Minimum Housing DWG Block for AutoCAD

The construction is a house with all amenities for a short family and consists of kitchen and dining room dormitorioss each floor is a full department. Plants – Cortes – Infrastructural Development

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

column, plate or beam, tank tank lid, xx cut, cistern detail, split stone fill, sink box, sedimentation pit, sanitary cover, cat ladder, grid, iron and glass, box of spans, height, width, windows, sill, iron, glass, type, high, doors and screens, counter-plate, glazed, plant: roof, roof, burnished polished cement floor, tank tank projection, theatine projection, metal and glass structure, theatine, plant: first floor, hall, hall, dining room, patio, ss.hh., master bedroom, garden, daily, plant: second and tersera plant, kitchen, proy. high furniture, typical detail of lightened, detail meeting of beams, multifamily housing, location, professional, specialty, project, owner, draftsman, scale, date, foundations: first and second floor, abutments, column table, dimension, detail of bending of abutments, in columns and beams, stair detail, second section: first and second floor, third section: first and second floor, first section: first floor, first section second floor, typical detail of foundations, filling, according to detail of abutments ., typical shoe plant, shoe detail, thickness, stair beam detail, shoe frame, concrete – reinforced surplus, technical specifications, overload :, mortar :, steel, concrete, cyclopean :, Surplus :, foundation :, resistance , concrete – beams, reinforced concrete :, concrete – columns, footings, maximum, median, stone, variable, v ch-p

Raw text data extracted from CAD file:

