Family House DWG Section for AutoCAD

Family House DWG Section for AutoCAD

Plants – Sections – Elevations – Installations – Two bedrooms – Build area 77.82 m2

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

project: water supply and sewerage, location cc. : dist. : prov. : Dept. :, design: joseph espinoza asto, teacher: ing. jesus ormachea c., plant first level, see alf wide high observations, windows, puer wide high observations, doors, box vain, plant – cut and elevation, family housing, design and designer:, plane:, location:, wanchaq, architecture, date:, district :, table of areas, property:, living room, bedroom, kitchen, terrace, dining room, ss.hh., facilities, sanitary and electrical installation, conductor tw embedded in floor and wall with pvc pipe, kwh, conductor tw embedded in floor with pvc pipe, bare copper grounding conductor, conductor tw embedded in floor or wall with pvc pipe, legend, conductor tw embedded in ceiling or wall with pvc pipe, switch, bell pushbutton, buzzer, exit for artifact with fluorescent lamp attached to the ceiling, exit for artifact in the ceiling or light center, leave :, cut a – a, cut b – b, lateral elevation, frontal elevation, general board, exit to the collector, med water idor, comes from the public network, sanitary tee, and simple, reduction, trap p, sink, terminal ventilation roof, direction of flow, registration threaded, register box, filling valve, water tap, check valve retention , universal union, tee with rise, gate valve, tee, drain pipe, cold water pipe, hot water pipe, symbol, water, drain, Siamese valve, detail of foundations, a – a, npt, b – b , foundation beam, other specifications of the rnc, technical specifications., wood: in tijerales serrated.de.de specified dimensions, minimum coatings:, footings, concrete, anchors, f’c, joints, shoe detail and typical column, f ‘and, steel, specified, girder size, column table, c – c, aa, lightweight slab, lightweight detail, foundations, typical shoe assembly, cc, aa, bb, cc, bb, bb, foundations and structure cture, structure and foundation, roof beams, cc, main beams, c axis, axis a, axis b, b- b, jhasmany olivera zurita

Raw text data extracted from CAD file:

