House DWG Section for AutoCAD

House – Plants – Sections – elevations – Details –

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

room, style, architectural desktop, drawn by :, checked by :, project number :, issued :, filename :, —, .dwg, project name, floor plans, trees and plants, elevation, floor, cl., kitchen , dining room, room, cart-for, bedroom, ss.hh, living, laundry, low ceiling, car-port, equal, detail, table of columns and plates, ax, footboard, floors, indicated, detail of footings, column , shoe cutting, nfp, beam detail, foundation, overlay, base, detail of foundations, foundation for stairs, structures: foundations, ceramic floor, polished cement floor, grass, garden, distribution: first floor, distribution: second plant, alfonso de rojas, closet, roof, hall, arq., owner, carho, lamina, cad., date, distribution, detached house, flat, esc., ind., project, foundations, lightened slab, elevation and cuts, junction box, minimum lengths in centimeters of bar anchors in, – avoid splices and overlaps in areas of maximum effort zones, – to cure concrete by wet way, – to empty columns moored to the walls in toothed form, – it is recommended brick walls with horizontal reinforcements every three courses, coatings, general notes, technical specifications, foundations:, albanileria, overloads, surpluses, terrain , reinforced concrete, parameters of seismic resistance, lc, lt, le, detail of lightened, detail of meeting, of beams, shoe cut, in column, according to det. of shoe

Raw text data extracted from CAD file:

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CL. CL. CL. COCINA COMEDOR SALA CART-POR DORMITORIO SS.HH DORMITORIO DORMITORIO DORMITORIO DORMITORIO SS.HH ESTAR LAVANDERIA SS.HH 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ESTAR 18 17 16 15 7 20 8 9 14 13 12 11 10 CL. TECHO BAJO COCINA COMEDOR SALA CAR-PORT DORMITORIO SS.HH DORMITORIO DORMITORIO DORMITORIO ESTAR LAVANDERIA SS.HH ESTAR TECHO BAJO P/ ILUMINACION Y VENTILACION TECHO BAJO P/ ILUMINACION Y VENTILACION Z-6 CC-1 C2 C2 C4 C4 C2 C2 C3 C3 C3 C3 C2 C1 C2 C2 P-1 C5 P-2 C5 C5 C5 C5 C2 C2 C2 C2 C2 C5 1@ .05, 2@ .15, Rto. @ .25C/EXTREMO TIPO 4 Ø 1/4″ IGUAL 4Ø3/8″ 4Ø1/2″+2Ø3/8″ 4 Ø 3/8″ 0.15 x 0.25 0.25 x 0.25 TIPO 2 TIPO 3 5 5 4Ø3/8″ 5 5 4Ø1/2″+2Ø3/8″ 5 1@ .05, 5@ .10 Rto. @ .20 