Wall Structure DWG Detail for AutoCAD

Wall Structure – Details – Reinforced Concrete

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

of construction, of construction, of construction, of construction, construction board, reinforcement intrados fuste, reinforcement bore scaffolds, longitudinal reinforcement base wall, shaft longitudinal reinforcement, transversal reinforcement base wall, lmax, male, every meter in the directions, lmax, lmin, male, every meter in the directions, shank, shoe, proposed wall, proposed wall, reinforcement bore scaffolds, reinforcement intrados fuste, shaft longitudinal reinforcement, longitudinal reinforcement base wall, transversal reinforcement base wall, lmax, male, every meter in the directions, lmax, lmin, male, every meter in the directions, shank, shoe, construction board

Raw text data extracted from CAD file:

d / L= N= 00 a 00 00 00 00 00 0 \A1;3.60 \A1;0.62 \A1;1.98 \A1;1.00 \A1;5.35 \A1;0.65 \A1;0.30 \A1;0.32 \A1;0.65 \A1;6.00 \A1;5.35 \A1;0.62 \A1;JUNTA DE CONSTRUCCION L=2.25 \A1;0.10 \A1;JUNTA DE CONSTRUCCION L=3.00 \A1;1.15 \A1;1.10 \A1;12.00 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;1.30 \A1;0.80 \A1;7.00 \A1;6.20 \A1;0.30 \A1;0.32 \A1;6.20 \A1;0.80 \A1;4.20 \A1;2.53 \A1;1.00 \A1;0.67 \A1;0.62 \A1;1.21 \A1;1.10 \A1;12.00 \A1;1.30 \A1;JUNTA DE CONSTRUCCION L=3.10 \A1;0.10 \A1;JUNTA DE CONSTRUCCION L=3.00 7 1 3/4″ 0.20 4.00 5.00 3.00 9 1 5/8″ 0.20 3.00 30 \A1;1.00 \A1;5.00 8 1 5/8″ 0.20 6.00 5 5 5 5 5 5 5 5 5 5 5 5 JC JC 5 JUNTA DE CONSTRUCCION L=<> JUNTA DE CONSTRUCCION L=<> \A1;0.40 5 3.00 6 1 1/2″ 0.20 3.00 30 5 1 5/8″ 0.20 4.00 30 \A1;3.60 \A1;1.00 5 REFUERZO INTRADOS FUSTE REFUERZO TRASDOS FUSTE d 5/8″ X 12.00 @ .20 14 REFUERZO LONGITUDINAL BASE MURO 5 15 d 5/8″ X 6.00 @ .20 16 6.00 16 d 5/8″ X 6.00 @ .20 17 6.00 17 REFUERZO LONGITUDINAL FUSTE 10 5 5 5 5 3.50 \A1;0.30 1 1 5/8″ 0.20 4.10 30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 2.70 3 1 7/8″ 0.20 3.00 2.70 2 1 7/8″ 0.20 3.00 4 1 5/8″ 0.20 2.40 2.10 5 REFUERZO TRANSVERSAL BASE MURO \A1;0.40 \A1;0.20 \A1;0.40 13 1 1/2″ 0.20 1.00 Lmax = 0.75m 11 1 3/8″ 0.20 VAR Cada 1 metros en las 2 direcciones Lmax = 0.70m Lmin = 0.40m 12 1 3/8″ 0.40 VAR 132 Cada 1 metros en las 2 direcciones FUSTE ZAPATA \A1;0.20 0.10 0.10 0.10 0.10 0.10 0.10 0.55 0.50 10 1 5/8″ 0.20 2.10 30 0.30 0.30 1.50 13 1 2 3 4 5 6 7 8 9 11 12 14 15 16 16 17 17 PROPUESTA MURO 6.00 5 5 5 5 5 5 5 5 5 5 5 PROPUESTA MURO 7.00 5 \A1;0.40 5 4.50 6 1 1/2″ 0.20 4.50 5 1 5/8″ 0.20 4.00 \A1;3.60 7 1 3/4″ 0.20 4.00 30 \A1;3.50 4.00 9 1 5/8″ 0.20 4.00 \A1;1.00 4.00 8 1 5/8″ 0.20 5.00 30 5 \A1;1.00 REFUERZO TRASDOS FUSTE REFUERZO INTRADOS FUSTE d 5/8″ X 6.00 @ .20 16 6.00 16 d 5/8″ X 6.00 @ .20 17 6.00 17 REFUERZO LONGITUDINAL FUSTE d 5/8″ X 12.00 @ .20 14 REFUERZO LONGITUDINAL BASE MURO 5 15 4.10 \A1;0.30 1 1 5/8″ 0.20 5.70 30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 2.70 3 1 7/8″ 0.20 3.00 2.70 2 1 7/8″ 0.20 3.00 4 1 5/8″ 0.20 3.00 2.70 5 REFUERZO TRANSVERSAL BASE MURO \A1;0.40 \A1;0.20 \A1;0.40 13 1 1/2″ 0.20 1.00 Lmax = 0.90m 11 1 3/8″ 0.20 VAR Cada 1 metros en las 2 direcciones Lmax = 0.75m Lmin = 0.40m 12 1 3/8″ 0.40 VAR 132 Cada 1 metros en las 2 direcciones FUSTE ZAPATA \A1;0.20 0.10 0.10 0.10 0.10 0.10 0.10 0.70 0.55 5 JUNTA DE CONSTRUCCION L=<> JUNTA DE CONSTRUCCION L=<> JC JC 10 10 1 5/8″ 0.20 2.40 0.30 0.30 1.80 13 1 2 3 4 5 6 7 8 9 11 12 14 15 16 17 16 17