Foundations DWG Block for AutoCAD

Foundations of columns and beams

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

plant, plant, plant, floor, column, floor, column table, floor, higher, see detail, see detail, see detail, see detail, foundation, concrete, large stone, niv, without arming, concrete, of medium stone, splicing detail, vertical reinforcement of, columns walls, of beam board, bending detail of stirrups, specified, specified, covering, bending detail of hooks, a longer length is indicated in the planes., notes: maximum splicing of the reinforcement in the same section. If it is necessary to splice a larger percentage of the outside of the areas, the length of, bending detail of hooks, see plant, to see, shoe, column elevations, foundation detail run, cut, nfz, cimentacion plant, esc:, see plant, beam, esc:, see plant, column anchor, toothed walls, wires, each row, in running foundation, beam, beam, beam, beam, formwork, esc:, beam, beam, beam, beam, beam, beam

Raw text data extracted from CAD file:

\A1;.25 \A1;.60 \A1;.50 \A1;.25 \A1;.50 \A1;.65 \A1;.25 \A1;.25 \A1;.25 \A1;.35 \A1;.80 \A1;.24 \A1;.80 \A1;.30 \A1;.60 \A1;.14 \A1;.10 \A1;.60 \A1;.30 \A1;.10 \A1;d \A1;b \A1;d \A1;e \A1;H/6 \A1;H/6 \A1;H \A1;2H/3 \A1;Le \A1;Le \A1;ESPECIFICADO \A1;ESPECIFICADO \A1;a \A1;r \A1;VER PLANTA \A1;.30 \A1;2.20 \A1;@.10 \A1;4@.10 \A1;4@.10 \A1;Rto@.25 \A1;5@.10 \A1;5@.10 \A1;Rto@.25 \A1;2.70 \A1;.60 \A1;.50 \A1;.50 \A1;2.20 \A1;4@.10 \A1;4@.10 \A1;Rto@.25 \A1;.50 \A1;2.20 \A1;4@.10 \A1;4@.10 \A1;Rto@.25 \A1;.50 \A1;1.11 \A1;.13 \A1;1.58 \A1;3.86 \A1;1.24 \A1;.40 \A1;1.24 \A1;.55 \A1;1.61 \A1;5.22 \A1;.34 \A1;1.18 \A1;.25 \A1;.40 \A1;1.11 \A1;.80 \A1;3.40 \A1;1.30 \A1;1.30 \A1;1.15 \A1;.14 \A1;VER PLANTA \A1;2.40 \A1;.60 \A1;VER PLANTA \A1;.30 \A1;.30 \A1;.30 \A1;.90 \A1;.50 \A1;.25 \A1;.10 \A1;.60 \A1;.35 \A1;.40 \A1;.25 \A1;.30 \A1;.25 \A1;.50 \A1;5@.10 \A1;1@.05 \A1;.60 \A1;@.15 \A1;.60 \A1;.60 \A1;.20 \A1;.20 \A1;1.15 \A1;.25 \A1;.25 \A1;3.61 \A1;.25 \A1;.25 \A1;1.36 \A1;.80 \A1;.80 \A1;.80 \A1;1.46 \A1;.25 \A1;.50 \A1;4.72 \A1;.90 \A1;.90 \A1;.65 \A1;.65 \A1;.14 \A1;.25 \A1;.25 \A1;3.61 \A1;6.69 \A1;.90 \A1;1.46 \A1;.90 \A1;.90 \A1;.80 \A1;.80 \A1;.40 \A1;.40 \A1;.90 \A1;1.11 \A1;.13 \A1;1.58 \A1;3.86 \A1;1.18 \A1;1.24 \A1;.40 \A1;.40 \A1;1.11 \A1;1.24 \A1;.55 \A1;1.61 \A1;5.22 \A1;.34 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.25 \A1;.25 \A1;.50 \A1;4.66 \A1;1.36 \A1;.25 \A1;2.90 \A1;.65 \A1;.35 \A1;1.06 \A1;2.39 \A1;1.06 \A1;.25 \A1;2.66 \A1;.25 \A1;.40 \A1;.40 \A1;2.60 \A1;.30 \A1;.30 \A1;.50 \A1;.75 \A1;1.31 \A1;.50 \A1;.50 \A1;.50 \A1;.50 5 5 5 5 5 5 5 5 5 5 P1 P2 P3 P4 2° PISO ±0.00 AL +3.20 +3.20 AL +5.90 AL +8.60 COLUMNA PISO +5.90 +8.60 AL .50 x .25 2 3/8″d@.25 .50 x .25 2 3/8″d@.25 2 3/8″d@.25 .60 x .25 2 3/8″d@.25 2 3/8″d@.25 CUADRO DE COLUMNAS 1° PISO 3° PISO 4° PISO +11.30 P1 P2 P3 P4 4d5/8″+4d1/2″ 4d5/8″+4d1/2″ 4d5/8″+4d1/2″ 2 3/8″d@.25 .50 x .25 .50 x .25 .60 x .25 .60 x .25 .60 x .25 4d5/8″+4d1/2″ 4d5/8″+4d1/2″ 4d5/8″+4d1/2″ 4d5/8″+4d1/2″ 2 3/8″d@.25 2 3/8″d@.25 4d5/8″ .35 x .25 4d5/8″ .35 x .25 4d5/8″ .35 x .25 4d5/8″ .35 x .25 d MAYOR d MAYOR d MAYOR d MAYOR d MAYOR d MAYOR d MAYOR 3/8″d@.25 3/8″d@.25 3/8″d@.25 3/8″d@.25 ( I ) VER DETALLE 3 3/8″d@.25 5d5/8″+5d1/2″ VER DETALLE 3 3/8″d@.25 5d5/8″+5d1/2″ VER DETALLE 3 3/8″d@.25 5d5/8″+5d1/2″ VER DETALLE 3 3/8″d@.25 5d5/8″+5d1/2″ ( I ) ( I ) ( I ) ( I ) 5 .24 CIMIENTO CORRIDO CONCRETO f’c=100 kg/cm2. +30% DE PIEDRA GRANDE 5 5 5 5 NIV.-0.05 5 NIV. -0.05 SOBRECIMIENTO SIN ARMAR CONCRETO f’c=100 kg/cm2. +25% DE PIEDRA MEDIANA 5 5 5 DETALLE DE EMPALME DE H/6 H/6 H 2H/3 Le Le REFUERZO VERTICAL DE NIV.(VER ENCOFRADO) NIV.(VER ENCOFRADO) COLUMNAS Y MUROS d DE COLUMNA, PLACA O VIGA DETALLE DE DOBLADO DE ESTRIBOS ESPECIFICADO 45° ESPECIFICADO a 45° r 3/8″ 1/4″ d 2 3 8 13 r (cm) a (cm) 1/2″ 4 18 RECUBRIMIENTO RECUBRIMIENTO d b DETALLE DE DOBLADO DE GANCHOS A 90º 3/8″ 1/4″ d 4 6 15 d (cm) b* (cm) 1/2″ 8 20 5/8″ 10 25 3/4″ 12 30 1 3/8″ 28 60 1″ 16 40 10 *SALVO SE INDIQUE UNA LONGITUD MAYOR EN LOS PLANOS. NOTAS: 1) EMPALMAR MÁXIMO EL 50% DEL REFUERZO EN UNA MISMA SECCIÓN. 2) DE SER NECESARIO EMPALMAR UN PORCENTAJE MAYOR DEL REFUERZO, O FUERA DE LAS ZONAS INDICADAS, SE DEBERÁ AUMENTAR LA LONGITUD DE EMPALME EN UN 30%. d DETALLE DE DOBLADO DE GANCHOS A 180º 3/8″ 1/4″ d 4 6 10 d (cm) e (cm) 1/2″ 8 11 5/8″ 10 12.5 9 e 3/4″ 1″ 1 3/8″ 15 20 30 12 28 16 5/8″ 5 23 VER PLANTA 5 5 5 VER d DE ZAPATA NFP.