C/EXTREMO DETALLE Ø 3/8″ TIPO 1 5 CUADRO de COLUMNAS Y PLACAS IGUAL 2º 1º IGUAL AxB ESTRIBO Ø Ø ESTRIBO AxB PISOS C-1 TIPO 1 C-2 0.25 x 0.30 4Ø5/8″ ESC. : 1 / 25 C-5 TIPO 4 0.25 x 0.25 C-4 IGUAL 4Ø5/8″ 1@ .05, 5@ .10, Rto. @ .20C/EXTREMO TIPO 2 Ø 1/4″ INDICADO TIPO 5 5 5 IGUAL 4Ø3/8″ 1@ .05, 3@ .15, Rto. @ .25C/EXTREMO TIPO 6 2Ø 1/4″ P-1 5 5 4Ø1/2″ 6Ø3/8″ 4Ø1/2″ + 6Ø3/8″ 0.49 1@ .05, 3@ .10, Rto. @ .15C/EXTREMO TIPO 5 Ø 1/4″ 5 5 5 5 P-2 INDICADO TIPO 6 IGUAL 4Ø1/2″ + 1Ø3/8″ 4Ø3/8″ 4Ø1/2″ + 1Ø3/8″ 8Ø1/2″ + 6Ø3/8″ 1@ .05, 3@ .15, Rto. @ .25C/EXTREMO TIPO 7 3Ø 1/4″ Z-6 Z-5 Z’-3 Z-3 Z-2 Z’-1 5 5 5 5 5 5 5 5 5 5 5 d 1/2 @ 0.20 d 1/2 @ 0.20 d 1/2 @ 0.20 d 1/2 @ 0.20 d 1/2 @ 0.20 d 1/2 @ 0.20 d 1/2 @ 0.20 Z-1 d 1/2 @ 0.20 d 1/2 @ 0.20 5 5 5 5 5 5 5 5 DETALLE de ZAPATAS (fc = 175Kg/cm2 t= 2.00 Kg/cm2) ESCALA : 1/25 5 5 5 5 5 5 5 5 5 d 1/2 @ 0.20 d 1/2 @ 0.20 5 5 5 5 5 5 5 d 1/2 @ 0.20 d 1/2 @ 0.20 5 d 1/2 @ 0.20 5 5 5 5 5 5 5 5 5 d 1/2 @ 0.20 d 1/2 @ 0.20 Z-4 5 5 5 ESCALA : 1/25 en COLUMNA CORTE de ZAPATA 5 5 N.F.P 5 5 5 5 5 TIPO 2 Ø 1/4″ 1@.0.05 , Rto. @ .10 C/EXTREMO 4 Ø3/8″ 5 5 Ø 1/4″ TIPO 2 VB V S-2 Ø 1/4″ TIPO 1 ESCALA : 1/25 DETALLE DE VIGAS 1@.0.05 3@ .10 , Rto. @ .15 C/EXTREMO Ø 1/4″ TIPO 1 4 Ø1/2″+2Ø3/8 5 5 V S-1 Ø 1/4″ TIPO 1 5 4 Ø1/2″ 5 5 5 5 5 5 5 5 5 5 N.P.T.+0.10 CC-1 5 5 5 5 5 5 N.P.T.+0.10 CIMIENTO SOBRECIMIENTO SOBRECIMIENTO CIMIENTO CC-2 5 N.P.T.+0.10 0.50 CIMIENTO 5 5 5 5 CC-3 3 @ 0.15 1 @ 0.05 Rsto. @ 0.25 ESTRIBOS Ø 1/4″ ESTRIBOS Ø 1/4″ Rsto. @ 0.25 1 @ 0.05 3 @ 0.15 BASE DE ESCALA : 1/25 DETALLE DE CIMIENTOS CORRIDOS 5 5 5 5 N.P.T.+0.10 CC-4 CIMIENTO SOBRECIMIENTO 3 @ 0.15 1 @ 0.05 Rsto. @ 0.25 ESTRIBOS Ø 1/4″ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 PLANTA ESCALERA No 1 ESC : 1/50 1′ 1 3′ 3 2′ 2 DETALLE DE ESCALERA – 1 ESC : 1/25 5 5 N.P.T. = + 0.15 1° TRAMO 5 5 5 5 Ø 3/8″ @ 0.20 Ø 1/2″ @ 0.20 CORTE 1-1′ 5 5 1 4 2 3 5 Ø 1/2″ @ 0.20 5 .175 e=0.175 5 CORTE 2-2′ 5 2° TRAMO Ø 3/8″ @ 0.20 Ø 1/2″ @ 0.20 5 6 7 8 9 .175 .175 5 5 5 e=0.175 5 Ø 1/2″ @ 0.20 Ø 3/8″ @ 0.20 Ø 3/8″ @ 0.20 Ø 1/2″ @ 0.20 5 5 10 13 11 12 14 e=0.175 CORTE 3-3′ 3° TRAMO 5 Ø 3/8″ @ 0.20 Ø 1/2″ @ 0.20 9 .175 VS-1 (.25 x .30) Z-5 Z’-3 Z-1 Z-2 Z-2 Z-3 Z-2 Z-3 Z-3 Z’-1 Z-5 Z-5 Z-6 Z-6 Z-5 Z-3 Z-1 CC-1 CC-1 CC-1 CC-1 CC-2 CC-2 CC-2 CC-4 CC-4 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-3 