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

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Job Name: 39424tmc Date: 3/8/24 WALL#1 L= 8.00 ft H= 9.00 ft Shear load Vseis.& Vwind= 966# & 482# P OTM = (966)x(9);482)x(9)=8694 ; 4337 ft-lb W = 39 plf Wt wall= 15psf x 8' x 9' = 1080 # 966 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 798# 798# Ft(left)= Use Shear Type10 Ft(right)= WALL#2 L= 7.75 ft H= 9.00 ft Shear load Vseis.& Vwind= 936# & 467# P OTM = (936)x(9);467)x(9)= 8424 ; 4201 ft-lb W = plf Wt wall= 15psf x 7.75' x 9' = 1046.3 # 936 W = 39plf RM = 5225 ft-lb Max drag loads = 1600# Puplift = 0 # at 0.00 feet Wt= 1046# Puplift = 0 # at 7.75 feet Pdown = 0 # at 0.00 feet Pdown = 0 # at 7.75 feet 809# 809# Ft(left)= Use Shear Type10 Ft(right)= WALL#3 L= 3.50 ft H= 9.00 ft Shear load Vseis.& Vwind= 512# & 305# P OTM = (512)x(9);305)x(9)= 4608 ; 2742 ft-lb W = plf Wt wall= 15psf x 3.5' x 9' = 472.5 # 512 W = 39plf RM = 1066 ft-lb Max drag loads = 1600# Puplift = 0 # at 0.00 feet Wt= 473# Puplift = 0 # at 3.50 feet Pdown = 0 # at 0.00 feet Pdown = 0 # at 3.50 feet 1270# 1270# Ft(left)= Use Shear Type10 Ft(right)= 1270 647 1270 647 HDU2/4x4 Min. HDU2/4x4 Min. 798 798 129 129 809 142 HDU2/4x4 Min. HDU2/4x4 Min. HDU2/4x4 Min. Hold-Down (0.6D+W)& Post Hold-Down 809 142 ((0.6-0.14Sds)D+0.7ρQe) Seismic Force (lb): ((0.6-0.14Sds)D+0.7ρQe)(0.6D+W)& Post ind Force (lb): TMC ENGINEER INC. 9542 Pacific Ave, Anaheim, CA 92804 Phone: (714)-829-5053; Email: Tienchu.pe@gmail.com. Seismic Force (lb): ((0.6-0.14Sds)D+0.7ρQe) Seismic Force (lb): (0.6D+W) ind Force (lb): & Post Hold-Down ind Force (lb): HDU2/4x4 Min. FLOOD ZONE - 718 S Flintridge Dr Unit# 23/26/2025