Duplex DWG Section for AutoCAD

Duplex – Four Bedrroms- Plants – Sections – Elevations – Details

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

of:, iron no. :, project :, design :, review :, vo. bo. owner :, location :, digitize :, scale :, date :, observations :, aprobo :, contains :, j. f. b. o., engineering services and systems, typical detail, mezzanine plate, in both directions, garage, clothes, garden, service, bedroom, bathroom, hall, hall, kitchen, dining room, living room, study, furniture, walk, lawn, tv room, balcony, aux., vestier, second floor projection, residential, data, construction index, use:, occupation index, parking, table of areas, gross area lot, total built area, free area, construction area, first floor, second floor, covered projection, channel beam, trestle, roof tile, plate and tanks, architectural plant, green zone, existing one-story building, roof, sky-satin, antejardin, fence of enclosure, cross section a – a , main facade, guardrail area, acrylic dome, lightened plate, mezzanine floor plant, notes:, staircase, anchor detail, both directions, tank plate, detail vp plate beam, edge beam, edge beam detail, concrete cyclopean, foundation plant, metal belt ca, cylinder head tape, foundation detail, floor plate, foundation beam, column, abcd shafts, deck beam, foundation, wall, concrete cyclopean, deck beams plant, deck beam cutting, mezzanine beam cutting, bcd axes, joist cutting, location detail, house

Raw text data extracted from CAD file:

2.77 2.58 1.15 1.85 8.50 3.50 12.00 1.00 .50 2.85 5.20 3.52 1.83 .25 .90 1.70 .15 .50 1.20 1.00 2.63 1.98 .60 2.43 1.05 .65 1.70 .80 1.05 .15 1.50 .20 1.00 .25 1.73 .90 .20 2.22 .35 2.33 .25 3.28 2.00 2.77 .90 1.50 1.68 1.00 3.42 3.50 3.00 2.77 2.58 12.00 2.30 1.65 1.95 2.00 3.95 12.00 3.95 3.95 3.95 .25 2.50 1.40 1.00 .90 .90 .90 1.07 2.00 1.08 12.00 2.60 3.00 1.80 4.00 3.00 .30 .30 .30 .30 .30 .30 .25 1.00 4.05 1.00 1.75 1.00 .40 .45 .60 .10 .05 .95 .90 1.85 1.00 2.30 .30 1.15 1.45 2.15 1.80 .25 1.25 1.90 .60 1.45 .80 1.35 1.80 .15 .10 2.05 2.15 1.30 2.00 1.80 3.85 2.77 2.58 2.08 7.50 3.00 1.35 3.08 1.30 1.17 .60 .58 .15 1.45 1.35 3.08 2.63 .15 .70 .95 .70 .50 2.85 .15 .70 .80 1.20 .50 1.65 1.20 2.05 .80 3.00 .15 .90 .30 1.80 1.28 2.35 .92 .70 1.65 3.27 2.00 3.28 .65 2.00 1.43 1.00 4.08 1.35 2.77 2.58 3.00 2.08 10.50 .95 .95 1.95 2.00 3.95 4.15 1.80 2.15 3.90 2.65 1.25 8.10 1.85 3.85 1.80 1.00 2.70 .10 .90 .10 1.75 1.00 3.85 2.25 1.60 3.85 .42 .50 2.00 .50 .57 .15 3.75 1.05 2.00 1.05 4.00 12.00 .32 .50 2.00 .50 .43 3.75 3.80 .50 3.80 .90 3.05 1.60 .80 1.35 .50 1.20 .70 2.40 3.30 .50 1.20 .10 .90 2.20 .60 .25 2.62 A 2.70 2.55 5.40 2.79 3.80 2.35 1.60 4.35 2.90 4.67 4.45 1.50 1.50 4.65 1.55 DE : PLANCHA No. : PROYECTO: PLANCHA No. : DE : DISEÑO: REVISO: Vo. Bo. PROPIETARIO: UBICACION: DIGITALIZO: ESCALA: FECHA: OBSERVACIONES: