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� GORDON F-IOMES Se tember 30, 2013 SDA Job# 7144 2 <br /> WIND LOAD CALCULATIONS <br /> LEFT RIGHT <br /> �V MAIN FLOOR= <br /> WIND ZONE A B C D <br /> AVE. HEIGHT 3.75 5.25 3.75 6 <br /> AVE. WIDTH 14 6 70.25 20.25 <br /> Ps 20.86 10.00 16.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 1095 315 4215 1215 0 0 0 0 0 0 0 0 <br /> 707AL i6,8401bs <br /> NOT USED <br /> WIND ZONE A C D <br /> AVE. HEIGHT 9 3.5 6 <br /> AVE. WIDTH 9.5 49.5 19 <br /> Ps 20.86 16.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 1783 2772 1140 0 0 0 0 0 0 0 0 0 <br /> TOTAL ;5,6951bs <br /> NOT USED <br /> WIND ZONE A C <br /> AVE. HEIGHT 7 6 <br /> AVE. WIDTH 7 29 <br /> Ps 20.86 16.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 1022 2784 0 0 0 0 0 0 0 0 0 0 <br /> TOTAL i3,8061bs <br /> p XAAX�,: <br /> IV/AIN FLOOR CALCULATIONS: <br /> Plate Height: 8.50 ft Tributary Area: 11.0 <br /> Total length of Shearwall in Shortest Line: 3.90 ft Total Area: 90.0 <br /> Length of Shortest Segment within Shear Line: 1.88 ft <br /> Length of Longest Segment in Shear Line: 1.88 ft p= 1.00 <br /> ASCE7-0512.34.2a <br /> NOT USED: <br /> Plate Height: 8.00 ft Tributary Area: 15.3 <br /> Total length of Shearwail in Shortest Line: 11.00 ft Total Area: 60.5 <br /> Length of Shortest Shearwall within Shear Line: 3.00 ft <br /> Length of Longest Wall in Shear Line: 8.00 ft p= NA <br /> NOT USED: <br /> Plate Height: 8.00 ft Tributary Area: 1.0 <br /> Total length of Shearwall in Shortest Line: 9.00 ft Total Area: 2.0 <br /> Length of Shortest Shearwall within Shear Line: 3.00 ft <br /> Length of Longest Wall in Shear Line: 6.00 ft p= NA <br />