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- • PROPERTY" 1\18-vs - _.r :�_. _. . SDA r6# '77945 -- <br /> WIND LOAD CALCULATIONS <br /> LEFT RIGHT <br /> FV 2ND FLOOR=- <br /> WIND <br /> WIND ZONE A B C D D <br /> AVE. HEIGHT 4 3 4 5 3.5 <br /> AVE. WIDTH 8 4.5 31 11.5 20.5 <br /> Ps 25.82 0.00 _ 17.17 0.00 0.00 0.00 0.00 0.00 _ 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 826 0 2129 0 0 0 0 0 0 0 0 0 <br /> ' TOTAL i4,780 lbs Minimum net pressure controls. The calculated pressure is less than the minimum net pressure, <br /> equal to 16psf applied over the entire area. (ASCE 7-05 27.1.5) <br /> FV 1ST FLOOR= <br /> WIND ZONE A C _ <br /> AVE. HEIGHT 9 9 <br /> AVE. WIDTH 8 31 <br /> Ps 25.82 17.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 1859 4790 0 0 0 0 0 0 0 0 0 0 <br /> TOTAL 16,649 lbs <br /> NOT USED <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 10 lbs <br /> p CALCS: <br /> 2ND FLOOR CALCULATIONS: <br /> Plate Height: 8.00 ft Tributary Area: 1.0 <br /> Total length of Shearwall in Shortest Line: 16.00 ft Total Area: 2.0 • <br /> Length of Shortest Segment within Shear Line: 8.00 ft <br /> Length of Longest Segment in Shear Line: 8.00 ft p= 1.00 <br /> ASCE 7-10 12.3.4.2 b <br /> MAIN FLOOR CALCULATIONS: <br /> Plate Height: 8.00 ft Tributary Area: 1.0 <br /> Total length of Shearwall in Shortest Line: 1 7.50 ft Total Area: 2.0 <br /> Length of Shortest Shearwall within Shear Line: 3.50 ft <br /> Length of Longest Wall in Shear Line: 9.50 ft p= 1.00 <br /> ASCE 7-10 12.3.4.2 b <br /> NOT USED: <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 />