Caisson Piles DWG Block for AutoCAD

Foundation by Caisson plies

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

section, scale, draft:, content:, revised:, review:, date:, scale:, drawing:, Revisions, Autocad file, Roberto caicedo associates ltda., civil Engineers, scale, Specifications:, cimentacion plant, Sole, protective, of wood, Sole, Scale shafts, Scale columns, scale, Caisson scale, Wall of, containment, column, Caisson, Caisson, Wall projection, Of contention, Column, Project reinforcement, Project Caisson, section, Caisson, Caisson, Caisson, Caisson, Caisson, Caisson, Caisson, Caisson, Caisson, Caisson, Caisson, Caisson, Caisson, Caisson, Caisson, Caisson, Caisson, Caisson, Wall of, containment, column, Caisson, containment, Wall of, Caisson, column, Wall of, containment, Caisson, column, containment, Wall of, Caisson, Caisson, Caisson, Caisson, Caisson, column, Caisson, Sole, beam, Underfloor, Project reinforcement, Column, column, column, Caisson, Caisson, column, beam, Project reinforcement, Column, beam, Dimensions in centimeters., Notes:, Levels in meters., column, column, Columns, column, Columns, Columns, column, column, beam, scale, Caisson, Column, Project reinforcement, column, Caisson, scale, column, Exploded view, scale, Sole, beam, Exploded view, Exploded view, Where is indicated, Shoe are, Shoe are, Suggested board, In floor finish, Where is indicated, column, Columns, column, Caisson, Caisson, column, column, column, See reinforcement of, Beam in, Sole, beam, Caisson are, Caisson, Caisson, Caisson, column, Caisson, Caisson, See caisson in, See reinforcement of, Beam in, projection, Caisson, column, projection, beam, draft:, content:, revised:, review:, date:, scale:, drawing:, Revisions, Autocad file

Raw text data extracted from CAD file:

15 15 20 20 15 30 20 5 120 30 5 120 15 15 40 15 15 30 20 20 25 40 15 15 30 20 30 20 40 15 15 20 30 15 40 15 20 30 40 15 15 30 30 30 30 30 30 30 40 15 15 15 15 40 30 30 30 30 12.5 12.5 12.5 12.5 5 25 5 25 30 30 25 5 15 15 20 30 30 20 45 35 080 25 5 15 15 40 70 35 75 15 25 5 25 25 25 25 55 45 45 55 55 45 55 45 0100 0100 30 0100 0100 20 30 30 20 30 20 20 30 30 20 30 20 SECCION ESCALA 1: 30 30 400 o100 5 10#331Q 400 14#331Q o100 50 10#324Q 5 300 9#324Q o80 25 5 PROYECTO: CONTENIDO: REVISO: REVISION: FECHA: ESCALA: DIBUJO: REVISIONES PL-E OBRA# ARCHIVO AUTOCAD ROBERTO CAICEDO & ASOCIADOS LTDA. INGENIEROS CIVILES 40 20 50 5 o100 o88 15 100 100 100 15 40 15 20 20 30 30 30 30 20 20 20 15 15 105 15 15 70 40 40 530 15 15 40 535 20 35 20 530 15 15 40 15 40 15 ESCALA 1= 90 90 180 90 90 180 180 90 90 180 90 90 90 90 70 60 130 130 130 130 90 90 90 90 60 65 65 70 25 