Housing – DWG Section for AutoCAD

One family housing – Complete planes – Plants – Sections – Details

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

oaxaca de juarez oax., ran, ban, to network, general, rap, a cordon dune, bap, lav, reg, tarja, laundry, isometric sanitary, heater, saf, sac, rush, goes up, water tank, basin, jugs, air , hydraulic isometric, water tank, mezzanine slab, living room, kitchen, dining room, garage, corridor, bedroom, bathroom, vest., arq. low, arq. high, up, down, balcony, west facade, x-x ‘court, court y-y’, garden, lic. dro :, project, dimensions:, the indicated, scale:, expert :, owner:, location :, meters, date:, specifications, location, symbology, hot water line, cold water line, pvc, fan pipe, log black water, stormwater runoff, copper pipe, pvc pipe, seals, land surface, built surface, surface to be built, total of sup. built, total surface discovered, sup. commercial or serv. a const., table of areas, more sup. to build, without scale, a-a ‘section, black water drop, green areas, house – room, east façade, structural roof, foundation plant, mezzanine structure, service yard, assembly plant, dome, comes from, rio coatzacoalcos, rio panuco, calle furnaces or el sabino, rio bravo, rainwater log, wall of enrace, zapata corrida, template, senses, chain of, exhaustion, level of terrain, column c

Raw text data extracted from CAD file:

9.00 4.98 3.93 20.00 20.00 20.00 9.00 1.35 4.03 3.63 0.68 4.60 2.58 1.05 0.68 0.68 3.93 2.12 2.85 3.85 5.38 5.81 2.12 2.85 3.85 1.05 1.25 3.08 5.81 2.12 1.35 1.50 2.50 1.35 1.05 1.25 1.93 1.73 5.23 4.97 3.85 0.58 5.23 3.63 0.68 0.68 3.93 2.58 1.05 0.68 0.68 3.93 0.05 0.05 0.05 0.05 9.00 0.05 0.05 0.05 0.05 0.05 9.00 0.05 0.22 0.45 0.68 0.10 2.60 0.10 2.60 0.68 20.00 9.00 0.05 0.05 2.58 1.05 0.68 0.68 3.93 2.20 0.10 2.60 0.10 1.08 1.86 0.34 8.58 0.68 0.10 2.60 0.10 2.60 0.68 6.76 20.00 2.30 3.08 3.85 0.58 5.23 2.12 1.35 1.50 0.68 0.10 2.60 0.10 2.60 0.68 8.58 0.10 0.20 1.52 0.10 0.20 9.00 0.05 0.05 3.63 5.28 0.38 0.30 0.10 1.70 1.00 2.77 6.25 1.82 6.25 8.07 E X P R E S I O N A R Q U I T E C T O N I C A Tel. (01 951) 5-11-13-79 y 044 951 126 61 15 OAXACA DE JUAREZ. OAX. 1.28 7.94 1.28 9.00 0.05 0.05 3.63 0.68 4.60 9.00 20.00 0.05 0.05 0.05 0.05 20.00 3.63 0.68 4.60 2.58 1.05 0.68 0.68 3.93 2.12 2.85 3.85 5.38 5.81 2.12 2.85 3.85 1.05 1.25 3.08 5.81 9.00 20.00 0.05 0.05 0.05 0.05 20.00 3.63 0.68 4.60 2.58 1.05 0.68 0.68 3.93 2.12 2.85 3.85 5.38 5.81 2.12 2.85 3.85 1.05 1.25 3.08 5.81 20.00 20.00 9.00 1.35 4.03 0.05 0.05 9.00 0.05 0.05 2.12 1.35 1.50 2.50 1.35 1.05 1.25 1.93 1.73 5.23 4.97 3.85 0.58 5.23 3.63 0.68 0.68 3.93 2.58 1.05 0.68 0.68 3.93 4.98 3.93 0.05 9.00 0.05 4.98 3.93 0.05 9.00 0.05 RAN BAN PVC d 