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DORMITORIO PRINCIPAL PISO CERAMICO CELIMA .30x.30 NPT.+0.30 DORMITORIO 01 PATIO CL CL V2 P1 P1 V10 P2 P2 V3 M1 P1 CL P1 P2 V4 P2 P3 JARDIN DE DIARIO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1-1 1-1 1-1 1-1 1-1 5 5 V3 5 5 5 5 5 5 5 5 5 \A1;Junta de dilatación, e:3cm. NPT.+0.00 5 5 5 5 5 5 5 5 5 V10 5 5 5 5 ESC: 1/50 PLANTA: SEGUNDO Y TERSERA PLANTA SALA HALL COMEDOR DORMITORIO 02 P2 SS.HH. DORMITORIO PRINCIPAL PISO CERAMICO CELIMA .30x.30 NPT.+0.30 DORMITORIO 01 CL CL V2 P1 P1 V10 P2 P2 V3 M1 P1 CL P1 V4 P3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1-1 1-1 1-1 1-1 1-1 5 5 V3 5 5 5 5 5 5 5 5 5 \A1;Junta de dilatación, e:3cm. NPT.+0.00 5 5 5 5 5 5 5 V10 5 5 5 5 5 5 5 PATIO P3 5 COCINA PROY. MUEBLE ALTO PLANTA: ALIGERADO TIPICO 1ro – 2do PISO ESC: 1/50 V CH-2 (.45 x.20) .15 1.50 .15 1.60 .15 2.55 .15 VP-1′ (.15 x.40) V CH-1 (.35 x .20) V P-1 (.15 x .40) .15 1.39 .30 2.70 .15 1.40 .30 1.50 .15 2.55 .15 .15 .96 .30 2.70 .15 1.50 .15 1.60 .15 .45 2.95 .30 1.20 .45 2.42 .45 .67 2.55 .15 d1/4″,1@.05 ,4 @10 ,2 @15 ,R.@ 20 .10 .30 .10 .30 .10 .40 .40 .05 .15 .20 Fierro de temperatura d 1/4″@.25 ambos sentidos .40 d1/4″,1@.05 ,4 @10 ,2 @15 ,R.@ 20 d1/4″,1@.05 ,4 @10 ,2 @15 ,R.@ 20 d1/4″,1@.05 ,4 @10 ,2 @15 ,R.@ 20 d1/4″,1@.05 ,4 @10 ,2 @15 ,R.@ 20 2 d1/2″ 2 d1/2″ 2 d1/2″ 2 d1/2″ 2 d1/2″ 2 d1/2″ 3 d1/2″ 3 d1/2″ d1/4″ d1/4″,1@.05 ,4 @10 ,R.@ 20 d1/4″,1@.05 ,4 @10 ,R.@ 20 d1/4″,1@.05 ,4 @10 ,R.@ 20 1@.05,R..10 1@.05,R..10 d1/4″ d1/4″,1@.05 ,4 @10 ,R.@ 20 3 d1/2″ 3 d1/2″ .20 .15 .40 d1/4″,1@.05 ,4 @10 ,2 @15 ,R.@ 20 6 d1/2″ .20 6 d1/2″ d1/4″,1@.05 ,4 @10 ,R.@ 20 2 2 1 1 CORTE 1-1 CORTE 2-2 DETALLE TIPICO DE ALIGERADO .35 d1/4″,1@.05 ,4 @10 ,R.@ 20 d1/4″,1@.05 ,4 @10 ,R.@ 20 d1/4″,1@.05 ,4 @10 ,R.@ 20 3 d1/2″ 3 d1/2″ 6 d1/2″ d1/4″,1@.05 ,4 @10 ,R.@ 20 CORTE 3-3 3 3 .45 .20 .30 .30 .30 .30 .30 .30 d1/4″,1@.05 ,4 @10 ,2 @15 ,R.@ 20 d1/4″,1@.05 ,4 @10 ,2 @15 ,R.@ 20 d1/4″,1@.05 ,R.@15 2 d1/2″ 2 d1/2″ 2 d1/2″ 2 d1/2″ 2 d1/2″ 2 d1/2″ .40 d1/4″,1@.05 ,4 @10 ,2 @15 ,R.@ 20 CORTE 4-4 6 d1/2″ .15 4 4 2 d1/2″ 2 d1/2″ .30 2 d1/2″ .45 d1/4″,1@.05 ,4 @10 ,2 @15 ,R.@ 20 3.55 .30 d1/4″,1@.05 ,R.@15 .30 .30 2.57 1.50 .45 d3/8″,1@.05 ,4 @10 ,R.@ 20 5 5 .20 .25 .20 6 d1/2″ d3/8″,1@.05 ,4 @10 ,R.@ 20 CORTE 5-5 4 4 VP-2 .15 x.40)- (.25 x .20) V CH (.25 x .20) V CH-P (.60 x.20) 6 d5/8″ d3/8″,1@.05 ,4 @10 ,R.@ 20 d1/4″,1@.05 ,4 @10 ,R.@ 20 4 d3/8″ VB (.15 x.20) d1/4″,1@.05 ,R.@ 20 2 d3/8″ DV (.10 x .20) .60 .20 .15 .20 2d1/2″ .10 .20 DETALLE ENCUENTRO DE VIGAS ESC: 1/25 .35 .35 .35 .35 3 d1/2″ 3 d1/2″ 3 d1/2″ 3 d1/2″ VIVIENDA MULTIFAMILIAR ESTRUCTURA (ALIGERADO) UBICACION PROFESIONAL ESPECIALIDAD PROYECTO PROPIETARIO DIBUJANTE PLANO:5/8 ESCALA FECHA 1:50 ABR 2000 CIMENTACION: PRIMER y SEGUNDO PISO ESC: 1/50 1@.05,4@ 0.10,3@.10,Rto@.20 ESTRIBOS / 0 3/8″ 1@.05,4@ 0.10,Rto @ .20 CUADRO DE COLUMNAS C-1 DIMENSION TIPO C-2 C-3 C-5 4 5/8″ 6 5/8″ / 0 0 / 0 8 1/2″ / 1@.05,4@ 0.10,Rto @ .20 1/4″ / 0 1@.05,4@ 0.10,Rto @ .20 1/4″ / 0 5 .45 .15 .35 .15 .15 .45 .45 .15 .30 .30 0.50 DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS DETALLE DE ESCALERA SEGUNDO TRAMO : PRIMERO Y SEGUNDO PISO TERCER