25 20 30 65 65 65 65 60 70 600 600 600 600 500 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 900 900 900 900 900 65 20 30 5 120 o80 o66 33 20 30 30 20 25 50 5 25 10 25 25 5 25 10 20 30 15 40 15 \A1;35 \A1;20 \A1;20 \A1;15 \A1;20 \A1;15 \A1;15 \A1;20 \A1;20 \A1;20 \A1;75 \A1;35 \A1;40 \A1;15 \A1;15 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;500 \A1;900 \A1;900 \A1;900 \A1;900 \A1;5 \A1;20 \A1;30 \A1;120 \A1;120 \A1;30 \A1;25 \A1;5 \A1;15 \A1;15 \A1;30 \A1;30 \A1;0100 \A1;160 \A1;60 \A1;60 \A1;30 \A1;400 \A1;5 \A1;10#331Q \A1;14#331Q \A1;o88 \A1;100 \A1;120 \A1;80 \A1;80 \A1;120 \A1;60 \A1;60 \A1;160 \A1;160 \A1;60 \A1;60 \A1;160 \A1;60 \A1;60 \A1;120 \A1;80 \A1;160 \A1;60 \A1;60 \A1;120 \A1;80 \A1;220 \A1;180 \A1;180 \A1;220 \A1;160 \A1;60 \A1;60 \A1;120 \A1;120 \A1;120 \A1;120 \A1;0100 \A1;120 \A1;120 \A1;160 \A1;60 \A1;60 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;0100 \A1;100 \A1;100 \A1;100 \A1;100 \A1;90 \A1;90 \A1;90 \A1;90 \A1;5 \A1;40 \A1;50 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;120 \A1;80 \A1;80 \A1;120 \A1;20 \A1;100 \A1;100 \A1;20 \A1;20 \A1;100 \A1;60 \A1;60 \A1;120 \A1;120 \A1;180 \A1;140 \A1;o80 \A1;300 \A1;100 \A1;10#324Q \A1;9#324Q \A1;5 \A1;25 \A1;5 \A1;o80 \A1;o66 \A1;33 \A1;080 \A1;50 \A1;40 \A1;8 \A1;8 \A1;40 \A1;40 \A1;8 \A1;8 \A1;40 \A1;120 \A1;120 \A1;320 \A1;560 \A1;120 \A1;o100 \A1;40 \A1;8 \A1;65 \A1;25 \A1;25 \A1;65 \A1;30 \A1;20 \A1;60 \A1;70 \A1;50 \A1;25 \A1;o100 \A1;220 \A1;180 \A1;220 \A1;180 \A1;0100 \A1;48 \A1;32 \A1;48 \A1;32 \A1;48 \A1;32 \A1;32 \A1;48 \A1;32 \A1;48 \A1;48 \A1;32 \A1;900 \A1;400 \A1;o100 \A1;30 \A1;100 \A1;20 \A1;20 \A1;5 \A1;15 \A1;40 \A1;15 \A1;120 \A1;30 \A1;15 \A1;535 \A1;15 \A1;15 \A1;40 \A1;530 \A1;15 \A1;15 \A1;530 \A1;40 \A1;105 \A1;40 \A1;15 \A1;15 \A1;70 \A1;40 \A1;15 \A1;15 \A1;20 \A1;20 \A1;30 \A1;30 \A1;30 \A1;30 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;40 \A1;15 \A1;15 \A1;90 \A1;90 \A1;180 \A1;90 \A1;90 \A1;180 \A1;180 \A1;90 \A1;90 \A1;180 \A1;90 \A1;90 \A1;180 \A1;90 \A1;90 \A1;180 \A1;90 \A1;90 \A1;90 \A1;90 \A1;130 \A1;70 \A1;60 \A1;65 \A1;65 \A1;130 \A1;130 \A1;65 \A1;65 \A1;130 \A1;60 \A1;70 \A1;600 \A1;600 \A1;600 \A1;65 \A1;20 \A1;30 \A1;20 \A1;30 \A1;25 \A1;5 \A1;20 \A1;30 \A1;5 \A1;25 \A1;10 \A1;25 \A1;25 \A1;10 \A1;25 \A1;10 \A1;25 \A1;10 \A1;25 \A1;10 0 ESPECIFICACIONES: fc = 210 Kg/cm2 ( 3000 PSI) fy =4200 Kg/cm2 (60000 PSI) 35 20 20 35 15 20 15 15 20 20 20 75 35 40 15 15 PLANTA DE CIMENTACION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 500 5 5 5 5 2 2.1 2.2 3 3.1 3.2 4 4.1 4.2 5 5.1 5.2 6 6.1 6.2 7 7.1 7.2 8 8.1 8.2 9 9.1 9.2 10 11 N M.1 M L.1 L #421L @30 #406 @35 4#4 @30 6#4 