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Job Name: 8824VL Date: 4/23/24 WALL#1 L= 4.00 ft H= 8.00 ft Shear load Vseis.& Vwind= 445# & 866# P OTM = (445)x(8);866)x(8)=3560 ; 6931 ft-lb W = 39 plf Wt wall= 15psf x 4' x 8' = 480 # 866 W = 39plf RM = 1272 ft-lb Max drag loads = 1600# Puplift = 0 # at 0.00 feet Wt= 480# Puplift = 0 # at 4.00 feet Pdown = 0 # at 0.00 feet Pdown = 0 # at 4.00 feet 1645# 1645# Ft(left)= Use Shear Type10 Ft(right)= WALL#2 L= 5.00 ft H= 8.00 ft Shear load Vseis.& Vwind= 2062# & 1527# P OTM = (2062)x(8);1527)x(8)= 16496 ; 12219 ft-lb W = plf Wt wall= 15psf x 5' x 8' = 600 # 2062 W = 39plf RM = 1988 ft-lb Max drag loads = 1600# Puplift = 0 # at 0.00 feet Wt= 600# Puplift = 0 # at 5.00 feet Pdown = 0 # at 0.00 feet Pdown = 0 # at 5.00 feet 3284# 3284# Ft(left)= Use Shear Type12 Ft(right)= WALL#3 L= 5.00 ft H= 8.00 ft Shear load Vseis.& Vwind= 2082# & 2188# P OTM = (2082)x(8);2188)x(8)= 16656 ; 17508 ft-lb W = plf Wt wall= 15psf x 5' x 8' = 600 # 2188 W = 39plf RM = 1988 ft-lb Max drag loads = 1600# Puplift = 0 # at 0.00 feet Wt= 600# Puplift = 0 # at 5.00 feet Pdown = 0 # at 0.00 feet Pdown = 0 # at 5.00 feet 3318# 3318# Ft(left)= Use Shear Type12 Ft(right)= 3318 3435 3318 3435 HDU4/4x4 Min. HDU4/4x4 Min. 797 797 1645 1645 3284 2321 HDU2/4x4 Min. HDU4/4x4 Min. HDU4/4x4 Min. Hold-Down (0.6D+W)& Post Hold-Down 3284 2321 ((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.