TRAMO : PRIMERO Y SEGUNDO PISO PRIMER TRAMO : PRIMER PISO ø1/2″ @ 0.25 ø3/8″@0.25 ø1/2″ @ 0.20 ø1/2″@0.20 ø3/8″@0.25 .30 ø3/8″@0.25 .30 7ø1/2″ ø3/8″@0.25 ø1/2″ @0.25 .15 (TIPICO) E=0.15 ø3/8″@0.25 6ø1/2″ ø3/8″@0.25 ø3/8″@0.25 7ø1/2″ ø3/8″@0.25 6ø1/2″ ø1/2″@.25 ø3/8″@0.25 ø3/8″@0.25 (TIPICO) E=0.15 ø1/2″ 4 0.25 ø3/8″@0.25 ø3/8″@0.25 ø1/2″ @ .25 .30 .30 .30 .30 .15 .15 .15 .15 .15 .15 ø3/8″@0.25 .30 .15 6ø1/2″ 6ø1/2″ ø3/8″@0.25 7ø1/2″ .30 ø3/8″@0.25 (TIPICO) E=0.15 ø3/8″@0.25 7ø1/2″ PRIMER TRAMO SEGUNDO PISO ESC: 1/50 DETALLE TIPICO DE CIMIENTOS CORTE 1-1 ESC ; 1/25 .50 CORTE 2-2 CORTE 3-3 .50 0.40 NFP +0.25 \A1;.15 5 .80 4ø1/2″ ø1/4″,1@.05,4@.10,r@.20 .80 5 \A1;.15 5 .80 .40 \A1;.15 RELLENO SEGUN DETALLE DE ESTRIBOS. ø1/2″ A 0.15 1.00 PLANTA TIPICA DE ZAPATA 1.00 ESC. 1/25 DETALLE DE ZAPATAS ø1/2″ A 0.15 ESC. 1/25 PARRILLA d1/2″ @ 0.15 0.60 0.25 0.25 SOLADO Fc=100Kg/cm2 1.00×1.00 PARA ZPT.-01 0.10 0.05 0.30 0.10 N.F.P.+.25 ESPESOR CORTE 4-4 5 5 Detalle de viga en escalera .17 0.25 .10 5 5 CORTE 5-5 0.40 0 3/8″ / C-4 / 4 5/8″ + 0 .35 .35 0 / 1/4″ 1@.05,4@ 0.10,Rto @ .20 2 1/2″ / 0 2 3/8″ 0 / 3 1/2″ + / 0 .15 .25 / 0 4 3/8″ / 0 1/4″ 1@.05,4@ 0.10,Rto @ .20 C-6 CUADRO DE ZAPATAS B TIPO L / Z1 Z2 Z3 1.20 1.20 0.80 1.00 1.00 1.20 O H:d1/2″@ 0.15 V:d1/2″@ 0.15 H:d1/2″@ 0.15 V:d1/2″@ 0.15 H:d1/2″@ 0.15 V:d1/2″@ 0.15 .30 .10 .20 5 \A1;.10 5 5 .80 CORTE 3′-3′ .60 5 \A1;.10 \A1;.15 LAS JUNTAS VERTICALES Y HORIZONTALES DE DILATACION 1″ (USAR TECNOPORT). PARA LADRILLOS KING KONG DE Fm = 35 Kg/cm ( 1:4 CEMENTO, ARENA) LLENANDO COMPLETAMENTE CEMENTO HORMIGON 1:8 + 25% RESISTENCIA DE TERRENO: 1.5Kg/cm2 (VERIFICAR EN OBRA) CONCRETO – SOBRECIMIENTOS ARMADOS CEMENTO HORMIGON 1:10 + 30% PIEDRA GRANDE 6″ MAXIMO ESPECIFICACIONES TECNICAS TECHO 2 PISO TECHO 1 PISO SOBRECARGA: MORTERO: ACERO CONCRETO CICLOPEO: SOBRECIMIENTO: CIMIENTO: RESISTENCIA CONCRETO – VIGAS CONCRETO ARMADO: 200 kg/m. 200 kg/m CONCRETO – COLUMNAS, ZAPATAS fy = 4200 kg/cm2 MAXIMO MEDIANA 3″ fc = 140 kg/cm2 fc = 175 kg/cm2 fc = 175 kg/cm2 PIEDRA TECHO 3 PISO 200 kg/m. N.F.P. + 0.25 N.F.P. + 0.25 N.F.P. + 0.25 N.F.P. + 0.25 .30 5 CORTE 6-6 VARIABLE .80 .30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1-1 1-1 1-1 1-1 1-1 5 \A1;Junta de dilatación, e:3cm. 5 5 5 5 5 5 5 5 5 5 C4 Z1 C2 C1 C1 C1 C2 C1 C2 C2 Z3 C2 Z3 C2 C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1-1 1-1 1-1 1-1 1-1 5 \A1;Junta de dilatación, e:3cm. 5 5 5 5 5 5 5 5 5 5 C1 VP-1′ VP-1′ VP-1′ VP-1′ VP-1′ VP-1′ VP-1′ VP-1′ VP-1′ VP-2 VP-2 VP-2 VP-1′ VP-1′ VP-1′ V CH-P V CH-P VP-1 VP-1 VP-1 VP-1 VP-1 VP-1 VP-1 VP-1 VP-1 V CH-1 V CH-1 V CH-1 V CH-1 V CH-1 .70 5 5 5 5 5 5 5 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d3/8″ 1d1/2″ 1d1/2″ 1d3/8″ 1d3/8″ .70 .70 1d1/2″ VB V CH-2 V CH-2 V CH-2 1d3/8″ 1d3/8″ .70 .70 1d1/2″ 5 5 5 5 1d3/8″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 5 5 1d1/2″ 1d3/8″ VP-1 VP-1 VIVIENDA MULTIFAMILIAR ESTRUCTURA (ALIGERADO) UBICACION PROFESIONAL ESPECIALIDAD PROYECTO PROPIETARIO DIBUJANTE PLANO:5/8 ESCALA FECHA 1:50 ABR 2000 VIVIENDA MULTIFAMILIAR ESTRUCTURA (ALIGERADO) UBICACION PROFESIONAL ESPECIALIDAD PROYECTO PROPIETARIO DIBUJANTE PLANO:5/8 ESCALA FECHA 1:50 ABR 2000