4020 HOYT AVE 2025-10-06 - Laserfiche WebLink

LUCAS PROPERTIES November 17, 2021 SDA Job# 9411 2 LEFT/RIGHT ZONES YV Roof= WIND ZONE A B C D AVE.HEIGHT 4.25 5 4.25 5 AVE.WIDTH 6 7 18 19 PS 22.63 0.00 14.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 577 0 1145 0 0 0 0 0 0 0 0 0 TOTAL ;3,712 Ibs Minimum net pressure controls. The calculated pressure is less than the minimum net pressure,equal to EV Znd Floor 16 sf applied over the entire area. ASCE 7-10 27.1.5 = WIND ZONE A C AVE.HEIGHT 9 9 AVE.WIDTH 6 Y8 Ps 22.63 14. 77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 1222 2425 0 0 0 0 0 0 0 0 0 0 TOTAL ;3,646lbs EV Grade= WIND ZONE AVE.WIDTH 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 SUBTOTAL 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 10lbs EV NA= WIND ZONE AVE.HEIGHT AVE.WIDTH 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 SUBTOTAL 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL :0Ibs SEISMIC LOAD 12 CALCS - E7-16 12.3.4: Roof Level Calculations Plate Height 8.00 ft Tributary Area: 1 A Total length of Shearwall in Shortest Line: 6.50 ft Total Area:1 2.0 Length of Shortest Segment within Shear Line:I 3.50-1t Length of Longest Segment in Shear Line: 3.00 ft p= 1.00 ASCE 7-16 12.3.4.2 a 2nd Floor Level Calculations Plate Height: 8.00 ft Tributary Area: 1.0 Total length of Shearwall in Shortest Line: 8.00 ft Total Area:I 2.o Length of Shortest Shearwall within Shear Line:1 8.00 ft Length of Longest Wail in Shear Line: 8.66 ft p= 1.00 ASCE 7-16 12.3.4.2 b Grade Level Calculations Plate Height: Tributary Area: Total length of Shearwall in Shortest Line: Total Area: Length of Shortest Shearwall within Shear Line: Length of Longest Wall in Shear Line: p= NA NA Level Calculations Plate Height: Tributary Area: Total length of Shearwall in Shortest Line: Total Area: Length of Shortest Shearwall within Shear Line: Length of Longest Wall in Shear Line: p= NA