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Page: 7 <br />ORIE2 ENGINEERING <br />t�R IE z Structural & Bridge Engineers Project No. 302.270-18 PAGE No._ OF _ <br />s• 9750 Miramar Rd., Suite 310 Phone # : (858) 335-7643 PROJECT :Pleasanton Century House DATE: 01/24/19 <br />San Diego, CA 92126 FAX # : (858)58r,0911 <br />BY; ESY <br />... ERistirtg Shear Panel Check " <br />Description: <br />Shear Location Length Height Force Total Force Shear Shear Shear Shear Shear Remarks <br />Wall (Level) (ft) (ft) (Kips) W/ Self Wt. Value Wall Capacity Demand Wall <br />Mark - (min.) & Roof Force (Ib/ft) 'Type (Ib/ft) Capacity Check <br />(Kips) Ratio <br />Since many of the existing wood siding/gyp board walls are not adequate, <br />analyze the existing building with added plywood sheathing to walls. <br />Plywood <br />For SWcturel Plywood, Fp = 0.189 Wp <br />SW -1 <br />2nd <br />6.2 <br />9 <br />0.96822 <br />1.4996 <br />241.9 <br />Sidih <br />280 <br />0.86 <br />OK <br />For Sidin / G sum F = 0.616 W <br />Plywood <br />Shear Value Amplification Factor <br />SW -2 <br />2nd <br />7 <br />9 <br />1.0921 <br />1.6626 <br />237.5 <br />Siding <br />280 <br />0.85 <br />OK <br />Factor= 0.61610.189= 3.26 <br />- <br />Plywood <br />SW -3 <br />2nd <br />5.8 <br />9 <br />0.90628 - <br />1.4018 <br />241.7 <br />Siding <br />280 <br />0.86 <br />OK <br />Gypsum <br />SW -4 <br />- 2nd <br />10.3 <br />9 <br />3.66424 <br />4.5314 <br />439.9 <br />Board <br />150 <br />2.93 <br />NG <br />Gypsum <br />SW -5 <br />2nd <br />10.3 <br />9 <br />3.75226 <br />4.5966 <br />446.3 <br />Board <br />150 <br />2.98 <br />NG <br />Plywood, <br />SW -6 <br />2nd <br />6.2 <br />9 <br />0.99756 <br />1.4996 <br />241.9 <br />Siding <br />280 <br />0.86 <br />OK <br />Plywood <br />SW -7 <br />2nd <br />7 <br />9 <br />1.1247 <br />1.6952 <br />242.2 <br />Sidin <br />280 <br />0.86 <br />OK <br />Plywood <br />SW -8 <br />2nd <br />5.8 <br />9 <br />0.93236 <br />- 1.4018 <br />241.7 <br />Siding <br />280 <br />0.86 <br />OK <br />_ <br />-Plywood <br />- <br />SW -9 <br />1st <br />6.2 <br />10.5 <br />0.95192 <br />3.0644 <br />490.0 <br />Siding <br />280 <br />1.75 <br />NG <br />- <br />Plywood <br />SW -10 <br />1st <br />7 <br />10.5 <br />1.0758 <br />3.423 <br />490.0 <br />Siding <br />280 <br />1.75 <br />NG <br />Plywood <br />SW -11 <br />1st <br />5.8 <br />10.5 <br />0.89324 <br />2.8688 <br />490.5 <br />Siding <br />280 <br />1.75 <br />NG <br />Gypsum <br />SW -12 <br />1st <br />8.2 <br />10.5 <br />1.57132 <br />5.0204 <br />609.9 <br />Board <br />150 <br />4.07 <br />NG <br />Gypsum <br />SW -13 <br />1st <br />7.2 <br />10.5 <br />1.38224 <br />4.401 <br />610.3 <br />Board <br />150 <br />4.07 <br />NG <br />Gypsum <br />SW -14 <br />1st <br />14.8 <br />10.5 <br />3.02202 <br />9.454 <br />638.0 <br />Board <br />150 <br />4.25 <br />NG <br />Plywood <br />- <br />SW -15 <br />1st <br />15.9 <br />10.5 <br />2.67972 <br />8.6064 <br />540.5 <br />Siding <br />280 <br />1.93 <br />NG <br />Plywood <br />SW -A <br />2nd <br />34.4 <br />3.42 <br />.8.47926 <br />9.291 <br />270.1 <br />Siding <br />280 <br />0.96 <br />OK <br />Plywood <br />SW -B <br />2nd <br />34.4 <br />3.42 <br />8.476 <br />8.476 <br />246.4 <br />Siding <br />280 <br />0.88 <br />OK <br />- <br />Plywood <br />SW -C. <br />1st <br />13.2 <br />10.5 <br />3.51754 <br />9.3562 <br />710.4 <br />Siding <br />280 <br />2.54 <br />NG <br />Plywood <br />SW -D <br />1st <br />13.7 <br />10.5 <br />3.6512 <br />9.6496 <br />732.5 <br />Siding <br />280 <br />2.62 <br />NG <br />Plywood <br />- <br />SW -E <br />1st <br />5.8 <br />10.5 <br />1.63 <br />.4.89 <br />844.7 <br />Siding280 <br />-3.02 <br />NG <br />Plywood <br />SW -F <br />1st <br />13.7 <br />10.5 <br />3.85006 <br />-11.573 <br />844.7 <br />Sidin <br />280 <br />3.02 <br />NG <br />Since many of the existing wood siding/gyp board walls are not adequate, <br />analyze the existing building with added plywood sheathing to walls. <br />