4″ PVC d 2″ TV PVC d 2″ BAN PVC d 4″ PVC d 4″ PEND. 2% PVC d 4″ PEND. 2% PVC d 4″ PEND. 2% PVC d 4″ PEND. 2% A RED GENERAL PVC d 2″ RAP A CORDON CUNETA BAP PVC d 4″ RAN RAN RAP PVC d 4″ PEND. 2% PVC d 4″ PEND. 2% LAV WC REG REG WC LAV LAV WC TARJA LAVADERO PVC d 4″ PEND. 2% PVC d 4″ PEND. 2% TV TV PVC d 4″ PEND. 2% ISOMETRICO SANITARIO CALENTADOR 40 LTS. SAF SAC ACOMETIDA SUBE A TINACO CU d 1/2″ CU d 1″ TINACO CAP. 1,100 LTS. CU d 1/2″ CU d 1″ CU d 1″ CU d 3/4″ CU d 3/4″ CU d 1″ CU d 1″ LAVADERO TARJA WC LAVABO LAV WC REG REG WC LAV CU d 1″ CU d 1/2″ CU d 1/2″ JARROS DE AIRE ISOMETRICO HIDRAULICO 4.97 3.85 0.58 5.23 20.00 3.63 1.35 3.93 2.58 2.40 3.93 9.00 2.30 3.08 0.05 0.05 9.00 0.05 0.05 20.00 9.00 9.00 20.00 27.00 12.00 10.50 CAP. 1,100 LTS. tinaco 0.40 0.18 0.10 0.15 0.05 0.60 0.15 0.20 VARIABLE MINIMO 0.80 M. 0.15 0.05 1.00 0.15 0.20 VARIABLE MINIMO 0.80 M. 0.15 0.05 1.20 0.15 0.20 0.15 0.05 1.00 0.15 0.20 VARIABLE MINIMO 0.80 M. 0.15 0.05 1.20 0.15 0.20 VARIABLE MINIMO 0.80 M. VARIABLE MINIMO 0.80 M. 0.20 0.15 0.30 0.15 0.30 0.15 0.30 0.15 0.30 0.30 0.30 0.30 0.40 0.20 d 3/8″ @ 15-30 d 3/8″ @ 15-30 d 3/8″ @ 15-30 d 3/8″ @ 15-30 d 3/8″ @ 15-30 0.20 0.15 VARIABLE MIN. 0.75 0.15 0.05 1.50 0.55 0.05 0.30 0.05 0.55 1.50 losa de entrepiso NPT 0.17 NPT ±0.00 NPT + 0.68 NPT + 0.68 NPT + 0.68 NPT 0.60 NPT 0.51 NPT 0.34 NPT 0.51 NPT + 0.68 NPT + 3.38 SALA NPT + 0.68 COCINA COMEDOR COCHERA NPT ±0.00 CORREDOR NPT + 0.68 RECAMARA NPT + 3.38 RECAMARA NPT + 3.38 RECAMARA NPT + 3.38 RECAMARA NPT + 3.58 BAÑO VEST. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ARQ. BAJA PLANTA ARQ. ALTA ESC. 1:100 ESC. 1:100 SUBE 1/2 BAÑO BAJA 5 5 NPT + 3.38 balcon 5 5 5 5 5 5 5 5 5 5 5 5 FACHADA PONIENTE ESC. 1:100 CORREDOR NPT + 0.68 COCHERA NPT ±0.00 5 5 5 5 5 5 5 5 A B C D E F A B C D E F A B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 5 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 5 5 5 5 5 5 5 5 A B C D E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT + 3.38 RECAMARA SALA NPT + 0.68 NPT +0.34 1/2 BAÑO NPT +0.34 CORTE X-X’ ESC. 1:100 X Y’ Y X’ X X’ NPT + 3.38 RECAMARA NPT + 3.38 RECAMARA NPT + 3.58 BAÑO NPT + 0.68 NPT + 0.68 COCINA COMEDOR CORREDOR NPT + 0.68 1/2 BAÑO NPT +0.34 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 3′ 3′ 5 5 5 5 5 5 5 5 5 5 CORTE Y-Y’ ESC. 1:100 Y’ Y 5′ 5 5 5 5 5 JARDIN A B C D E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LIC. D.R.O.: PROYECTO OCTUBRE 2008 COTAS : LA INDICADA ESCALA: PERITO: PROPIETARIO : UBICACION: METROS FECHA : 1/1 ESPECIFICACIONES LOCALIZACION SIMBOLOGIA LINEA DE AGUA CALIENTE LINEA DE AGUA FRIA TV RAN BAP CU PVC TUBO VENTILADOR REGISTRO DE AGUAS NEGRAS BAJADA DE AGUAS PLUVIALES TUBERIA DE COBRE TUBERIA DE PVC