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CHAN RESIDENCE I June 7, 2022 i SDA Job# 9557 u L <br /> LEFT!R!GHT ZONES <br /> E'V Roof= <br /> WIND ZONE A B C 0 - <br /> AVE.HEIGHT 4.5 3.5 4.5 9 _ <br /> AVE.WIDTH 6 4 38 23.3 <br /> Ps 47.14 0.00 32.70 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 1273 0 5591 94 0 0 0 0 0 0 0 0 <br /> TOTAL 16,957lbs <br /> EV 2nd Floor = <br /> WIND ZONE A C <br /> AVE. HEIGHT 6 10 l i <br /> AVE.WIDTH 10 37.2 <br /> Ps 47.14 32.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 2828 12163 0 0 0 0 0 0 0 0 0 0 <br /> TOTAL 114,992Ibs <br /> EV Grade= <br /> WIND ZONE <br /> AVE. NEIGH f <br /> AVE.WIDTH <br /> Ps 0.00 0.00 0.00 0.00 _ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 0 0 0 0 0 0 0 0 0 0 0 0 <br /> y({ TOTAL 10lbs <br /> EVNA= <br /> WIND ZONE ' <br /> ,_. <br /> AVE.HEIGHT .-- <br /> AVE.WIDTH <br /> Ps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 0 0 0 0 0 0 0 0 0 0 0 0 <br /> TOTAL 10lbs <br /> SEISMIC LOAD p CALCS(ASCE7-16§12.3.4): <br /> Roof Level Calculations <br /> Plate Height: 10.00 ft J Tributary Area: 1.0 <br /> Total length of Shearwall in Shortest Line: 9.25 ft Total Area: 2.0 <br /> Length of Shortest Segment within Shear Line: 3.75 ft <br /> Length of Longest Segment in Shear Line: 5 5C H p= 1.00 ASCE 7-16 12.3.4.2 a <br /> 2nd Floor Level Calculations <br /> Plate Height: 8.00 ft Tributary Area: 1.0 <br /> Total length of Shearwall in Shortest Line: 5.75 ft Total Area: 2 0 <br /> Length of Shortest Shearwall within Shear Line: 2.88 ft <br /> Length of Longest Wall in Shear Line: 2.88 ft p= 1.00 ASCE 7-16 12.3.4.2 a <br /> Grade Level Calculations <br /> Plate Height: Tributary Area: <br /> Total length of Shearwall in Shortest Line: Total Area: <br /> i Length of Shortest Shearwall within Shear Line: <br /> 1 Length of Longest Wall in Shear Line: _ p= NA <br /> NA Level Calculations <br /> Plate Height: Tributary Area: <br /> Total length of Shearwall in Shortest Line: Total Area: <br /> Length of Shortest Shearwall within Shear Line: _ <br /> i - Length of Longest Wall in Shear Line: p= NA <br /> 1 <br />