Family DWG Block for AutoCAD

Architectural drawings and structure composed of a detached house in concrete structure.

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

machiembrado, layer of asphalt, tile Creole, ace sup., as inf., sidewalk, station, ground floor, first floor, patio, bathroom, walk-in closet, master bedroom, balcony, living room, kitchen, dining room, parking, gas, blueprint single-family dwelling, steel staircase, without scale, detail roof slab, in housing, tip., envigado plant foundations, vr, xxy, column, exemplar foundation detail, corner foundation detail, description, type, shoe, pedestal, esp., prof., reinforcement, l esc, detail of ribbed slab, block of anime, asphalt mantle, sup sup., inf inf., slab a’-b, floor cuts, slab bd ‘

Raw text data extracted from CAD file:

N \A1;16.50m \A1;4.58m \A1;16.50m \A1;4.58m \A1;1.50m \A1;1.00m \A1;10.00m \A1;5.00m \A1;16.50m \A1;1.50m \A1;10.00m \A1;4.60m \A1;5.00m \A1;3.65m \A1;4.00m \A1;3.40m \A1;3.70m \A1;14.75m \A1;1.50m \A1;4.60m \A1;1.00m \A1;3.65m \A1;3.70m \A1;14.75m \A1;1.00m \A1;2.23m \A1;4.00m \A1;2.23m \A1;2.04m \A1;1.33m \A1;2.08m \A1;0.80m \A1;4.91m \A1;1.00m \A1;2.25m \A1;4.90m \A1;1.00m \A1;1.50m \A1;4.60m \A1;3.65m \A1;4.00m \A1;3.40m \A1;3.70m \A1;14.75m \A1;1.35m \A1;0.85m \A1;0.50m \A1;4.00m \A1;3.40m \A1;0.85m \A1;1.24m \A1;1.85m \A1;1.63m \A1;1.63m Machiembrado Tubo Estructural 80 x 40 Capa de Asfalto Viga 25X25 cm 0.51 M Teja Criolla \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.30 \A1;1.05m \A1;1.05m \A1;1.20m \A1;1.20m \A1;0.80m \A1;0.80m \A1;0.25 \A1;0.30 \A1;0.25 \A1;0.30 \A1;0.81m VE-1 (A-B) 0.25 x 0.30 \A1;3.70m \A1;3.40m \A1;4.00m \A1;3.65m \A1;0.63m \A1;3.00m \A1;2.65m \A1;3.17m \A1;3.65m \A1;3.13m \A1;2.65m \A1;3.00m \A1;2.65m \A1;3.00m \A1;3.17m \A1;3.00m \A1;3.65m \A1;3.00m \A1;3.13m \A1;3.00m \A1;2.65m \A1;2.91m \A1;1.63m \A1;0.00m \A1;0.00m \A1;0.00m \A1;0.00m \A1;0.81m 4.60 1 2 0.25 x 0.25 E d 3/8″ .125 .125 .125 .125 .50 11 C./.05 2R .50 11 C./.05 2R 3.35 33 C./.10 2R AS SUP. AS INF. 2 d 5/8″ x 5.20 0.20 0.20 2 d 5/8″ x 5.20 0.20 0.20 VIGA T 25X25 A (1-2) ESCALA: 1:50 5 5 5 5 5 5 5 5 ACERA ACERA ESTAC. PLANTA BAJA PRIMER PISO 43m2 66m2 PATIO 5 5 5 5 01 02 5 A B E D 5 5 5 5 5 5 01 02 5 A B E D 5 5 5 5 5 P-80 P-80 P-80 5 5 5 P-80 5 5 5 5 Pc-80 5 5 Hab.01 Hab.02 Baño Vestier Habitación Principal Balcón TV Baño PLANTA ALTA ESC: 1:50 5 01 02 5 A B C E D 5 5 5 5 5 Baño P-80 Sala 5 P-100 5 MAZDA3 4.6X1.7 5 5 Cocina Comedor PLANTA BAJA ESC: 1:50 Columna de 0.20m para