SELLOS SUPERFICIE DEL TERRENO SUPERFICIE CONSTRUIDA SUPERFICIE A CONSTRUIR TOTAL DE SUP. CONSTRUIDA SUPERFICIE TOTAL DESCUBIERTA SUP. COMERCIAL O DE SERV. A CONST. CUADRO DE AREAS MAS SUP. A CONSTRUIR 180.OO M2 0.00 M2 101.85 M2 101.85 M2 68.14 M2 0.00 M2 SIN ESCALA SECCION A-A’ 1.28 7.94 1.28 BAN BAJADA DE AGUAS NEGRAS AREAS VERDES 11.38 M2 CASA – HABITACION * TODA LA CIMENTACION SE DESPLANTARA SOBRE TERRENO FIRME LIBRE DE MATERIAL ORGANICO * LAS EXCAVACIONES ESTARAN PREVIAMENTE COMPACTADAS Y NIVELADAS * SE USARA UNA PLANTILLA DE CONCRETO SIMPLE F’C=100 kg/cm2 DE 5cms. DE ESPESOR * LA CIMENTACION SERA A BASE DE ZAPATAS CORRIDAS * EN MUROS DE ENRACE SE UTILIZARÁ TABICON DE CEMENTO, JUNTEADO CON MEZCLA DE CEM-ARENA PROP.1:6 * LOS MUROS SERAN DE TABIQUE ROJO RECOCIDO NORMAL JUNTEADO CON MORTERO C.C.A PROP. 1:3:5 * EL ESPESOR DE LA LOSA SERÁ DE 10.00 cms ARMADA CON VARILLAS d 3/8″ * EL RECUBRIMIENTO EN CASTILLOS Y CADENAS SERA DE 2 cms * EL CONCRETO EN TODOS LOS ELEMENTOS ESTRUCTURALES DEBERA TENER UN F’C DE 200kg/cm2 * EL ACERO DE REFUERZO EN LOS ELEMENTOS ESTRUCTURALES DEBERÁ TENER UN F’Y= 4200kg/cm2 * EN EL ARMADO DE LOSAS LOS BASTONES SE CORTARAN A UN CUARTO DEL CLARO Y LAS BAYONETAS SE DOBLARAN A 1/5 DEL CLARO 5 5 5 5 5 5 A B C D E F FACHADA ORIENTE ESC. 1:100 5 5 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 E F 5 1 2 3 4 5 6 7 8 9 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 A B C D E F 5 1 2 3 4 5 6 7 8 9 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 ESTRUCTURAL DE AZOTEA ESC. 1:100 5 5 5 5 5 5 5 A B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 3′ 5′ 5 5 PLANTA DE CIMENTACION 5 5 5 A B C D E F 5 5 ESTRUCTURAL DE ENTREPISO 5 5 5 A B C D E F ESC. 1:100 ESC. 1:100 K-1 K K K-1 K-1 K-1 K-1 K-1 K-1 K K-1 K-1 K-1 K K-1 K K K K K-1 K K K K K K K CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 K CC-1 K-1 K K K-1 K-1 K-1 K-1 K-1 K K-1 K-1 K-1 K-1 K-2 K-1 K K CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 K K K K K T-1 T-1 T-1 T-1 T-1 T-1 T-1 C-1 C C C-1 C-1 K K K K K K K K K C-1 C-1 K K K-1 K K K-1 K-1 K-1 K K-1 K-1 K K-1 K-1 K-1 K-1 K-2 K-1 K K CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 K K K CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 C-1 C C C-1 C-1 K K K K K K K K K C-1 C-1 K CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 K K CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 K K ZA-1 ZA-1 RAN RAN RAN PATIO DE SERV. NPT 0.60 BAN PVC d 4″ BAN PVC d 4″ TV PVC d 2″ BAN PVC d 4″ TV PVC d 2″ BAN PVC d 4″ PVC d 4″ PEND. 2% PVC d 4″ PEND. 2% PVC d 4″ PEND. 2% PVC d 4″ PEND. 2% A RED GENERAL TV PVC d 2″ TV PVC d 2″ 2′ 2′ 2′ 2′ 2′ 2′ RAP RAP A CORDON CUNETA BAP PVC d 4″ BAP PVC d 4″ PVC d 4″ PEND. 2% PVC d 