APROBO: CONTIENE: 2.40 .40 2.40 .30 .50 6.00 1.00 1.20 .20 1.00 1.20 .20 .30 .40 .40 .30 .35 2.00 .05 .40 .20 2.20 2.20 .20 1.26 .30 .35 2.05 .66 .70 .50 1.60 .60 .40 2.50 .10 2.20 .20 2.40 2.80 2.40 .60 .25 .50 .30 1.40 1.00 .40 .20 2.30 6.95 .86 1.00 1.60 1.00 .20 1.60 .60 .10 .46 .25 .80 1.40 1.00 .40 2.40 .10 8.65 .70 1.60 .20 1.79 1.69 8.65 .99 .20 .65 2.20 .20 .65 .60 2.50 4.50 1.55 1.85 2.77 2.58 3.00 9.07 2.30 1.65 1.95 2.00 3.95 3.95 3.95 3.95 12.00 2.77 2.58 1.15 8.50 12.00 2.77 2.58 7.50 2.77 2.58 3.00 10.50 1.95 2.00 3.95 2.15 3.95 3.95 3.95 12.00 1.50 1.07 1.50 1.23 1.30 2.08 .40 1.50 1.07 1.50 1.23 1.30 .38 .40 .70 1.00 1.50 1.07 1.50 1.23 1.30 1.18 1.30 1.50 1.07 1.50 1.23 1.30 1.18 1.30 .40 2.27 .40 2.17 .40 .50 1.00 .43 1.00 1.50 1.78 1.50 2.45 1.50 1.77 1.50 1.50 1.13 .40 .25 1.50 1.00 .40 1.05 1.50 1.77 1.50 3.00 3.90 2.08 2.07 .25 .54 .10 .54 .10 .54 .10 .54 .10 .54 .10 .45 .25 .52 .10 .54 .10 .54 .10 .54 .10 .54 .10 .52 .25 .54 .10 .54 .10 .54 .10 .54 .10 .54 .10 .45 .25 .54 .10 .21 .15 .25 .54 .10 .54 .10 .54 .10 .54 .10 .54 .10 .25 .52 .10 .54 .10 .54 .10 .54 .10 .54 .10 .25 2.65 .25 .45 .52 .15 1.85 .25 2.43 .25 2.00 .25 2.75 .25 2.15 .50 .15 1.00 1.80 .20 1.00 1.80 4.15 1.80 .57 .10 .54 .10 .44 .20 .20 Tel. 871 65 39 – Cel. 316-5213701 J . F . B . O . Servicios de Ingeniería y Sistemas J . F . B . O . \A1;.35 \A1;.05 \A1;.10 \A1;.50 \A1;.10 \A1;.40 DETALLE TIPICO ESCALA 1 : 10 PLACA ENTREPISO Ed 3/8″ c..125 2d 5/8″ En ambos sentidos 1 d 1/4″ c..25 -0.9459731262933915 -0.9459731262933915 -0.9459731262933915 -0.9459731262933915 -0.9459731262933915 -0.9459731262933915 .10 .15 .25 VARIABLE 1.30×1.30-1.50×1.50 .06 .80 .40 .30 .12 .05 .05 .05 .30 .10 .15 .35 .40 .15 .25 .30 .20 .17 .25 .17 .20 .25 .17 .17 .17 .25 .25 .40 .25 .20 .30 .05 .55 1.00 .20 .20 .25 .25 .30 .15 .40 .25 .30 .20 .55 .40 .20 .20 .10 .30 .10 4.15 1.80 2.77 2.58 7.50 2.77 2.58 3.00 10.50 1.95 2.00 3.95 2.15 3.95 3.95 3.95 12.00 1.65 1.80 2.08 2.07 3.00 3.90 .18 1.00 .20 1.15 .20 3.02 .20 2.52 .20 .20 3.70 .20 3.75 .20 3.75 .20 .20 1.15 .20 3.18 .20 2.00 .20 3.17 .20 .20 1.15 .20 2.52 .20 1.28 .20 2.90 .20 2.35 .20 3.75 .20 1.15 .20 3.75 .20 .20 1.75 .20 .20 2.80 3.95 3.95 3.95 3.95 3.95 3.95 2.77 2.58 3.00 2.08 2.77 2.58 3.00 2.08 2.77 2.58 3.00 2.08 N GARAJE ROPAS JARDIN DE SERVICIO ALCOBA BAÑO HALL RECIBIDOR COCINA COMEDOR SALA ESTUDIO Mueble ANDEN CESPED CARRERA 41A ALCOBA 4 ALCOBA 1 HALL SALA DE T.V. BALCON BAÑO AUX. ALCOBA 3 BALCON ALCOBA 2 BAÑO BAÑO VESTIER VESTIER A B C D A B C D A’ B’ 1 2 3 4 3′ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 A B C D A B C D B’ 1 2 3 4 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BAÑO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Proyección Segundo Piso 1.49 RESIDENCIAL DATOS INDICE DE CONSTRUCCION USO : 66.41 < 70.0% INDICE DE OCUPACION 2 