incorporar en pared 5 01 02 03 05 06 07 08 09 10 11 12 13 14 04 5 ESTACIONAMIENTO GAS C 5 5 5 03 05 06 07 08 09 10 11 12 13 14 04 5 5 C ANTEPROYECTO VIVIENDA UNIFAMILIAR 5 5 DESPIECE ACERO ESCALERA Ø 3 / 8 ” @ 15 cm. x 0.94 Ø 3 / 8 ” @ 15 cm.x 0.68 Rep. Ø 3 / 8 ” @ 15 cm. Ø 1 / 2 ” @ 30 cm. Long. 3,45 0.46 .10 .10 0.40 2.40 Ø 1 / 2 ” @ 30 cm. Long. 3,40 0.55 .10 0.70 .15 1.90 Rep. Ø 3 / 8 ” @ 15 cm. Ø 3 / 8 ” @ 15 cm. x 0.68 Ø 1 / 2 ” @ 30 cm. Long.= 3,10 0.45 .10 .10 2,00 0.45 Ø 1 / 2 ” @ 30 cm. Long.= 3,15 2,40 0.35 .10 0.20 .10 0.25 0.30 Est Ø3/8″ x 0.90 m 0.15 0.15 0.20 0.20 \Fromans.shx;0.10 \Fromans.shx;0.10 SECCION 25×30 \Fromans.shx;ESCALA 1/10 3 Ø5/8″ 3 Ø5/8″ 0.25 0.25 Est Ø3/8″x 0.80 m 0.15 0.15 0.15 0.15 \Fromans.shx;0.10 \Fromans.shx;0.10 SECCION 25×25 \Fromans.shx;ESCALA 1/10 2Ø 5/8″ 2Ø 5/8″ Sin Escala DETALLE LOSA DE TECHO EN VIVIENDA ESCALA 1/25 CONDUVEN 80X40 CONDUVEN 80X40 TIP. 3 A 3.65 B 4.00 C 3.40 D 3.70 E 1 4.60 2 ENVIGADO PLANTA FUNDACIONES ESCALA 1:50 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 (C1) (C2) (C2) (C1) F2 F2 (C1) (C1) (C1) (C1) (C1) (C1) V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 F2 F3 F3 F3 F3 F3 F1 F1 5 5 5 5 5 5 V.R. X x Y Acero (a/s) V.R. V.R. Columna DETALLE DE FUNDACION exentrica V.R. V.R. X x Y X Acero (a/s) Acero (a/s) V.R. 0.30 Y V.R. Columna 0.40 x 0.40 h: Variable (min: 1.20) 0.30 0.30 h: Variable (min: 1.20) 0.30 0.40 x 0.40 Acero (a/s) Y X DETALLE DE FUNDACION de esquina 0.30 0.10 0.20 0.30 3 d 1/2″ 3 d 1/2″ 0.20 0.20 2 X.10 ESTRIBOS d3/8″ C./.20 x 1.00 m VIGA DE RIOSTRA 30×30 ESCALA: 1:10 2Ø5/8″ 0.25 0.30 2Ø5/8″ \T0.95;Est. Ø3/8″@15cm. 0.15 0.15 0.20 0.20 \Fromans.shx;0.10 COLUMNA Tipo C1 \Fromans.shx;0.10 0.15 ESCALA 1/10 \Fromans.shx;0.10 2Ø1/2″ 2Ø5/8″ 0.25 0.30 2Ø5/8″ \T0.95;Est. Ø3/8″@15cm. 0.15 0.15 0.20 0.20 \Fromans.shx;0.10 COLUMNA Tipo C2 \Fromans.shx;0.10 0.15 ESCALA 1/10 \Fromans.shx;0.10 2Ø5/8″ 10cm .05 15cm 20cm 10cm 10cm .05 La primera ligadura se colocara a 5cm del tope al fondo de la viga. 2h Zona de Confinamiento min. 45cms .05 h El primer estribo se colocara a 5cm de la cara de la columna. 2h Zona de Confinamiento min. 45cms CUADRO DE FUNDACIONES ( Rs = 1.5 kg/cm2) DESCRIP TIPO ZAPATA PEDESTAL ESP. PROF. REFUERZO (EN DIRECCION X) REFUERZO (EN DIRECCION Y) A B C D E H F-1 0.80 0.80 0.40 0.40 0.30 1.20 0.15 0.15 a/c 15 cm d 3/8″ x 1.00 0.15 0.15 F-2 1.05 1.05 0.40 0.40 0.30 1.20 0.15 0.15 a/c 15 cm d 3/8″ x 1.25 0.15 0.15 F-3 1.20 1.20 0.40 0.40 0.30 1.20 0.15 0.15 a/c 10 cm d 3/8″ x 1.40 0.15 