4″ PEND. 2% PVC d 4″ PEND. 2% CALENTADOR 40 LTS. SAF SAC SAF SAC ACOMETIDA SUBE A TINACO CU d 1″ CU d 1″ CU d 3/4″ CU d 3/4″ CU d 1″ CU d 1″ 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA DE CONJUNTO ESC. 1:100 5 5 5 5 5 5 5 A B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 3′ NPT 0.51 JARDIN TV PVC d 2″ TV PVC d 2″ TV PVC d 2″ DOMO BAP PVC d 4″ PEND. 2% PEND. 2% VIENE DE ACOMETIDA CU d 1/2″ CU d 1″ TINACO CAP. 1,100 LTS. CALENTADOR CAP. 40 LTS. CU d 1/2″ 20.00 9.00 9.00 20.00 27.00 12.00 10.50 A’ A RIO COATZACOALCOS RIO PANUCO CALLE HORNOS O EL SABINO RIO BRAVO PEND. 2% PEND. 2% PEND. 2% PEND. 2% 2MSNA TV RAP REGISTRO DE AGUAS PLUVIALES T-1 2 VAR. 1/2″ 2 VAR. 1/2″ 0.40 0.18 0.10 EST. 3/8″ @8, Y @ 15 EN AMBOS SENTIDOS 2 VAR. 1/2″ + 1 VAR 3/8″ 0.15 0.05 0.60 ZC-3 MURO DE ENRACE ZAPATA CORRIDA PLANTILLA VARILLA DE 3/8″ @ 20 CM. EN AMBOS SENTIDOS 0.15 CADENA DE 0.20 DESPLANTE CD-1 VARIABLE MINIMO 0.80 M. 0.15 0.05 1.00 ZC-1 MURO DE ENRACE ZAPATA CORRIDA PLANTILLA VARILLA DE 3/8″ @ 15 CM. 0.15 CADENA DE 0.20 DESPLANTE CD-1 VARIABLE MINIMO 0.80 M. NIVEL DE TERRENO ZC-3 ZC-3 ZC-3 ZC-3 ZC-3 ZC-3 VARILLA DE 3/8″ @ 20 CM. 0.15 0.05 1.20 ZC-1A MURO DE ENRACE ZAPATA CORRIDA PLANTILLA 0.15 CADENA DE 0.20 DESPLANTE CD-1 NIVEL DE TERRENO 0.15 0.05 1.00 ZC-2 MURO DE ENRACE ZAPATA CORRIDA PLANTILLA 0.15 CADENA DE 0.20 DESPLANTE CD-1 VARIABLE MINIMO 0.80 M. NIVEL DE TERRENO 0.15 0.05 1.20 ZC-2A MURO DE ENRACE ZAPATA CORRIDA PLANTILLA VARILLA DE 3/8″ @ 20 CM. EN AMBOS SENTIDOS 0.15 CADENA DE 0.20 DESPLANTE CD-1 VARIABLE MINIMO 0.80 M. VARILLA DE 3/8″ @ 15 CM. VARILLA DE 3/8″ @ 20 CM. VARILLA DE 3/8″ @ 15 CM. VARILLA DE 3/8″ @ 20 CM. VARIABLE MINIMO 0.80 M. ZC-1 ZC-1 ZC-1 ZC-1 ZC-1 ZC-1 ZC-1A ZC-1A ZC-1 ZC-1 ZC-1A ZC-1A ZC-1A ZC-1A ZC-2 ZC-2 ZC-2A ZC-2 ZC-2 ZC-2 ZC-2 0.20 4 VAR. 3/8″, EST. 1/4 @ 20 CM. 0.15 K CD-1 CD-1 CD-1 0.30 6 VAR. 3/8″, EST. 1/4 @ 15 CM. 0.15 K-1 K K K 0.30 6 VAR. 1/2″, EST. 1/4 @ 15 CM. 0.15 K-2 0.30 4 VAR. 3/8″, EST. 1/4 @ 20 CM. 0.15 CC-1 0.30 8 VAR. 1/2″, EST. 1/4″, 10 @ 10 EN LOS EXTREMOS Y @15 CM. EN EL CENTRO. 0.30 C 0.30 8 VAR. 3/8″, EST. 1/4″, @15 CM. 0.30 C-1 EST. 3/8″ @ 8 Y @ 15 EN AMBOS SENTIDOS 2 VAR. 1/2″ 2 VAR. 3/8″ 2 VAR. 1/2″ 0.40 0.20 d 3/8″ @ 17-20 d 3/8″ @ 17-20 d 3/8″ @ 17-20 d 3/8″ @ 17-20 d 3/8″ @ 17-20 d 3/8″ @ 17-20 d 3/8″ @ 17-20 d 3/8″ @ 17-20 d 3/8″ @ 17-20 d 3/8″ @ 17-20 d 3/8″ @ 17-20 d 3/8″ @ 17-20 d 3/8″ @ 17-20 d 3/8″ @ 17-20 d 3/8″ @ 17-20 d 3/8″ @ 17-20 d 3/8″ @ 17-20 d 3/8″ @ 17-20 d 3/8″ @ 17-20 d 3/8″ @ 17-20 0.20 4 VAR. 3/8″, EST. 1/4 @ 20 CM. 0.15 CD-1 CT-1 VARIABLE MIN. 0.75 0.15 0.05 DADO 40 * 40 MISMO ARMADO QUE LA COLUMNA COLUMNA C 1.50 VAR. 3/8″ @ 15, EN AMBOS SENTIDOS 0.55 0.05 0.30 0.05 0.55 1.50 ZA-1 DOMO DOMO DOMO