9227 4TH AVE W 2024-08-12 - Laserfiche WebLink

I. 4TH AVE W DUPLEX I October 10, 2022 I SDA Job# 9676 I 2 LEFT/RIGHT ZONES EV Roof= WIND ZONE A B C I D D AVE.HEIGHT 4 25 9.5 - 4.25 1 9 5 8 AVE.WIDTH 6 u7 24 5 I 15 10.25 Ps 26 87 18 41 21 39 ! 14 68 14 68 0 00 0.00 0.00 0.00 0.00 0.00 0 00 SUBTOTAL 685 1224 2228 I 2092 1204 0 0 0 0 0 � 0 I 0 TOTAL ;7,432lbs EV 2nd Floor = WIND ZONE A C I I AVE HEIGHT 9 9 _ AVE WIDTH 6 24.5 1 7 • Ps 26 87 21 39 0 00 0 00 0.00 0 00 I 0.00 0.00 I 0.00 0 00 0 00 0 00 SUBTOTAL 1451 _ 4717 0 0 0 0 0 0 0 [ 0 0 . 0 TOTAL 6 168 lbs EV Grade= WIil15ZONE� -----,----- AVE HEIGF1r AVE WIDTH - _ _._ ___ v_ _ -1_ Ps 0 00 0 00 0.00 0 00 0.00 0.00 0.00 0.00 0.00 r 000 0.00 0 00 SUBTOTAL 0 0 0 0 0 0 0 0 0 I 0 0 0 TOTAL i0lbs EVNA= WIND ZONE _ _. AVE HEIGHT _ M AVE.WIDTH I-- 1 Ps 0.00 0.00 000 000 0.00 0.00 0 00 0 00 0 00 0 00 I 0 00 0.00 SUBTOTAL 0 0 0 0 0 0 0 0 0 -0-------1 0 0 TOTAL 0 lbs SEISMIC LOAD p CALCS(ASCE7-16 t12.3.4): Roof Level Calculations Plate Height 8.00 ft Tributary Area:r 1.0 Total length of Shearwall in Shortest Line. 15 75 ft Total Area 2 0 Length of Shortest Segment within Shear Line 9.75 ft Length of Longest Segment in Shear Line 6 00 ft p= 1.00 ASCE 7-16 12 3 4 2 b 2nd Floor Level Calculations Plate Height 8.00 ft Tributary Area: 220 0 Total length of Shearwall in Shortest Line 5.50 ft Total Area 1394 0 Length of Shortest Shearwall within Shear Line, 2.75 ft Length of Longest Wall in Shear Line 2.75 ft p= 1.00 ASCE 7-16 12 3 4 2 a Grade Level Calculations Plate Height. _ Tributary Area: 1 0 Total length of Shearwall in Shortest Line Total Area: 2 0 Length of Shortest Shearwall within Shear Line Length of Longest Wall in Shear Line. p= NA NA Level Calculations Plate Height Tributary Area 1 0 Total length of Shearwall in Shortest Line. Total Area: 2 0 Length of Shortest Shearwall within Shear Line Length of Longest Wall in Shear Line p= NA cI