-0.05 5 @.10 4@.10 5 4@.10 Rto@.25 NIV.+3.15 5@.10 5@.10 Rto@.25 5 5 5 4@.10 4@.10 Rto@.25 NIV.-5.85 5 5 4@.10 4@.10 Rto@.25 NIV.+8.55 NIV.+11.25 ELEVACIONES DE COLUMNAS DETALLE DE CIMIENTO CORRIDO CORTE 1-1 CORTE 2-2 Z-2 h=.60 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Z-2 h=.60 Z-2 h=.60 Z-3 h=.60 5 5 5 5 5 Z-1 h=.70 VC-1 (.25X.50) VC-1 (.25X.50) 5 5/8″@.20 5/8″@.20 5/8″@.20 5/8″@.20 5/8″@.20 5/8″@.20 5/8″@.20 5/8″@.20 5/8″@.20 5/8″@.20 1 1 2 2 NFZ -0.90 NFZ -0.90 NFZ -0.90 NFZ -0.90 NFZ -0.90 NFZ -0.90 NFZ -0.90 P3 P4 P1 P2 P1 PLANTA DE CIMENTACION Esc: 1/50 Esc: 1/50 VER PLANTA 5 5 NFZ.-0.90 NIV.-0.05 3/8″d:1@.05,8@.15,Rto,@.25 VIGA VC-1 (.25x.50) Esc: 1/50 5 5 2d1/2″ VER PLANTA 5 5 5 5 5 5 NIV.-0.05 2d1/2″ 5 A B C D 4 3 2 1 A B C D 4 3 2 1 C-1 C-1 C-2 C-2 5 5 C-1 5 5 C-2 .40 x .25 3/8″d@.25 4d1/2″ .30 x .25 3/8″d@.25 4d1/2″ ANCLAJE DE COLUMNAS 5 5@.10 MUROS DENTADOS 1@.05 rto.s/cuadro 5 @.15 .60 .60 2 ALAMBRES #8 CADA 3 HILADAS 5 5 EN CIMIENTO CORRIDO 5 5 5 5 2d1/2″ VIGA V-01 (.25x.50) 3/8″d:1@.05,3@.15,Rto.@.25 2d1/2″ 5 5 5 5 5 5 5 2d1/2″ 2d1/2″ 1d5/8″ 1d1/2″ 1d1/2″ 5 5 2d1/2″ VIGA V-02 (.25x.50) 3/8″d:1@.05,3@.15,Rto.@.25 2d1/2″ 5 5 1d1/2″ 1d1/2″ 5 1d1/2″ 5 5 5 5 5 2d1/2″ VIGA V-03 (.25x.50) 3/8″d:1@.05,3@.15,Rto.@.25 2d1/2″ 5 5 5 5 2d1/2″ 2d1/2″ 2d5/8″ 1d1/2″ 5 2d5/8″ 5 5 5 5 5 1d1/2″ 1d3/8″ 2d1/2″ 2d1/2″ 1d1/2″ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D 4 3 2 1 A B C D VIGA V-01 (0.25×0.50) VIGA V-03 (0.25×0.50) VIGA V-03 (0.25×0.50) VIGA V-02 (0.25×0.50) VIGA V-04 (0.15×0.20) VIGA V-04 (0.15×0.20) V-05 (0.25×0.50) VS-01 (0.25×0.50) VS-02 (0.25×0.50) V-06 (0.25×0.50) V-07 (0.15×0.50) 1d3/8″ 1d3/8″ 1d3/8″ 1d3/8″ 1d3/8″ 1d3/8″ 1d3/8″ 1d3/8″ 5 5 5 5 1d3/8″ 1d3/8″ 5 5 1d3/8″ 1d3/8″ 1d3/8″ 5 5 4 3 2 1 5 5 5 ENCOFRADO DEL 1er, 2do, 3ro y 4to Esc: 1/50 VIGA V-04 (.15x.20) 3/8″d:1@.05,3@.15,Rto.@.25 2d1/2″ 2d1/2″ 5 5 5 5 5 2d1/2″ 2d1/2″ VIGA V-05 (.25x.50) 3/8″d:1@.05,3@.15,Rto.@.25 5 5 5 2d1/2″ 2d1/2″ VIGA V-06 (.25x.50) 3/8″d:1@.05,3@.15,Rto.@.25 5 VIGA V-06 (.15x.50) 3/8″d:1@.05,3@.15,Rto.@.25 2d1/2″ 2d1/2″ 5 5 5 5 5 5 VIGA VS-01 (.25x.50) 3/8″d:1@.05,3@.15,Rto.@.25 2d3/8″ 2d3/8″ 5 5 5 5 5 VIGA VS-02 (.25x.50) 3/8″d:1@.05,Rto@.20 2d3/8″ 2d3/8″ 1d3/8″ 5 5 1d3/8″ 1d3/8″ 5 5