2309 PINE ST 2025-08-21 - Laserfiche WebLink

PINE STREET HOUSE j February 15, 2020 I SDA Job# 8910 I 2 WIND LOAD CALCULATIONS LEFT RIGHT IV Roof= WIND ZONE A 1 B - C D AVE:HEIGHT 4 8,5 4 5,5 AVE.WIDTH 7.5 5.5 39.25 30.5 , Ps 26.89 8.43 19.99 7.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 807 394 3139 1246 0 0 0 0 0 0 0 1 0 TOTAL j6,424 lbs Minimum net pressure controls. The calculated pressure is less than the minimum net pressure,equal to 16osf applied over the entire are. (ASCE 7-10 27.1.5) EV Grade = WIND ZONE I 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 10 ibS .. . EVNA= 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 j, 0 0 0 0 0 0 0 '_ 0 0 - TOTAL O.Ibs IV NA= WINDZONE m I 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 1 0 0 0 0 0 0 TOTAL 12lbs p CALCS: Roof Level Calculations Plate Height: 9.00 ft Tributary Area: 1.0 Total length of Shearwall in Shortest Line: 11,00 ft Total Area:,. 2.0 Length of Shortest Segment within Shear Line: 3.00 ft Length of Longest Segment in Shear Line: 4,00 ft p= 1.00 ASCE 7-10 12.34.2 b Grade Level Calculations Plate Height: 8.00 ft Tributary Area: 1.0 Total length of Shearwall in Shortest Line: 10,00 ft Total Area: 2.0 Length of Shortest Shearwall within Shear Line: 6.00 ft Length of Longest Wall in Shear Line:, 6.00 ft p; NA NA Level Calculations Plate Height: 8.00 ft Tributary Area:' 1.0 Total length of Shearwall in Shortest Line: 10.00 ft Total Area:. 2.0 Length of Shortest Shearwall within Shear Line: 6.00 ft Length of Longest Wall in Shear Line: 6.00 ft 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