House Of Two Levels DWG Plan for AutoCAD

House Of Two Levels DWG Plan for AutoCAD

Two Levels of Single Family Housing With all his plans.

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

tebisa, ca, entrance, main staircase, c – a, v – e, spacing at each end, column frame, type, bxa, thermics, character, level, column table, column detail, foundation detail , go, seismic joint, drawing:, date:, scale:, project:, plan:, architecture, sheet:, frame of stirrups in beams, lightweight slab, fill with tecknoport, columneta, type, detail, wall braces, bent dse armors, beams, born, vs, note:, concrete tensioner after desencofrar slab of roof top, room, dining room, sh, patio, service, receipt, garden, dining room, study, passage, garage, projection of flow, closet, living room, detached house, iron and glass light, terrace, p.servico, bedroom

Raw text data extracted from CAD file:

1.45x1.50x0.90 \A1;0.3 \A1;0.3 \A1;0.20 \A1;CIMIENTO \A1;SOBRECIMIENTO \A1;0.15 \A1;0.30 tebisa tebisa \A1;3.83 \A1;2.35 \A1;2.48 \A1;3.70 \A1;1.55 \A1;3.45 \A1;2.00 \A1;3.20 \A1;2.15 \A1;3.65 \A1;3.25 \A1;2.95 \A1;3.65 \A1;.23 \A1;3.02 \A1;2.95 \A1;0.80 \A1;0.50 \A1;0.35 \A1;0.40 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.10 \A1;0.80 en CC-1 \A1;0.60 en CC-1 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.60 en CC-2 \A1;0.80 en CC-2 \A1;0.15 \A1;0.15 \A1;0.50 \A1;1.00 \A1;0.03 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.25 \A1;0.25 \A1;0.35 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.03 \A1;.25 \A1;.25 \A1;.25 \A1;.20 \A1;.20 \A1;.20 \A1;.25 \A1;0.65 \A1;0.30 \A1;0.30 \A1;0.30 \A1;3.83 \A1;2.35 \A1;2.48 \A1;3.70 \A1;1.55 \A1;3.45 \A1;2.00 \A1;3.20 \A1;2.15 \A1;3.65 \A1;3.25 \A1;2.95 \A1;3.65 \A1;.23 \A1;3.02 \A1;2.95 0.85 0.85 0.65 0.65 0.85 0.85 0.80 0.80 0.65 0.65 0.85 0.85 0.80 0.80 0.85 0.85 0.80 0.80 0.65 0.65 0.85 0.85 \A1;3.83 \A1;2.35 \A1;2.48 \A1;3.70 \A1;1.55 \A1;3.45 \A1;2.00 \A1;3.20 \A1;2.15 \A1;3.65 \A1;3.25 \A1;2.95 \A1;3.65 \A1;.23 \A1;3.02 \A1;2.95 0.85 0.85 0.80 0.80 0.65 0.65 0.85 0.85 0.80 0.80 0.85 0.85 0.80 0.80 0.65 0.65 0.85 0.85 \A1;.20 \A1;.10 \A1;.30 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.15 \A1;.15 \A1;.20 \A1;0.80 \A1;.25 \A1;.50 \A1;.15 \A1;.40 \A1;.40 \A1;0.15 \A1;8.50 \A1;0.15 \A1;3.55 \A1;0.15 \A1;0.15 \A1;3.50 \A1;0.15 \A1;3.10 \A1;0.15 \A1;2.80 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.85 \A1;0.15 \A1;4.85 \A1;0.15 \A1;2.00 \A1;3.05 \A1;0.15 \A1;0.15 \A1;3.50 \A1;0.15 \A1;1.85 \A1;1.10 \A1;2.80 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.90 \A1;3.83 \A1;2.35 \A1;2.48 \A1;3.70 \A1;3.65 \A1;3.25 \A1;2.95 \A1;1.55 \A1;3.45 \A1;2.00 \A1;3.20 \A1;2.15 \A1;3.65 \A1;.23 \A1;3.02 \A1;2.95 \A1;0.50 \A1;0.15 \A1;2.25 \A1;0.10 \A1;0.80 \A1;0.15 \A1;0.60 \A1;0.85 \A1;1.10 \A1;0.15 \A1;0.15 \A1;4.30 \A1;0.15 \A1;1.10 \A1;0.15 \A1;2.80 \A1;0.15 \A1;4.05 \A1;0.15 \A1;0.15 \A1;3.50 \A1;3.10 \A1;2.80 \A1;0.15 \A1;3.05 \A1;1.85 \A1;4.30 \A1;0.15 \A1;3.50 \A1;0.15 \A1;3.10 \A1;0.15 \A1;2.80 \A1;0.15 \A1;4.20 \A1;1.50 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;3.83 \A1;2.35 \A1;2.48 \A1;3.70 \A1;3.65 \A1;3.25 \A1;2.95 \A1;1.55 \A1;3.45 \A1;2.00 \A1;3.20 \A1;2.15 \A1;3.65 \A1;.23 \A1;3.02 \A1;2.95 \A1;1.05 \A1;0.15 \A1;0.15 \A1;1.15 \A1;1.95 \A1;2.45 \A1;0.15 \A1;1.00 \A1;1.45 \A1;0.90 \A1;0.15 \A1;1.95 \A1;0.15 \A1;0.15 \A1;2.25 \A1;0.15 \A1;1.55 \A1;0.15 \A1;0.10 \A1;0.80 0.20 2.45 0.15 0.15 2.10 1.10 1.11 0.15 2.40 0.20 0.05 0.50 R0.13 0.10 0.25 2.40 2.90 2.40 1.10 1.10 0.25 0.25 0.10 .25 0.25 0.25 1.10 2.40 .175 .175 0.05 2.40 0.10 0.12 \A1;0.22 2.60 2.40 0.20 0.20 2.15 2.90 0.20 2.40 0.20 2.15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D A B C D 1 3 5 7 9 1 2 4 6 8 9 C-1 C-1 C-2 C-2 C-5 C-4 C-1 C-1 C-2 C-5 C-1 C-2 C-1 C-4 C-1 C-1 C-1 C-A C-A C-A C-A C-1 C-1 C-4 C-1 C-1 C-3 C-3 C-4 CC- 1 CC- 2 CC- 2 CC- 2 CC- 2 CC- 2 CC- 2 CC- 2 CC- 2 CC- 2 CC- 2 CC- 2 CC- 2 CC- 2 CC- 2 CC- 1 CC- 1 CC- 1 CC- 1 CC- 1 CC- 1 CC- 2 CC- 1 CC- 1 CC- 1 CC- 1 CC- 1 CC- 1 CC- 1 CC- 1 CC- 1 CC- 1 \W7.10492; BASE DE \W5.21701; ESCALERA DE INGRESO ESCALERA PRINCIPAL S/C= 200.00 Kg. cm2 0.25 7 TRAMO 3 Y 6 0.25 0.80 0.50 0.35 1 5 Espesor= 0.125 3/8"@0.25 1ø3/8"@0.20 1ø3/8"@ 0.20 1ø3/8"@ 0.20 1ø3/8"@ 0.20 0.40 15 3/8"@0.20 3/8"@0.20 0.25 0.35 3/8"@0.25 1ø3/8"@ 0.20 Espesor= 0.125 3/8"@0.25 3/8"@0.25 1ø3/8"@ 0.20 E = 1/25 S/C= 200.00 Kg. cm2 3/8"@0.25 3/8"@0.25 3/8"@0.25 3/8"@0.25 TRAMO 2 Y 5 S/C= 200.00 Kg. cm2 TIPO 1 0.15 0.30 C - 3 TIPO 3 0.15 0.25 C - 4 0.40 0.25 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" TIPO 3 0.15 0.25 C - A 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" TIPO 1 C - 5 TIPO 3 0.15 0.25 V - E 2 Ø 1/2" 2 Ø 1/2" 1@ 0.05, 5@ 0.10, 2@ 0.15, Rto.@ 0.20 C/E 1@ 0.05, 6@ 0.10, Rto.@ 0.20 C/E 1@ 0.05, 4@ 0.10, 2@ 0.15, Rto.@ 0.20 C/E ESPACIAMIENTO EN CADA EXTREMO CUADRO DE ESTRIBOS COLUMNAS 1/4" 2 1 Ø TIPO 1/4" 3 1/4" 5 CC-2 0.80 en CC-1 0.60 en CC-1 5 N.P.T = + 0.10 0.15 5 CC-1 5 0.60 en CC-2 0.80 en CC-2 N.P.T = + 0.10 0.15 \A1;0.20 6 Ø 1/2" 2 Ø 3/8", 4 Ø 1/2" 6 Ø 1/2" 4 Ø 5/8" 4 Ø 3/4" 6 Ø 3/8" b x a C-4 C-3 C-2 C-1 TERISTICAS CARAC- Ø NIVEL 1º CUADRO DE COLUMNAS C-5 2º 15 x 40 D=0.30 C-A b x a Ø 15 x 30 15 x 40 25 x 25 25 x 25 Tipo 1 Tipo 1 Tipo 1 Tipo 