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

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Job Name: 39424tmc Date: 3/8/24 WALL#4 L= 4.00 ft H= 9.00 ft Shear load Vseis.& Vwind= 585# & 348# P OTM = (585)x(9);348)x(9)=5265 ; 3134 ft-lb W = 39 plf Wt wall= 15psf x 4' x 9' = 540 # 585 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 1237# 1237# Ft(left)= Use Shear Type10 Ft(right)= WALL#5 L= 2.75 ft H= 9.00 ft Shear load Vseis.& Vwind= 402# & 239# P OTM = (402)x(9);239)x(9)= 3618 ; 2155 ft-lb W = plf Wt wall= 15psf x 2.75' x 9' = 371.25 # 402 W = 39plf RM = 658 ft-lb Max drag loads = 1600# Puplift = 0 # at 0.00 feet Wt= 371# Puplift = 0 # at 2.75 feet Pdown = 0 # at 0.00 feet Pdown = 0 # at 2.75 feet 1329# 1329# Ft(left)= Use Shear Type10 Ft(right)= WALL#6 L= 2.75 ft H= 9.00 ft Shear load Vseis.& Vwind= 402# & 239# P OTM = (402)x(9);239)x(9)= 3618 ; 2155 ft-lb W = plf Wt wall= 15psf x 2.75' x 9' = 371.25 # 402 W = 39plf RM = 658 ft-lb Max drag loads = 1600# Puplift = 0 # at 0.00 feet Wt= 371# Puplift = 0 # at 2.75 feet Pdown = 0 # at 0.00 feet Pdown = 0 # at 2.75 feet 1329# 1329# 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 1237 613 HDU2/4x4 Min. 1237 613 HDU2/4x4 Min. Seismic Force (lb): ind Force (lb): Hold-Down ((0.6-0.14Sds)D+0.7ρQe)(0.6D+W)& Post 1329 704 HDU2/4x4 Min. 1329 704 HDU2/4x4 Min. Seismic Force (lb): ind Force (lb): Hold-Down ((0.6-0.14Sds)D+0.7ρQe)(0.6D+W)& Post 1329 704 HDU2/4x4 Min. 1329 704 HDU2/4x4 Min. FLOOD ZONE - 718 S Flintridge Dr Unit# 23/26/2025