FLOOD ZONE - 718 S Flintridge Dr Unit# 2 - Plan

Home Browse Search

Job Name: 39424tmc Date: 3/8/24 WALL#7 L= 4.00 ft H= 9.00 ft Shear load Vseis.& Vwind= 884# & 1223# P OTM = (884)x(9);1223)x(9)=7956 ; 11010 ft-lb W = 39 plf Wt wall= 15psf x 4' x 9' = 540 # 1223 W = 39plf RM = 1392 ft-lb Max drag loads = 1600# Puplift = 0 # at 0.00 feet Wt= 540# Puplift = 0 # at 4.00 feet Pdown = 0 # at 0.00 feet Pdown = 0 # at 4.00 feet 2713# 2713# Ft(left)= Use Shear Type10 Ft(right)= WALL#8 L= 10.50 ft H= 9.00 ft Shear load Vseis.& Vwind= 1901# & 2289# P OTM = (1901)x(9);2289)x(9)= 17109 ; 20599 ft-lb W = plf Wt wall= 15psf x 10.5' x 9' = 1417.5 # 2289 W = 39plf RM = 9592 ft-lb Max drag loads = 1600# Puplift = 0 # at 0.00 feet Wt= 1418# Puplift = 0 # at 10.50 feet Pdown = 0 # at 0.00 feet Pdown = 0 # at 10.50 feet 1247# 1247# Ft(left)= Use Shear Type10 Ft(right)= WALL#9 L= 8.00 ft H= 9.00 ft Shear load Vseis.& Vwind= 1017# & 1315# P OTM = (1017)x(9);1315)x(9)= 9153 ; 11834 ft-lb W = plf Wt wall= 15psf x 8' x 9' = 1080 # 1315 W = 39plf RM = 5568 ft-lb Max drag loads = 1600# Puplift = 0 # at 0.00 feet Wt= 1080# Puplift = 0 # at 8.00 feet Pdown = 0 # at 0.00 feet Pdown = 0 # at 8.00 feet 857# 857# Ft(left)= Use Shear Type10 Ft(right)= TMC ENGINEER INC. 9542 Pacific Ave, Anaheim, CA 92804 Phone: (714)-829-5053; Email: Tienchu.pe@gmail.com. Seismic Force (lb): ind Force (lb): Hold-Down ((0.6-0.14Sds)D+0.7ρQe)(0.6D+W)& Post 1954 2713 HDU2/4x4 Min. 1954 2713 HDU2/4x4 Min. Seismic Force (lb): ind Force (lb): Hold-Down ((0.6-0.14Sds)D+0.7ρQe)(0.6D+W)& Post 1247 1448 HDU2/4x4 Min. 1247 1448 HDU2/4x4 Min. Seismic Force (lb): ind Force (lb): Hold-Down ((0.6-0.14Sds)D+0.7ρQe)(0.6D+W)& Post 857 1096 HDU2/4x4 Min. 857 1096 HDU2/4x4 Min. FLOOD ZONE - 718 S Flintridge Dr Unit# 23/26/2025