2 Tipo 3 Tipo 1 6 Ø 1/2" 6 Ø 1/2" 4 Ø 5/8" 15 x 40 25 x 25 25 x 25 Tipo 1 Tipo 1 Tipo 2 6 Ø 3/8" 15 x 40 Tipo 1 DETALLE DE COLUMNAS Esc. 1/25 Esc. 1/25 DETALLE DE CIMIENTOS MURO M - 1 N.P.T = + 0.10 0.15 N.P.T = + 0.10 5 1.00 \A1; ø DE COLUMNAS M - 1 M - 1 M - 1 V-E 5 5 JUNTA SISMICA JUNTA SISMICA N.P.T. + 0.60 N.P.T. + 0.40 N.P.T. + 0.60 N.P.T. + 0.60 N.P.T. + 0.10 N.P.T. + 0.50 N.P.T. + 0.30 N.P.T. + 0.00 N.P.T. + 0.45 0.15 0.40 2 Ø 1/2" 2 Ø 1/2" TIPO 1 C - 1 0.15 0.40 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" TIPO 1 C - 2 4 Ø 3/4" 15 x 30 Tipo 3 E- 01 1/50 DIBUJO : FECHA : JULIO - 2010 ESCALA : PROYECTO : PLANO : ARQUITECTURA LAMINA : \W9.71341; CIMENTACION 2 Ø 1/2" 2 Ø 1/2" 5 5 V-2 TIPO 1 TIPO 1 V-1 5 5 2 Ø 1/2" 2 Ø 1/2" 2 Ø 3/8" 2 Ø 1/2" 2 Ø 1/2" 5 5 V-3 TIPO 1 2 Ø 1/2" 5 5 V-B1 TIPO 2 2 Ø 3/8" 2 Ø 3/8" 5 5 V-4 TIPO 2 2 Ø 1/2" 2 Ø 1/2" 5 5 V-E TIPO 2 2 Ø 3/8" 2 Ø 3/8" TIPO 1 V-5 5 5 2 Ø 3/8" 2 Ø 3/8" 1/4" 1@0.05, 3@0.10 Rto.@ 0.25 C/E 3 1/4" 1/4" 1@0.05, 3 @0.10,2@0.15 Rto.@ 0.20 C/E TIPO 1 2 CUADRO DE ESTRIBOS EN VIGAS ESPACIAMIENTO EN CADA EXTREMO 1@0.05, 4 @0.10,3 @0.15Rto.@ 0.20 C/E 2d 3/8" A TIPO 2 V-100-200 0.80 2d 3/8" 0.65 Losa aligerada 5 SEPARAR DE LA COLUMNA e=1.5" RELLENAR CON TECKNOPORT 5 C/ 3 HILADAS ALAMBRE Nº 8 COLUMNETA DE AMARRE C - 4 2 Ø 3/8" Ø 1/4" @.20 tipo DETALLE ARRIOSTRES DE MUROS DOBLADO DSE ARMADURAS VIGAS 0.30 0.30 0.30 3/8" 1/2" d 0.40 0.35 Lm X Y 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D A B C D 1 3 5 7 9 1 2 4 6 8 9 V-5 V-5 V-5 V-5 V-5 V-5 V-5 V-B1 V-B1 V-100 V-100 V-100 V-100 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 5 5 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 3/8" 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 5 5 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 3/8" 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-E V-2 V-2 V-5 V-2 V-2 V-2 V-2 V-5 V-5 V-5 V-2 V-2 V-2 V-2 V-2 T-1 NACE T-1 NACE T-1 NACE \A1;T-1 \A1;T-2 \A1;T-3 \A1;T-4 \A1;T-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 1 3 5 7 9 1 2 4 6 8 9 V-S 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 5 5 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 3/8" 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 5 5 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 3/8" 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" V-5 V-5 V-5 V-5 V-5 V-5 V-5 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-2 V-2 V-5 V-2 V-2 V-2 V-2 V-5 V-5 V-5 V-2 V-2 V-2 V-2 V-2 T-1 NACE T-1 NACE T-1 NACE V-E V-1 \A1;T-1 \A1;T-2 \A1;T-3 \A1;T-4 V-200 V-200 V-200 V-200 V-B2 V-B2 V-B2 V-B2 5 5 3 Ø 3/8" V-B2 TIPO 2 .40 .40 .10 T T .30 DET. DE TENSOR T-1 NOTA: Vacear concreto de tensor despues de desencofrar losa de techo superior E- 02 1/50 DIBUJO : FECHA : JULIO - 2010 ESCALA : PROYECTO : PLANO : ARQUITECTURA LAMINA : \W5.07622; ALIGERADO 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" A- 01 1/50 DIBUJO : FECHA : JULIO - 2010 ESCALA : PROYECTO : PLANO : ARQUITECTURA LAMINA : \W5.07622; ALIGERADO 5 5 5 5 5 5 5 5 5 5 5 5 5 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 3 5 7 9 5 5 5 A B C D 5 5 5 5 5 1 2 4 6 8 9 5 5 5 5 A B C D 1.90x1.65x0.90 1.65x1.50x1.10 0.85x1.50x0.90 2.30x1.50x0.90 0.25x0.25x2.15 1.20x1.50x0.90 1.00 x 2.40 0.90 x 2.40 0.75 x 2.40 0.90 x 2.55 0.85 x 2.40 0.90 x 2.40 0.80 x 2.40 SALA COMEDOR S.H DORMITORIO 1 N.P.T. + 0.60 1 2 3 4 5 N.P.T. + 0.40 N.P.T. + 0.60 N.P.T. + 0.60 N.P.T. + 0.10 N.P.T. + 0.50 N.P.T. + 0.30 N.P.T. + 0.00 PATIO DE SERVICIO N.P.T. + 0.45 5 RECIBO JARDIN COMEDOR DE DIARIO ESTUDIO PASADIZO A A B B GARAJE PROYECCION DE VOLADO PROYECCION DE VOLADO \W8.18866; PASO : 0.25 \W0.64871; CONTRAPASO : 0.18 \LPRIMERA PLANTA 5 5 5 5 5 5 5 13 14 5 5 5 5 5 5 5 5 5 5 5 5 5 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 3 5 7 9 5 5 5 A B C D 5 5 5 5 5 1 2 4 6 8 9 5 5 5 5 A B C D 1.90x1.50x0.90 1.65x1.50x0.90 2.00x1.50x0.90 2.30x1.50x0.90 0.25x1.50x0.90 0.25x0.25x2.15 1.35x1.50x0.90 0.90 x 2.40 0.85 x 2.40 0.90 x 2.40 0.90 x 2.40 0.90 x 2.40 0.90 x 2.40 0.80 x 2.40 CLOSET 0.65x2.45x2.30 CLOSET 0.65x1.75x2.30 CLOSET 0.65x1.75x2.30 CLOSET 0.65x1.50x2.30 CLOSET 0.65x2.45x2.30 S.H S.H DORMITORIO 2 DORMITORIO 5 DORMITORIO 4 DORMITORIO 6 DORMITORIO 3 5 5 5 N.P.T. + 3.20 ESTAR PASADIZO 15 16 17 18 19 7 8 9 10 11 12 A A B B 5 PASO :0.25 CONTRAPASO :0.18 5 \LSEGUNDA PLANTA 5 5 5 5 5 5 5 5 5 5 5 5 5 6 7 5 5 A- 02 1/50 DIBUJO : FECHA : JULIO - 2010 ESCALA : PROYECTO : PLANO : VIVIENDA UNIFAMILIAR LAMINA : \W9.98222; CORTES Y ELEVACIONES 5 5 5 5 5 5 5 5 Traga luz de fierro y vidrio N.P.T +0.45 TERRAZA N.P.T + 5.80 COMEDOR N.P.T + 0.60 PASADIZO N.P.T + 3.20 5 5 5 N.P.T + 0.10 N.P.T + 0.30 N.P.T + 0.40 N.P.T + 0.60 5 5 5 N.V.T 0.00 5 5 5 5 5 5 5 .25 5 5 5 5 5 5 P.SERVICO N.P.T + 0.50 ESTUDIO N.P.T + 0.45 GARAJE N.P.T + 0.10 DORMITORIO N.P.T + 3.20 TERRAZA N.P.T + 5.80 5 .175 .175 5 5 5 \LCORTE "B - B" \LELEVACION PRIMCIPAL \LCORTE "A - A" 5

Language	Spanish
Drawing Type	Plan
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio, Garage
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, dwelling unit, DWG, Family, haus, house, Housing, levels, logement, maison, plan, plans, residên, residence, single, unidade de moradia, villa, wohnung, wohnung einheit