 <br />1st <br />5.8 <br />10.5 <br />0.274 <br />150.5 <br />0.81 <br />3/8"CD-XA <br />HDU -2 <br />1.5'W2D <br />SW -12 <br />1st <br />8.2 <br />10.5 <br />0.482 <br />187.1 <br />1.62 <br />3/8"CD-XA <br />HDU -2 <br />1.5W2D <br />SW -13 <br />1st <br />7.2 <br />10.5 <br />0.424 <br />1 187.2 <br />1.77 <br />3/8"CD-XA <br />HDU -2 <br />1.5W2D <br />SW -14 <br />1st <br />14.8 <br />.10.5 <br />0.927 <br />195.7 <br />0.76 <br />3/8" CD -X A <br />HDU -2 <br />1.5W2D <br />SW -15 <br />1st <br />15.9 <br />10.5 <br />0.822 <br />165.8 <br />0.14 <br />318"CD-XA <br />NIA <br />1.5'V1/2D <br />SW -A <br />2nd <br />34.4 <br />3.42 <br />2.6 <br />110.1 <br />0 <br />3/8" CD -X A <br />WA <br />Analysis splits SW -A into 13.2' and 13.7' <br />WA to match SW -C and SW -D above. <br />SW -B <br />2nd <br />34.4 <br />3.42 <br />2.6 <br />75.6 <br />0 <br />3/8" CD -X A <br />MST136A <br />NIA <br />SW -C <br />1st <br />13.2 <br />10.5 <br />1.079 <br />217.9 <br />0.27 <br />3/8" CD -X A <br />NIA <br />1.5'W2D <br />SW -D <br />1st <br />13.7 <br />10.5 <br />1.12 <br />224.7 <br />0.35 <br />1 3/8"CD-XA <br />N/A <br />1.5'W2D <br />SW -E <br />1st <br />5.8 <br />10.5 <br />0.5 <br />259.1 <br />1.89 <br />3/81:CD-XA <br />HDU -2 <br />1.5'W2D <br />SW -F <br />1st <br />13.7 <br />10.5 <br />1.181 <br />259.1 <br />0.91 <br />3/8"CD-XA <br />HDU -2 <br />1.5'W2D <br />