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CARLISLE PROPERTIES February 22, 2022 SDA Job* 9476 2 <br /> LEFT/RIGHT ZONES <br /> £V Roof= <br /> WIND ZONE A B C D <br /> AVE.HEIGHT 35 i 3.5 3.5 5 <br /> AVE.WIDTH 8.5 5.5 19.5 28.2 I E <br /> Ps 33 52 D 00 22.29 0.00 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 997 0 1521 0 0 0 0 0 0 0 0 0 <br /> TOTAL 14,132 lbs Minimum net pressure controls. The calculated pressure is less than the minimum net pressure,equal to <br /> --------_--------•--------•------- <br /> 16 s€a tied over the entire area. ASCE 7-10 27.1-5 <br /> FV 2nd Floor = <br /> WIND ZONE A C 1 <br /> AVE.HEIGHT 8.5 9 <br /> AVE.WIDTH 9 23.9 <br /> Ps 33.52 22.29 0.00 i 000 0.00 0.00 0.00 OA0 0.00 0,00 0.00 0.00 <br /> SUBTOTAL 2564 4795 0 ! 0 0 0 0 0 E 0 Q 0 0 <br /> TOTAL :7,359lbs <br /> - ............................. <br /> YV Grade= 1 <br /> AVE.HEfGFFF <br /> AVE.WIDTH <br /> Ps 33.52 22.29 0.0C 0 00 f 4.00 000 0.00 0.00 0.00 1 0.00 0.00 0.40 <br /> SUBTOTAL 0 0 0 1 0 1 0 0 0 0 0 i 0 1 0 1 0 <br /> TOTAL ;0lbs <br /> ZV NA= <br /> WIND ZONE <br /> AVE.HEIGHT ( I <br /> AVE.WIDTH <br /> Ps 0-00 1 0.00 0.00 0-00 0.00 i 000 0_QQ 0.00 0.00 Q.a0 0.00 0,00 <br /> SUBTOTAL 0 1 0 0 1 Q 0 0 0 0 0 10 0 0 <br /> TOTAL 10lbs <br /> SEISMIC LOAD p CALCS„(ASCE7-16 512.3.4): <br /> Roof Level Calculations <br /> Plate Height:I 8.00 ft Tributary Area.i 1.0 <br /> Total length of Shearwall in Shortest Line: 11 50 ft Total Area: 2.0 <br /> Length of Shortest Segment within Shear Line:1 5.75 ft <br /> Length of Longest Segment in Shear Line: 5.75 ft p= 1.00 ASCE 7-16 12.3 4.2 b <br /> 2nd Floor Level Calculations <br /> Plate Height: 8.00 ft Tributary Area: 7.0 <br /> Total length of Shearwall in Shortest Line: 8.00 ft Total Area: 47.0 <br /> Length of Shortest Shearwall within Shear Line: 4-60 ft <br /> Length of Longest Wall in Shear Line: 4-00 ft p= 1.00 ASCE 7-16 12.3 4.2 b <br /> Grade Level Calculations <br /> Plate Height: 8.00 It Tributary Area 10 E <br /> Total length of Shearwall in Shortest Line. 3-33 ft Total Areas 2.0 <br /> Length of Shortest Shearwall within Shear Line: 3.33 ft <br /> Length of Longest Wall in Shear Line: 3.33 ft 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 />