Foundation DWG Detail for AutoCAD

INCLUDE DETAILS SHOES

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

work, concrete template, running shoe, block, of concrete pouring, armex cm, armex cm, rod of, concrete, wire, template, material, unity, quantity, lineal meter, concrete, wire, material, unity, quantity, lineal meter, stirrups stirrups cm, concrete, wire, material, unity, quantity, lineal meter, column, castle, league lock, concrete, material, unity, quantity, lineal meter, castle, concrete, material, unity, quantity, lineal meter, block wall, block, material, unity, pza, quantity, lineal meter, concrete, concrete template, running shoe, var, rod of, column, stirrups stirrups cm, castle, armex cm, castle, armex cm, league lock, scale, building details plant, scale, of concrete pouring, in particular each block

Raw text data extracted from CAD file:

0.55 0.18 0.32 0.15 0.04 0.15 0.15 0.15 0.7 0.35 0.35 0.15 0.15 0.25 0.25 0.2 \T1.2;VENCEDOR \T1.2;EL TRABAJO \T1.2;HARA \T1.2;TE \T1.2;. \T1.2;. \T1.2;, 0.55 0.15 0.05 0.18 0.37 0.25 0.25 0.15 0.35 0.35 0.15 0.15 0.15 0.2 0.15 0.7 0.04 5 5 5 5 5 PLANTILLA DE CONCRETO F`C=100 Kg/cm2 ZAPATA CORRIDA \W3.39546; ZC-1 \W6.28740; BLOCK 15X20X40 \A1;VARILLA DE \S3/8;” @ 80 cm, COLADA EN CONCRETO F`C=100 Kg/cm2 5 5 ARMEX 15 X 15 CM 5 ARMEX 15 X 20 CM \W1.53110; \A1;6 VARILLA DE \W1.53110; \A1;5/8″ \W0.67396; \A1;ESTRIBOS @ 20 \W0.67396; \A1;CM 5 \A1;EST. \A1;Ø 1/4 ” @ \A1;25 cm \W1.85554; \A1;2 \A1;Ø 3/8 ” \W1.85554; \A1;3 \A1;Ø 3/8 ” \W1.85554; \A1;2 \A1;Ø 3/8 ” CONCRETO \A1;VARILLA 3/8 ALAMBRON 1/4 PLANTILLA F’C=100 KG/CM2 MATERIAL UNIDAD \W1.55014; M3 \W1.59776; KG \W1.59776; KG \W1.55014; M3 CANTIDAD \W0.92436; 0.2050 \W0.92436; 4.1200 \W0.92436; 2.2912 \W0.92436; 0.0420 \W8.35073; METRO LINEAL CONCRETO \A1;VARILLA 5/8 ALAMBRON 1/4 MATERIAL UNIDAD \W1.55014; M3 \W1.59776; KG \W1.59776; KG CANTIDAD \W0.92436; 0.0657 \W0.92436; 9.7776 \W0.92436; 1.1720 \W8.35073; METRO LINEAL \W1.37407; \A1;4 VARILLAS DE \W1.37407; \A1;3/8 ” ESTRIBOS \W1.37407; \A1;@ 20 CM CONCRETO \A1;VARILLA 3/8 ALAMBRON 1/4 MATERIAL UNIDAD \W1.55014; M3 \W1.59776; KG \W1.59776; KG CANTIDAD \W0.87674; 0.0554 \W0.92436; 2.3500 \W0.87674; 0.2474 \W8.35073; METRO LINEAL COLUMNA 25 X 25 CASTILLO K-2 5 5 5 5 5 5 5 TRABE DE LIGA CONCRETO \A1;ARMEX 15 X 20 MATERIAL UNIDAD \W1.55014; M3 \W1.57395; ML CANTIDAD \W0.92436; 0.0315 \W0.92436; 1.0500 \W8.35073; METRO LINEAL CASTILLO K-1 CONCRETO \A1;ARMEX 15 X 20 MATERIAL UNIDAD \W1.55014; M3 \W1.57395; ML CANTIDAD \W0.92436; 0.0236 \W0.92436; 1.0500 \W8.35073; METRO LINEAL MURO DE BLOCK 15X20X40 (2 HILADAS) \A1;VARILLA 3/8 BLOCK 15X20X40 MATERIAL UNIDAD \W1.55014; M3 \W1.59776; KG \W1.14537; PZA CANTIDAD \W0.92436; 0.0338 \W0.92436; 1.1800 \W0.97198; 5.1219 \W8.35073; METRO LINEAL CONCRETO F’C=100 KG/CM2 5 5 5 5 5 PLANTILLA DE CONCRETO F`C=100 Kg/cm2 ZAPATA CORRIDA ZC-1 \A1;EST. \A1;Ø 1/4 ” @ \A1;25 cm \A1;2 VAR \A1;Ø 3/8 ” \A1;3 VAR \A1;Ø 3/8 ” \A1;2 VAR \A1;Ø 3/8 ” \A1;6 VARILLA DE \A1;5/8″ \A1;ESTRIBOS @ 20 \A1;CM COLUMNA 25 X 25 5 5 \W2.89100; \A1;4 VARILLAS DE \W2.89100; \A1;3/8 ” ESTRIBOS \W2.89100; \A1;@ 20 CM CASTILLO K-2 5 5 5 5 5 5 ARMEX 15 X 15 CM CASTILLO K-1 5 ARMEX 15 X 20 CM 5 TRABE DE LIGA ESCALA 1.10 ESCALA 1.10 ESCALA 1.10 ESCALA 1.10 ESCALA 1.10 5 PLANTA DE DETALLES CONSTRUCTIVOS ESCALA 1.10 5 \A1;VARILLA DE \S3/8;” @ 80 cm, COLADA EN CONCRETO F`C=100 Kg/cm2 \A1;COLADO EN CONCRETO \A1;F`C=100 Kg/cm2 CADA \A1;ESPACIO DE BLOCK