CC-3 CC-2 CC-3 CC-3 CC-3 CC-2 CC-4 CC-4 CC-4 CC-4 Z-4 N.P.T. + 0.15 CC-2 CIMIENTO PARA ESCALERA N.P.T. + 0.15 N.P.T. + 0.15 N.P.T. + 0.15 N.P.T. + 0.15 N.P.T. + 0.15 N.P.T. + 0.15 ESCALA : 1 / 50 ESTRUCTURAS: CIMENTACION VS -2 VS -1 VS -1 VP -1 VP -1 VP -1 VP -1 VP -1 VP -1 VS -2 VS -2 VP -2 Vb Vb VP -1 VS -2 VS -2 VS -1 VS -1 VS -1 VS -1 VS -1 VP -3 VP -1 VS -1 VS -1 VS-1 VP -2 VP -2 VS -2 VS -2 VP -1 5 5 1 Ø 3/8″ 1 Ø 3/8″ 1 Ø 1/2″ 1 Ø 3/8″ 1 Ø 3/8″ 5 1 Ø 3/8″ 5 1 Ø 1/2″ 1 Ø 1/2″ 1 Ø 1/2″ 5 5 1 Ø 3/8″ 1 Ø 3/8″ 1 Ø 1/2″ 1 Ø 3/8″ 1 Ø 3/8″ ESCALA : 1 / 50 PLANO DE ALIGERADOS 2DO NIVEL (0.25 x 0.30 ) VP -1 (0.25 x 0.30 ) (0.25 x 0.30 ) (0.15 x 0.20 ) (0.15 x 0.20 ) (0.25 x 0.30 ) (0.25 x 0.55 ) (0.25 x 0.55 ) (0.25 x 0.55 ) (0.25 x 0.55 ) VP -2 (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.35 ) VP -3 (0.25 x 0.35 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) 5 5 1 2 3 1 2′ 3 5 5 CC-2 CC-3 5 5 1 2 3 1 2′ 3 5 5 I 5 H 5 5 5 5 5 E D C B A 1 2′ 3 5 5 5 5 5 5 5 5 5 1 2 3 5 5 5 5 5 5 5 5 G F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 G 5 5 5 5 5 5 5 5 5 5 A 5 B 5 5 5 5 5 E F G H I 5 5 C D 5 5 5 5 5 5 5 5 N.P.T. + 0.15 N.P.T. + 0.15 N.P.T. + 0.15 N.P.T. + 0.15 N.P.T. + 0.15 N.P.T. + 0.15 N.P.T. +/ – 0.00 N.P.T. + 0.15 SS.HH N.P.T. + 2.60 N.P.T. +2.60 N.P.T. + 2.60 N.P.T. + 2.60 N.P.T. + 2.60 N.P.T. + 2.60 N.P.T. + 2.60 3 Ø 1/2″ 3 Ø 1/2″ 2Ø 1/2″ 3 Ø 1/2″ 5 2Ø 1/2″ 5 5 5 3 Ø1/2″ 3 Ø1/2″ 5 5 5 5 Ø1/2″ 3 Ø1/2″ 5 DETALLE DE VIGA VP-1 (.25 x .30 ) ESC : 1/50 1 @ 0.05 5 @ 0.10 Rsto. @ 0.15 ESTRIBOS Ø 1/4″ DETALLE DE VIGA VP-2 (.25 x .55 ) ESC : 1/50 1 @ 0.05 6 @ 0.10 Rsto. @ 0.20 ESTRIBOS Ø 3/8″ 4 @ 0.15 3 Ø 1/2″ 3 Ø 1/2″ 5 5 3 Ø 5/8″ 2 Ø 5/8″ 1 Ø 5/8″ + 2 Ø 1/2 1 Ø 5/8″ + 2 Ø 1/2 5 5 3 Ø5/8″ 5 3 Ø5/8″ 5 5 3 Ø5/8″ 5 3 Ø5/8″ + 2 Ø1/2 DETALLE DE VIGA VP-3 (.25 x .35 ) ESC : 1/50 1 @ 0.05 6 @ 0.10 Rsto. @ 0.15 ESTRIBOS Ø 1/4″ 2 Ø 1/2 + 1Ø 3/8″ 5 2 Ø 1/2 1 Ø 3/8 2 Ø 1/2 + 1 Ø 5/8″ 5 5 2 Ø 1/2 + 1 Ø3/8″ 2 Ø1/2″ + 1 Ø3/8 5 5 5 2 Ø 1/2 + 1 Ø3/8″ 2 Ø1/2″ + 1 Ø3/8 5 2 2′ 3 Ø 1/2″ 1 1′ 1 1′ 2 2′ 1 1′ 2 2′ CORTE 2-2′ CORTE 1-1′ CORTE 1-1′ CORTE 2-2′ CORTE 1-1′ CORTE 2-2′ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.P.T. +0.15 N.P.T. +0.15 A B E F G H I C D 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A 5 B 5 5 5 5 5 E F G H I 5 5 C