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SAUNDERS KITCHEN ADDITION I December 3, 2019 I SDA Job# 8855 I 2 <br /> WIND LOAD CALCULATIONS <br /> LEFT/WEST RIGHT/EAST <br /> EV Roof= <br /> WIND ZONE A B B C C D DO D <br /> AVE. HEIGHT 17.5 10 5 35 38 16 6.5 16 10 <br /> AVE.WIDTH 11 14 4.5 6 4 10 4.5 5 20 <br /> Ps 29,00 9.09 9.09 21,57 21.57 8.01 8,01 8.01 8.01 0.00 0.00 0.00 <br /> SUBTOTAL _ 5583 1273 205 4529 3278 1282 234 641 1602 0 0 0 <br /> TOTAL 2 980lbs Minimum net pressure controls: The calculated pressure is less than the minimum net pressure,equal <br /> to 16osf aoalted over the entire,area. (ASCE 7-10 27.1.51 <br /> EV 2nd Floor = <br /> WIND ZONE A C C <br /> AVE. HEIGHT 17.5 31 36.5 <br /> AVE.WIDTH 10.5 10.5 8_5 <br /> Ps 29.00 21.57 21.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 5329 7020 6691 , 0 0 0 0 0 0 0 0 0 <br /> TOTAL :19,040Ibs <br /> IV Grade= <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 0 lbs <br /> EVNA= <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 /0lbs <br /> p CALCS: <br /> Roof Level Calculations <br /> Plate Height: 8.00 ft Tributary Area: 1.0 <br /> Total length of Shearwall in Shortest Line: 22.00 ft Total Area: 2.0 <br /> Length of Shortest Segment within Shear Line: 22,00 ft <br /> Length of Longest Segment in Shear Line: 22,00 ft p= 1.00 <br /> ASCE 7-10 12.3,4.2 b <br /> 2nd Floor Level Calculations <br /> Plate Height: 12,00 ft Tributary Area: 1.0 <br /> Total length of Shearwall in Shortest Line: 14.00 ft Total Area: 2.0 <br /> Length of Shortest Shearwall within Shear Line: 14,00 ft <br /> Length of Longest Wall in Shear Line: 14,00 ft p= 1.00 <br /> ASCE 7-10 12.3.4.2 b <br /> Grade Level Calculations <br /> Plate Height: 8.00 ft Tributary Area: 1.0 <br /> Total length of Shearwall in Shortest Line: 10.00 ft Total Area: 2.0 <br /> Length of Shortest Shearwall within Shear Line: 6,00 ft <br /> Length of Longest Wall in Shear Line: 6.00 ft 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 /> Length of Longest Wall in Shear Line: p= NA <br />