SOLADO 50 160 #420L @40 170 30 #422L 170 50 9#4 @40 #310G @20 20 30 15 PROTECTOR DE MADERA #407 @35 SOLADO 6#4 ESCALA EJES 1:200 ESCALA COLUMNAS 1:125 ESCALA VIGAS-ZAPATAS-MUROS 1:125 5 20 30 120 120 30 25 5 ESCALA CAISSON 1:125 15 15 30 30 0100 / 5 5 5 MURO DE CONTENCION COLUMNA 30×60 CAISSON C1 0100 / 3 CAISSON C1-SON 28 30 400 / 5 10#331Q 14#331Q 10#542L 30 390 4 @10 @20 o88 / 34 10#542L 24#331Q N-1.20 N+0.00 PROYECCION MURO DE CONTENCION DE COLUMNA PROYEC. REFUERZO PROYEC. CAISSON 0100 (VER SECCION 1) (VER SECCION 3) / N+0.00 N-1.20 N+0.00 N-1.20 @40 CAISSON C1 o100 0100 CAISSON C1 / CAISSON C1 0100 / CAISSON C1 0100 / CAISSON C1 CAISSON C1 / 0100 CAISSON C1 0100 / CAISSON C1 0100 / CAISSON C1 0100 / CAISSON C1 0100 / CAISSON C1 / o100 o100 / CAISSON C1 0100 CAISSON C1 / CAISSON C1 / 0100 0100 / CAISSON C1 CAISSON C1 0100 / CAISSON C1-A CAISSON C1 0100 / 0100 CAISSON C1 / 0100 CAISSON C1 / 100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0100 CAISSON C1 / MURO DE CONTENCION COLUMNA 50×50 COLUMNA 50×50 0100 CAISSON C1 / CONTENCION MURO DE 5 5 5 5 5 7 N CAISSON C1 COLUMNA 60×60 / 0100 MURO DE CONTENCION 5 5 5 5 5 5 5 5 7 M.1 0100 / CAISSON C1 0100 / / COLUMNA 60×60 5 5 5 5 5 5 5 CONTENCION MURO DE N-5.50 o100 CAISSON C1 / CAISSON C2 / 080 Z-1 CAISSON C1-A o100 / / 080 CAISSON C2 CAISSON C2 / 080 / CAISSON C2 080 5 5 5 5 0100 / COLUMNA 60×60 CAISSON C1 0100 / 5 5 5 5 90 90 90 90 5 40 50 10#517 SOLADO 10#517 VIGA 25×50 CONTRAPISO PROYEC. REFUERZO DE COLUMNA 10#517 10#517 8 COLUMNA 50×50 (VIGA 25×50) (VIGA 25×50) (VIGA 25×50) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 (VIGA 25×50) (VIGA 25×50) (VIGA 25×50) (VIGA 25×50) (VIGA 25×50) (VIGA 25×50) (VIGA 25×50) (25×50) (25×50) 5 5 5 5 (25×50) (25×50) (25×50) 2 5 5 5 5 COLUMNA 50×50 L / CAISSON C2 080 5 5 CAISSON C2 / 080 5 5 5 5 L 5 5 5 5 / 5 5 COLUMNA 30×60 VIGA 25×50 VIGA 25×50 o80 / 300 N-3.50 100 10#324Q 9#324Q @20 10#431L 6 290 @10 PROYEC. REFUERZO DE COLUMNA 5 20 VIGA 25×50 25 5 19#324Q o80 / o66 / 33 10#431L Dimensiones en centimetros. NOTAS: Niveles en metros. COLUMNA 40×60 COLUMNA 60×60 COLUMNA 50×50 COLUMNA 30×60 COLUMNA 30×60 COLUMNA COLUMNA COLUMNA 60×60 COLUMNA 40×60 60×60 COLUMNA 60×60 COLUMNAS 30×60 COLUMNAS 30×60 5 080 N+0.00 50 COLUMNA 50×50 COLUMNA 50×50 COLUMNA 60×60 COLUMNA 60×60 COLUMNAS 50×50 COLUMNAS 50×50 5 5 5 5 5 5 5 5 N 5 5 5 5 5 COLUMNA 50×50 COLUMNA N+0.00 o100 / 5 5 65 7#512 7#512 25 25 65 COLUMNA 50×50 30 20 60 70 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 50 25 #313F 11 10 44 2#5(U) 2#5(U) VIGA 25×50 / o100 o100 5 5 5 5 0100 5 5 5 5 5 5 5 5 5 5 5 5 V-3 V-2 V-2 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 4 