D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 5 5 5 5 5 E F G 5 C D 5 5 5 5 5 P= .90 x 2.40 P= .70 x 2.40 V=2.00 x 1.40 x 1.00 V=1.00 x 0.50 x 1.90 MAMPARA=2.08 x 2.40 V=1.47 x 1.40 x 1.00 V=1.50 x 1.40 x 1.00 V=1.50 x 1.40 x 1.00 N.P.T. +/- 0.00 PISO CERAMICO PISO CERAMICO PISO CERAMICO PISO CERAMICO N.P.T. + 0.15 PISO CEMENTO PULIDO PISO CEMENTO PULIDO PUERTA LEVADIZA 2.15 x 2.40 GRASS JARDIN 5 5 19 5 V=2.00 x 1.40 x 1.00 P= .90 x 2.40 PISO CERAMICO PISO CERAMICO PISO CERAMICO PISO CEMENTO PULIDO P= .90 x 2.40 P= .70 x 2.40 V=1.47x 1.40 x 1.00 V=2.00x 1.40 x 1.00 TECHO BAJO V=1.50x 1.40 x 1.00 V=2.00x 1.40 x 1.00 V=2.00x 1.40 x 1.00 PISO CERAMICO PISO CERAMICO PISO CERAMICO PISO CERAMICO I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA : 1 / 50 DISTRIBUCION : PRIMERA PLANTA ESCALA : 1 / 50 DISTRIBUCION : SEGUNDA PLANTA 5 5 5 5 5 5 5 5 5 P= .90 x 2.40 P= .95 x 2.40 P= .70 x 2.40 5 5 5 5 5 66 5 CC-2 CC-2 CC-3 CC-2 CC-3 CC-3 CC-3 CC-3 alfonso de rojas COCINA N.P.T. + 0.15 SALA N.P.T. + 0.15 LAVANDERIA N.P.T. + 0.15 JARDIN N.P.T. +/ – 0.00 CLOSET N.P.T. + 2.60 DORMITORIO N.P.T. + 2.60 \LCORTE B – B’ ESC: 1/50 5 5 5 5 AZOTEA N.P.T. + 5.20 HALL N.P.T. + 2.60 \LCORTE A – A’ ESC: 1/50 DORMITORIO N.P.T. + 2.60 SALA N.P.T. + 0.15 AZOTEA N.P.T. + 5.20 5 5 5 5 5 5 ARQ. PROPIETARIO CARHO LAMINA CAD. FECHA MARZO. 2007 DISTRIBUCION A-1 VIVIENDA UNIFAMILIAR PLANO ESC. IND. PROYECTO ARQ. PROPIETARIO CARHO LAMINA CAD. FECHA MARZO. 2007 CIMENTACION E-1 VIVIENDA UNIFAMILIAR PLANO ESC. IND. PROYECTO ARQ. PROPIETARIO CARHO LAMINA CAD. FECHA MARZO. 2007 LOSA ALIGERADA E-2 VIVIENDA UNIFAMILIAR PLANO ESC. IND. PROYECTO I H E D C B A G F I H E D C B A G F I H E D C B A G F ARQ. PROPIETARIO CARHO LAMINA CAD. FECHA MARZO. 2007 ELEVACION Y CORTES A-2 VIVIENDA UNIFAMILIAR PLANO ESC. IND. PROYECTO RESISTENCIA DE TRERRENO: d’t : 2,00 Kg/cm2 (VERIFICAR EN OBRA) CUADRO DE EMPALMES Longitudes mínimas en centímetros de anclajes de barras en tracción (L.t.) de barras de compresion (L.c.) y de traslapes – Evitar empalmes y traslapes en zonas en zonas de máximo esfuerzo COLUMNAS Y VIGAS : 2.50 cm. ZAPATAS : 10.00 cm. LOSA ALIGERADA : 2.00 cm. – Curar concreto por vía humeda – Vaciar columnas amarradas a los muros en forma dentada – Se recomienda muros de ladrillo con refuerzos horizontales cada tres hiladas de