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HOWIE BARGREEN I May 10, 2022 I SDA Job# 7673 I 2 <br /> LEFT/RIGHT ZONES <br /> FV Roof= <br /> WIND ZONE A <br /> AVE.HEIGHT 1 <br /> AVE.WIDTH 1 <br /> Ps 18.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 19 0 0 0 0 0 0 0 0 0 0 0 <br /> TOTAL 119 lbs <br /> FV 2nd Floor = <br /> WIND ZONE <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 /> FV Grade= <br /> WIND ZONE <br /> AVE.HEIGH 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 /> TOTAL 10lbs <br /> FVNA= <br /> WIND ZONE <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: 2.00 ft Tributary Area: 1.0 <br /> Total length of Shearwall in Shortest Line: 1.00 ft Total Area: 2.0 <br /> Length of Shortest Segment within Shear Line: 1.00 ft <br /> Length of Longest Segment in Shear Line: 1.00 ft p= 1.30 ASCE 7-16 12.3.4.2 <br /> 2nd Floor Level Calculations <br /> Plate Height: 1.00 ft Tributary Area: 1.0 <br /> Total length of Shearwall in Shortest Line: 1.00 ft Total Area: 2.0 <br /> Length of Shortest Shearwall within Shear Line: 1.00 ft <br /> Length of Longest Wall in Shear Line: 1.00 ft p= 1.00 ASCE 7-16 12.3.4.2 b <br /> Grade Level Calculations <br /> Plate Height: Tributary Area: 1.0 <br /> Total length of Shearwall in Shortest Line: Total Area: 2.0 <br /> Length of Shortest Shearwall within Shear Line: <br /> Length of Longest Wall in Shear Line: p= NA <br /> NA Level Calculations <br /> Plate Height: Tributary Area: 1.0 <br /> Total length of Shearwall in Shortest Line: Total Area: 2.0 <br /> Length of Shortest Shearwall within Shear Line: <br /> Length of Longest Wall in Shear Line: p= NA <br />