0.15 a/c 15 cm d 3/8″ x 1.00 a/c 15 cm 11 d 3/8″ x 1.25 a/c 15 cm d 3/8″ x 1.40 MATERIALES Suelo: Rs= 1.5 Kg/cm² Acero= Fy = 4.200 Kg/cm² Concreto F’c= 210 Kg/cm² ±0.00 A 3.65 B 4.00 C 3.40 D 3.70 E 1 4.60 2 (C1) (C2) (C2) (C1) (C1) (C1) (C1) (C1) (C1) (C1) ±3.00 L Esc LE-1 5 LE-1 LE-1 \W6.90765; PLANTA DE ENTREPISO NIVEL: ± 3.00 ESCALA 1/50 VE-1 (A-B) 0.25 x 0.30 VE-2 (A-B) 0.25 x 0.30 VE-1 (B-C) 0.25 x 0.30 VE-2 (B-C) 0.25 x 0.30 VE-1 (C-D) 0.25 x 0.30 VE-2 (C-D) 0.25 x 0.30 VE-1 (D-E) 0.25 x 0.30 VE-2 (D-E) 0.25 x 0.30 VE – A (1-2) 0.25 x 0.30 VE – B (1-2) 0.25 x 0.30 VE – C (1-2) 0.25 x 0.30 VE – D (1-2) 0.25 x 0.30 VE – E (1-2) 0.25 x 0.30 VE- (1-2) 0.25 x 0.25 .10 .40 .10 .10 .40 DETALLE DE LOSA NERVADA BLOQUE DE ANIME .05 .20 Malla truckson 4″ x 4″ Cabillas del nervio 1Ø1/2″ 0.25 Sin Escala Cabillas del nervio 1Ø1/2″ 5 5 5 5 5 A B C D E 1 1 1 1 1 N+3.00 M 5 5 5 5 5 5 NT+6.65 M BASE+0.00 M 5 5 5 5 5 5 5 5 5 5 1 2 1 2 1 2 1 2 1 2 E D E D C C B B A A Correas Conduven 80x40mm Machiembrado Manto Asfaltico A 3.65 B 4.00 C 3.40 D 3.70 E 1 4.60 2 (C1) (C2) (C2) (C1) (C1) (C1) (C1) (C1) (C1) (C1) \W8.31186; PLANTA DE TECHO NIVEL: ± 6.65 ESCALA 1/50 VT – A (1-2) 0.25 x 0.25 VT – B (1-2) 0.25 x 0.25 VT – C (1-2) 0.25 x 0.25 VT – D (1-2) 0.25 x 0.25 VT – E (1-2) 0.25 x 0.25 P=14.00% P=13.00% 4.60 1 2 0.25 x 0.25 E d 3/8″ .125 .125 .125 .125 .50 11 C./.05 2R .50 11 C./.05 2R 3.35 33 C./.10 2R AS SUP. AS INF. 2 d 5/8″ x 5.20 0.20 0.20 2 d 5/8″ x 5.20 0.20 0.20 VIGA E 25X25 D’ (1-2) 4.60 1 2 0.25 x 0.30 E d 3/8″ .125 .125 .125 .125 .60 11 C./.06 2R .60 11 C./.06 2R 3.15 26 C./.12 2R AS SUP. AS INF. 2 d 5/8″ + 1 d 1/2″ x 5.20 0.20 0.20 2 d 5/8″ + 1 d 1/2″ x 5.20 0.20 0.20 VIGA E 25X30 A (1-2) ESCALA: 1:50 5 0.63 3.65 0.25 .10 .125 .125 .10 .10 .125 .125 .10 As Sup. As Inf. A’ A B 1 d 1/2″ x 4.29 1 d 1/2″ x 4.29 LOSA A’-B NERVADA E = 25 cm ESCALA: 1:50 5 CORTES DE PISO ESCALA S/E 3.65 4.00 A B C 0.25 x 0.30 0.25 x 0.30 E d 3/8″ .125 .125 .125 .125 .125 .125 .60 11 C./.06 2R .60 11 C./.06 2R 2.20 18 C./.12 2R .60 11 C./.06 2R .60 11 C./.06 2R 2.55 21 C./.12 2R A A B B AS SUP. AS INF. 3 d 5/8″ x 12.00 m 0.20 3 d 5/8″ x 12.00 m 0.20 3.40 C D 0.25 x 0.30 .125 .60 11 C./.06 2R .60 11 C./.06 2R 1.95 16 C./.12 2R 3.70 D E 0.25 x 0.30 .125 .125 .125 .60 11 C./.06 2R .60 11 C./.06 2R 2.25 18 C./.12 2R 0.20 0.20 5 3 d 5/8″ x 4.35 m 5 3 d 5/8″ x 4.35 m VIGA E 25X30 EJE 1 A-E ESCALA: 1:50 3.65 4.00 A B C 0.25 x 0.30 0.25 x 0.30 E d 3/8″ .125 .125 .125 .125 .125 .125 .60 11 C./.06 2R .60 11 C./.06 2R 