barras en tracción (L.e.). RECUBRIMIENTOS NOTAS GENERALES EN PROPORCION DE 1:10 + 30% DE PIEDRA GRANDE CONCRETO SIMPLE (CICLOPEO) f’c : 100Kg/cm2, MEZCLA CEMENTO/HORMIGON ESPECIFICACIONES TÈCNICAS MORTERO: TIPO M CON ESPESOR DE JUNTA DE 1.50 cm. EN PROPORCION DE 1:8 + 25% DE PIEDRA MEDIANA MUROS : f’m: 35/Kgcm2 LOSA ALIGERADA: 250 Kg/m2 OFICINAS ESCALERAS : 400 Kg/m2 ACERO : f’c : 4200 Kg/cm2 CONCRETO f’c : 175 Kg/cm2: ZAPATAS, VIGAS DE CIMENTACION Y MUROS DE CONTENCION (MAXIMO Ø 3″) (MAXIMO Ø 6″) f’c : 100Kg/cm2, MEZCLA CEMENTO/HORMIGON CIMIENTOS: ALBANILERIA SOBRECARGAS SOBRECIMIENTOS: TERRENO CONCRETO ARMADO CONCRETO f’c : 210 Kg/cm2: COLUMNAS, VIGAS, ALIGERADOS 150 Kg/m2 AZOTEA PARAMETROS DE SISMORESISTENCIA FACTOR DE ZONA : Z= 0.4 FACTOR DE USO : U=1.0 FACTOR DE SUELO : S=1.2 PERIODO DE VIBRACION DEL SUELO Tp=0.6 seg. PERIODO DE DUCTILIDAD R=10 * COEFICIENTE DE PORTICOS Ct=35 f ‘ c = 175 Kg/cm 2 L.c. L.t. 45 40 30 25 85 55 45 35 L.e. 100 70 35 45 fy = 4,200 d 3/8″ d 3/4″ d 5/8″ d 1/2″ fy = 4,200 d 3/4″ d 5/8″ d 1/2″ d 3/8″ 100 70 35 45 L.e. 45 40 30 25 L.c. 85 55 45 35 L.t. f ‘ c = 175 Kg/cm 2 5 5 5 5 5 5 5 d 1/4″@ .25 As de Temperatura 5 ESCALA : 1/10 DETALLE de ALIGERADOS 5 5 5 X DETALLE de ENCUENTRO 5 X ESCALA : 1/20 de VIGAS 5 5 5 5 5 5 5 5 5 ESCALA : 1 / 50 PLANO DE ALIGERADOS 1ER NIVEL 1 Ø 3/8″ 1 Ø 3/8″ DORMITORIO VS -2 VS -1 VS -1 VP -1 VP -1 VP -1 VP -1 VP -1 VP -1 VS -2 VS -2 VP -2 VP -1 VS -2 VS -1 VS -1 VS -1 VS -1 VP -3 VP -1 VS -1 VS -1 VS-1 VP -2 VP -2 VS -2 VS -2 VP -1 5 5 1 Ø 3/8″ 1 Ø 3/8″ 1 Ø 1/2″ 1 Ø 3/8″ 1 Ø 3/8″ 5 1 Ø 3/8″ 5 1 Ø 1/2″ 1 Ø 1/2″ 1 Ø 1/2″ 5 5 1 Ø 3/8″ 1 Ø 3/8″ 1 Ø 1/2″ 1 Ø 3/8″ 1 Ø 3/8″ (0.25 x 0.30 ) VP -1 (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.55 ) (0.25 x 0.55 ) (0.25 x 0.55 ) (0.25 x 0.55 ) VP -2 (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.35 ) VP -3 (0.25 x 0.35 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) (0.25 x 0.30 ) 5 5 5 5 5 5 5 5 5 5 5 5 E D C B A F E D C B A G F 5 5 1 2 3 1 2’ 3 5 5 5 5 5 5 5 I H G I H C5 5 5 5 5 5 5 5 C3 C-3 5 5 6Ø5/8″ 2Ø1/2″ TIPO 2 0.25 x 0.40 4Ø1/2″+2Ø3/8″ 6 Ø 5/8″ + 2Ø1/2″ IGUAL 1@ .05, 4@ .10, 3@ .15 Rto. @ .20C/EXTREMO TIPO 3 Ø 3/8″ 1 Ø 3/8″ 1 Ø 3/8″ CC-3 N.P.T. +/ – 0.00 CC-2 5 d1/2″@0.20 CORTE DE ZAPATA EN COLUMNA d1/2″@0.20 ESCALA : 1/25 DEACUERDO A DET. DE ZAPATA