PARQUEADEROS CUADRO DE AREAS AREA BRUTA LOTE 144.00 m2. AREA CONSTRUIDA TOTAL 215.60 m2. AREA LIBRE 48.37 m2. AREA CONSTRUCCION 95.63 m2. PRIMER PISO 111.33 m2. SEGUNDO PISO Proyección Cubierta Proyección Cubierta AREA CONSTRUCCION A A No.5 No.4 No.4 No.4 No.5 No.4 No.4 No.4 No.4 No.5 No.4 No.4 No.4 No.5 A B C D A B C D B' 1 2 3 4 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA CANAL CABALLETE VIGA CANAL TEJA CLARABOYA PLACA Y TANQUES 5 PLANTA ARQUITECTONICA PRIMER PISO ESCALA 1 : 50 Z O N A V E R D E CONSTRUCCION EXISTENTE DE UN PISO PLANTA ARQUITECTONICA SEGUNDO PISO ESCALA 1 : 50 PLANTA ARQUITECTONICA DE CUBIERTA ESCALA 1 : 50 No.5 No.4 No.4 No.4 Cielo-raso No.5 No.4 DE SERVICIO ALCOBA HALL COMEDOR RECIBIDOR ALCOBA 4 HALL ALCOBA 2 BAÑO ANTEJARDIN Reja de Cerramiento Cielo-raso PLACA Y TANQUES 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE TRANSVERSAL A - A ESCALA 1 : 50 FACHADA PRINCIPAL ACCESO CARRERA 41A ESCALA 1 : 50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Reja de Cerramiento Reja de Cerramiento 5 5 5 5 5 5 5 5 5 8.64 m2. AREA GUARDILLA 1 ANTEJARDIN GARAJE 2 5 5 5 5 DOMO ACRILICO A B C D A B C D A' B' 1 2 3 4 3' 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D A B C D B' 1 2 3 4 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .30 E d3/8" c..10-.20 -ACERO REFUERZO d>=1/2″ F’y= 60000 PSI (420.0 MPa) -ACERO REFUERZO d<=3/8" F'y= 34000 PSI (240.0 MPa) PLACA ALIGERADA ESCALA 1 : 50 PLANTA DE PLACA ENTREPISO -CONCRETO REFORZADO F'c= 3000 PSI (21.0 MPa) NOTAS: .20 .17 .25 .17 ESCALERA DETALLE TIPICO ESCALA 1 : 10 E d3/8" c..15 .12 .15 .15 .20 4 d1/2" ESCALERA DETALLE ANCLAJE VAR. d 5/8" c..15 .25 .17 VIGA DE CIMENTACION VC-1 Ambos sentidos d1/2" c..15 .17 .17 .25 .25 PLACA TANQUE ESCALA 1 : 10 EJES 1-2-3 DETALLE VIGA DE PLACA VP ESCALA 1 : 7.5 .40 .25 2 d3/4" L= 1.30 m. E d3/8" c..10 .35 .20 .20 .35 .10 .10 6 d5/8" c..20 E d3/8" c..10 ESCALA 1 : 7.5 .10 VIGA DE BORDE .30 L= 0.80 BASTON. d 1/2" c..20 L= 1.07 L= 1.60 .15 .25 VAR. d 1/2" c..20 L= 0.80 BASTON. d 1/2" c..20 L= 0.80 DE PLACA VB-1 ESCALA 1 : 7.5 DETALLE VIGA DE BORDE L= 1.20 m. de Nivelación 2500 psi Concreto ciclopeo VARIABLE 1.30x1.30-1.50x1.50 ESCALA 1 : 50 PLANTA DE CIMENTACION 40.0% Piedra PERFIL ACESCO PHR-C 120x60x2 mm. e= 2.0 mm. CORREA METALICA ESCALA 1 : 5 2 d3/8" E d1/4" c..15 CINTA DE CULATA .06 .80 .40 VAR d5/8" c..15 Ambos sentidos ESCALA 1 : 10 ZAPATA TIPO Z-1 DETALLE CIMENTACION c..20 .25 4 d5/8" E d3/8" c..10 .30 .12 .05 PLACA DE PISO .05 .05 VIGA CIMENTACION .30 VC-1 COLUMNA .10 .15 ESCALA 1 : 5 E d3/8" c..10 .35 E d3/8" c..15 ESCALA 1 : 7.5 DETALLE COLUMNA TIPO C-1 4 d1/2" c..22 .40 .15 .25 c..20 .25 .25 .10 .10 .25 E d3/8" c..15 L= 1.10 m. .10 .10 .35 .35 .10 .10 .20 2 d1/2" 4 d5/8" E d1/4" c..15 L= .24 m. .05 .05 .11 .10 .10 .20 E d3/8" c..10 L= 1.20 m. .30 .30 