25 3 25 ESCALA 1:50 ESCALA 1:50 ESCALA 1:50 6 25 8 25 CAISSON C2-SON 14 5 25 2 25 1 25 K 900 1 11 28 30 29 31 32 33 34 35 36 37 49 38 39 40 41 42 43 44 45 46 47 0100 / 50 48 51 52 53 54 55 56 57 58 59 60 63 66 69 72 75 76 77 78 79 80 81 82 83 84 400 N-4.30 o100 7 25 / 30 N+0.00 100 4 DE COLUMNA PROYEC. REFUERZO L.1 8 COLUMNA 60×60 CAISSON C1 0100 / ESCALA 1:50 ESCALA 1:50 ESCALA 1:50 20 2 1 1 COLUMNA COLUMNA COLUMNA 4 L.1 9 12.5 1A V-4 450 35 35 1#780L 1#7120L 32#313F @20 10 @10 35 2#760L 450 1#780L 1#7120L 10 10 @10 @10 32#313F @20 35 35 10 @10 2#760L 2#790 35 V-4 V-4 DESPIECE VIGA V-4 25×50-SON 3 ESCALA 1:200 900 900 50×50 @35 #406 6#4 N-1.20 20 5 SOLADO 15 40 15 120 30 @30 4#4 15 N+0.00 N.C.-0.50 N.C.-1.70 VIGA V-4 (25×50) 1A 25 535 15 15 40 530 15 15 530 40 105 40 15 15 70 40 15 15 20 20 30 30 30 30 20 20 20 20 20 20 20 20 40 15 15 200 DESPIECE VIGA V-1 (25×50)-SON 9 1#580L 2#560L 25 @10 25 10 25 L 25 1#5120L @20 1#5120L 32#313F @10 @10 10 10 450 2#590 450 L.1 10 @10 @20 1#580L 32#313F 25 2#560L 25 M 17#313F @20 2#560 200 DESPIECE VIGA V-2 (25×50)-SON 2 5.2 @10 10 2#515 2#515 2#515 17#313F @20 2#560 17#313F @20 @10 25 2#560L 10 @10 @10 10 10 2#537L 25 4.2 2#570 5 @10 @10 10 10 @20 @10 2#560 17#313F 10 2#570 5.1 2#570 2#515 2#515 2#515 2#570 @10 @10 @20 2#560 17#313F 10 @20 @10 2#560 17#313F 10 2#570 6 17#313F 2#560 @10 @20 10 10 @10 @10 10 10 2#570 6.1 6.2 2#515 25 25 @10 @10 10 10 @10 @20 2#560L 17#313F 10 2#570 7 2#537L 7.1 1 – DONDE SE INDICA 90 90 180 90 90 180 180 90 90 2 3 4 5 6 7 8 9 180 90 90 180 90 90 10 12 13 14 15 16 17 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 180 90 90 18 90 90 130 70 60 Z-2 19 65 65 130 20 21 22 23 24 25 26 27 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 130 65 65 130 60 70 50 ZAPATA Z-2 SON 9 50 ZAPATA Z-1 SON 18 JUNTA SUGERIDA EN ACABADO DE PISO 2 – DONDE SE INDICA 1 2 2 2 5 5 5 12 13 J 65 VC-8 COLUMNA VC-3 COLUMNAS 60×60 97 50×50 85 20 30 20 95 50×50 COLUMNA 30 25 5 96 40×60 40×60 CAISSON C1-A o100 / o100 / CAISSON C1-A 30×60 COLUMNA 20 COLUMNA 30×60 COLUMNA 30×60 50×50 30 VER REFUERZO DE VIGA VC-8 EN PL-E011 1B 25 5 SOLADO (25×50) VIGA V-5 N+0.00 CAISSON C1-A SON 9 CAISSON C1-A / o100 CAISSON C1-A / o100 o100 / CAISSON C1-A COLUMNA 40×60 o100 / CAISSON C1-A o150 CAISSON C5 / VER CAISSON C5 EN PL-E011 VER REFUERZO DE VIGA VC-3 EN PL-E011 PROYECCION CAISSON C1-A 1B COLUMNA PROYECCION / V-5 Es 1 25 x 50 b x t 2#780L @10 32#310F 10 @20 10 @10 2#540L Viga V-5 2#540L L.1 100 900 25 M 25 35 2#730L 35 100 25 10 25 25 10 25 10 40×60 25 10 25 10 86 87 88 89 90 91 92 93 94 98 PROYECTO: CONTENIDO: REVISO: REVISION: FECHA: ESCALA: DIBUJO: REVISIONES PL-E OBRA# ARCHIVO AUTOCAD