2.20 18 C./.12 2R .60 11 C./.06 2R .60 11 C./.06 2R 2.55 21 C./.12 2R A A B B AS SUP. AS INF. 3 d 5/8″ x 12.00 m 0.20 3 d 5/8″ x 12.00 m 0.20 3.40 C D 0.25 x 0.30 .125 .60 11 C./.06 2R .60 11 C./.06 2R 1.95 16 C./.12 2R 3.70 D E 0.25 x 0.30 .125 .125 .125 .60 11 C./.06 2R .60 11 C./.06 2R 2.25 18 C./.12 2R 0.20 0.20 5 3 d 5/8″ x 4.35 m 5 3 d 5/8″ x 4.35 m VIGA E 25X30 EJE 1 A-E ESCALA: 1:50 4.60 1 2 0.25 x 0.30 E d 3/8″ .125 .125 .125 .125 .60 11 C./.06 2R .60 11 C./.06 2R 3.15 26 C./.12 2R AS SUP. AS INF. 2 d 5/8″ + 1 d 1/2″ x 5.20 0.20 0.20 2 d 5/8″ + 1 d 1/2″ x 5.20 0.20 0.20 VIGA E 25X30 B (1-2) ESCALA: 1:50 4.60 1 2 0.25 x 0.30 E d 3/8″ .125 .125 .125 .125 .60 11 C./.06 2R .60 11 C./.06 2R 3.15 26 C./.12 2R AS SUP. AS INF. 2 d 5/8″ + 1 d 1/2″ x 5.20 0.20 0.20 2 d 5/8″ + 1 d 1/2″ x 5.20 0.20 0.20 VIGA E 25X30 C (1-2) ESCALA: 1:50 4.60 1 2 0.25 x 0.30 E d 3/8″ .125 .125 .125 .125 .60 11 C./.06 2R .60 11 C./.06 2R 3.15 26 C./.12 2R AS SUP. AS INF. 2 d 5/8″ + 1 d 1/2″ x 5.20 0.20 0.20 2 d 5/8″ + 1 d 1/2″ x 5.20 0.20 0.20 VIGA E 25X30 D (1-2) ESCALA: 1:50 4.60 1 2 0.25 x 0.30 E d 3/8″ .125 .125 .125 .125 .60 11 C./.06 2R .60 11 C./.06 2R 3.15 26 C./.12 2R AS SUP. AS INF. 2 d 5/8″ + 1 d 1/2″ x 5.20 0.20 0.20 2 d 5/8″ + 1 d 1/2″ x 5.20 0.20 0.20 VIGA E 25X30 E (1-2) ESCALA: 1:50 D’ 5 A’ ESCALA: 1:50 4.00 .125 .125 .10 .10 .125 .125 .10 B C 3.40 2.91 .125 .125 .10 .125 .125 .10 .10 .125 .125 .10 C D D’ 1 d 1/2″ x 10.45 m 1 d 1/2″ x 10.45 m LOSA B-D’ NERVADA E = 25 cm ESCALA: 1:50 4.60 1 2 0.25 x 0.25 E d 3/8″ .125 .125 .125 .125 .50 11 C./.05 2R .50 11 C./.05 2R 3.35 33 C./.10 2R AS SUP. AS INF. 2 d 5/8″ x 5.20 0.20 0.20 2 d 5/8″ x 5.20 0.20 0.20 VIGA T 25X25 A (1-2) ESCALA: 1:50 4.60 1 2 0.25 x 0.25 E d 3/8″ .125 .125 .125 .125 .50 11 C./.05 2R .50 11 C./.05 2R 3.35 33 C./.10 2R AS SUP. AS INF. 2 d 5/8″ x 5.20 0.20 0.20 2 d 5/8″ x 5.20 0.20 0.20 VIGA T 25X25 B (1-2) ESCALA: 1:50 4.60 1 2 0.25 x 0.25 E d 3/8″ .125 .125 .125 .125 .50 11 C./.05 2R .50 11 C./.05 2R 3.35 33 C./.10 2R AS SUP. AS INF. 2 d 5/8″ x 5.20 0.20 0.20 2 d 5/8″ x 5.20 0.20 0.20 VIGA T 25X25 C (1-2) ESCALA: 1:50 4.60 1 2 0.25 x 0.25 E d 3/8″ .125 .125 .125 .125 .50 11 C./.05 2R .50 11 C./.05 2R 3.35 33 C./.10 2R AS SUP. AS INF. 2 d 5/8″ x 5.20 0.20 0.20 2 d 5/8″ x 5.20 0.20 0.20 VIGA T 25X25 D (1-2) ESCALA: 1:50 4.60 1 2 0.25 x 0.25 E d 3/8″ .125 .125 .125 .125 .50 11 C./.05 2R .50 11 C./.05 2R 3.35 33 C./.10 2R AS SUP. AS INF. 2 d 5/8″ x 5.20 0.20 0.20 2 d 5/8″ x 5.20 0.20 0.20 VIGA T 25X25 E (1-2) ESCALA: 1:50