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-2 VC-2 VC-2 VC-2 VC-2 VC-2 VC-2 VC-2 VC-2 VC-2 VC-2 1.00 Ambos sentidos VAR d1/2" c..15 COLUMNA .20 .30 .05 VIGA CIMENTACION .55 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 Z-2 Z-2 ESCALA 1 : 10 ZAPATA TIPO Z-2 DETALLE CIMENTACION VC-2 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-3 C-3 C-3 C-3 .15 E d3/8" c..10 .20 VIGA DE CIMENTACION TIPO VC-2 .20 ESCALA 1 : 7.5 L= .80 m. .15 .15 .15 .10 .10 4 d5/8" E d3/8" c..10 c..20 E d3/8" c..10 .25 ESCALA 1 : 7.5 DETALLE COLUMNA TIPO C-2 .25 c..20 .20 4 d5/8" .10 .10 .20 E d3/8" c..10 L= 1.00 m. .20 .20 .15 E d3/8" c..10-.20 L= .90 m. c..20 .25 4 d5/8" E d3/8" c..10 .30 .25 .10 .10 .10 .10 ESCALA 1 : 7.5 DETALLE COLUMNA TIPO C-3 EJES A-B-C-D DETALLE VIGA DE PLACA VP ESCALA 1 : 7.5 .40 .25 L= 1.30 m. E d3/8" c..10 .35 .20 .20 .35 .10 .10 8 d5/8" c..20 E d3/8" c..10 .20 E d3/8" c..10-.20 VIGA DE CUBIERTA ESCALA 1 : 7.5 L= 1.00 m. c..20 .25 4 d5/8" E d3/8" c..10 .30 .25 .15 .10 .10 .15 .55 ESCALA 1 : 7.5 DETALLE TIPO 2 CIMENTACION .40 .20 .20 .10 .30 MURO VIGA CIMENTACION CIMENTACION CONCRETO CICLOPEO .10 VC-2 A B C D A B C D B' 1 2 3 4 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA 1 : 50 PLANTA DE VIGAS DE CUBIERTA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D .20 .20 1.10 2 #5 L= 9.40 2 #5 L= 4.00 .20 .20 1.10 2 #5 L= 9.40 2 #5 L= 4.00 12E No.3 c..065 12E No.3 c..065 12E No.3 c..065 12E No.3 c..065 12E No.3 c..065 12E No.3 c..065 5 5 5 DESPIECE DE VIGA DE CUBIERTA ESCALA 1 : 50 EJES 1-2-3 A B C D .20 .20 1.10 2 #5 L= 6.70 2 #5 L= 6.70 .20 .20 1.10 2 #5 L= 9.40 2 #5 L= 4.00 12E No.3 c..09 5 5 5 DESPIECE DE VIGA DE ENTREPISO ESCALA 1 : 50 EJES 1-2-3 19E No.3 c..125 19E No.3 c..125 19E No.3 c..125 12E No.3 c..09 12E No.3 c..09 12E No.3 c..09 12E No.3 c..09 12E No.3 c..09 9E No.3 c..18 9E No.3 c..18 9E No.3 c..18 1 #6 L= 2.00 1 #6 L= 2.00 1 2 3 4 5 5 5 5 .20 .20 12E No.3 c..065 12E No.3 c..065 12E No.3 c..065 12E No.3 c..065 12E No.3 c..065 31E No.3 c..065 12E No.3 c..065 .20 .20 9E No.3 c..125 8E No.3 c..125 11E No.3 c..125 2 #5 L= 3.00 2 #5 L= 8.90 1.10 2 #5 L= 5.80 2 #5 L= 6.20 1.10 DESPIECE DE VIGA DE CUBIERTA ESCALA 1 : 50 EJES B-C-D 1 2 3 4 5 5 5 5 .20 .20 .20 .20 2 #5 L= 5.60 2 #5 L= 6.30 1.10 DESPIECE DE VIGA DE ENTREPISO ESCALA 1 : 50 EJES B-C-D 12E No.3 c..09 23E No.3 c..09 12E No.3 c..09 12E No.3 c..09 12E No.3 c..09 12E No.3 c..09 12E No.3 c..09 3E No.3 c..18 2E No.3 c..18 4E No.3 c..18 2 #5 L= 5.80 2 #5 L= 6.20 1.10 1 2 3 4 5 5 5 5 .20 .20 .20 .20 1 #4 L= 7.60 1 #5 L= 4.20 1.10 DESPIECE DE VIGUETA ESCALA 1 : 50 EJES B-C-D 12E No.3 c..09 23E No.3 c..09 12E No.3 c..09 12E No.3 c..09 12E No.3 c..09 12E No.3 c..09 12E No.3 c..09 3E No.3 c..18 2E No.3 c..18 4E No.3 c..18 1 #4 L= 5.80 1 #4 L= 6.20 1.10 DETALLE DE LOCALIZACION ESCALA 1 : 500 CALLE 18 C CARRERA 41Bis CARRERA 41A CARRERA 41B CASA