A B 2.10 0.70 P-3 N \A1;3.10 \A1;1.90 \A1;2.80 \A1;2.55 \A1;4.00 \A1;2.40 \A1;2.80 \A1;1.70 \A1;2.80 \A1;2.13 \A1;3.28 \A1;2.20 \A1;12.10 \A1;3.60 \A1;3.70 \A1;7.30 \A1;2.40 \A1;2.40 \A1;1.70 \A1;2.80 \A1;2.13 \A1;3.28 \A1;2.20 \A1;12.10 \A1;3.60 \A1;3.70 \A1;7.30 \A1;3.70 \A1;2.20 FACULTAD: \fMonospac821 BT|b0|i0|c0|p49;\H0.6667x;INGENIERIA CIVIL PROYECTO: ABASTECIMIENTO DE AGUA Y ALCANTARILLADO UBICACIÓN CC. : DIST. : PROV. : DPTO. : DISEÑO: JOSEPH ESPINOZA ASTO ESC: 1 / 2000 FECHA: JUL-2004 PLANO: \H1.333x; \fVerdana|b0|i1|c0|p34;\H0.7502x; TOPOGRAFICO Y LOTIZACIÓN DOCENTE: ING. JESUS ORMACHEA C. G N E N I I C U S C O L C I E R I A I V V I A I R E I C L O C S U C I I N E N G \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.80 \A1;0.20 \A1;ESPECIFICADO \A1;0.20 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.20 \A1;1.00 \A1;1.00 \A1;0.10 \A1;0.15 \A1;0.20 \A1;0.20 \A1;2.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.15 \A1;0.05 \A1;7.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.20 \A1;7.30 \A1;1.00 \A1;1.00 \A1;.60 \A1;1.55 \A1;.70 \A1;1.55 \A1;.60 \A1;1.55 \A1;.70 \A1;1.70 \A1;2.80 \A1;2.13 \A1;3.28 \A1;2.20 \A1;4.93 \A1;3.28 \A1;2.20 \A1;5.48 \A1;6.63 \A1;0.60 \A1;3.70 \A1;1.10 \A1;0.90 \A1;0.75 \A1;0.60 \A1;0.75 \A1;3.60 \A1;0.60 \A1;0.75 \A1;0.90 \A1;0.75 \A1;0.30 \A1;0.20 \A1;3.28 \A1;2.20 \A1;4.93 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.75 \A1;0.90 \A1;1.10 \A1;6.63 \A1;0.75 \A1;0.90 \A1;0.75 \A1;0.60 \A1;5.48 \A1;0.75 \A1;0.60 \A1;1.10 \A1;3.60 \A1;3.70 \A1;0.20 \A1;0.30 \A1;1.10 \A1;3.70 \A1;1.10 \A1;1.70 \A1;4.93 \A1;2.20 \A1;3.28 \A1;0.20 \A1;0.30 \A1;3.60 \A1;1.10 \A1;0.30 \A1;0.20 \A1;1.00 \A1;2.30 \A1;0.30 \A1;3.60 \A1;3.70 \A1;0.40 \A1;6.63 \A1;5.48 \A1;12.10 \A1;1.70 \A1;3.28 \A1;2.20 \A1;12.10 \A1;2.80 \A1;2.13 \A1;7.30 \A1;1.70 \A1;2.80 \A1;2.13 \A1;3.28 \A1;2.20 \A1;4.93 \A1;3.28 \A1;2.20 \A1;7.30 \A1;1.70 \A1;2.80 \A1;2.13 \A1;3.28 \A1;2.20 \A1;4.93 \A1;3.28 \A1;2.20 \A1;0.60 \A1;0.75 \A1;0.60 \A1;0.75 \A1;0.90 \A1;0.75 \A1;0.60 \A1;0.75 \A1;0.60 \A1;0.75 \A1;0.90 \A1;0.75 \A1;0.90 \A1;0.75 \A1;0.90 \A1;0.75 \A1;0.10 \A1;2.30 \A1;2.60 \A1;0.20 \A1;2.60 PLANTA PRIMER NIVEL ESCALA 1:50 VEN ALF ANCHO ALTO OBSERVACIONES P-1 0.90 2.20 Contraplacada P-2 0.80 2.30 Contraplacada P-3 1.00 2.20 Contraplacada (vaiven en cocina) P-4 0.80 2.20 Contraplacada V-1 1.00 3.50 1.40 Madera con vidrio doble V-2 1.90 1.98 0.50 Madera con vidrio doble V-3 1.00 2.98 1.40 Madera con vidrio doble V-4 1.00 2.70 1.40 Madera con vidrio doble V-5 1.00 1.50 1.40 Madera con vidrio doble V-6 1.00 3.07 1.40 Madera con vidrio doble V-7 1.00 2.60 1.40 Madera con vidrio doble VENTANAS PUER ANCHO ALTO OBSERVACIONES PUERTAS CUADRO DE VANOS PLANTA - CORTE y ELEVACION VIVIENDA FAMILIAR DISEÑO Y PROYECTISTA : PLANO : UBICACION : WANCHAQ ARQUITECTURA A-1 FECHA : MARZO. 2005 ESCALA 1:50 DISTRITO: CUADRO DE AREAS PROPIEDAD : V-1 3.50 1.40 1.00 V-2 1.90 1.98 0.50 1.00 1.40 2.98 V-3 V-4 2.70 1.40 1.00 V-6 3.07 1.40 1.00 1.00 1.40 2.60 V-7 1.00 1.40 1.50 V-5 0.80 2.30 P-2 P-4 2.20 0.80 0.90 2.20 P-1 0.80 2.30 P-2 P-1 2.20 0.90 1.00 2.20 P-3 SALA DORMITORIO COCINA TERRAZA COMEDOR DORMITORIO SS.HH. 5 5 5 5 5 5 5 SS.HH. DORMITORIO TERRAZA COCINA DORMITORIO PROPIEDAD : DISTRITO: ESCALA 1:50 FECHA : I -1 INSTALACIONES WANCHAQ UBICACION : PLANO : DISEÑO Y PROYECTISTA : INSTALACION SANITARIA Y ELECTRICA SS.HH. SS.HH. DORMITORIO COCINA TERRAZA DORMITORIO SS.HH. Conductor TW embutido en piso y pared con tubería PVC Banco de 5 contadores de energía kWh Conductor TW embutido en piso con tubería PVC Conductor de puesta a tierra de cobre desnudo Conductor TW embutido en piso o pared con tubería PVC LEYENDA Conductor TW embutido en techo o pared con tubería PVC Interruptor Pulsador de timbre Timbre Salida para artefacto con lámpara fluorescente adosado al techo Salida para artefacto de pared (braquet) Salida para artefacto en el techo o centro de luz S kWh TG1 PVC 15mm O L - 2x2.5mm TW 2 CIRC. TOMACORRIENTES CON: PVC 15mm O L - 2x2.5mm TW 2 CIRC. DE ALUMBRADO CON: SALEN: C1T C2T 5 4 3 2 1 6 A B C 5 5 5 5 5 5 5 5 5 5 SS.HH. SALA 5 VIGAS DE 0.20 X 0.30 LOZA TRADICIONAL DE 0.15 SS.HH. DORMITORIO DORMITORIO CORTE A - A ESCALA 1:50 ESCALA 1:50 CORTE B - B ELEVACION LATERAL ESCALA 1:50 ESCALA 1:50 ELEVACION FRONTAL 5 5 5 5 5 5 5 5 5 C B A 6 1 2 3 4 5 SS.HH. AREA = 5.02 M2 DORMITORIO AREA= 14.62 M2 TERRAZA AREA = 8.14 M2 COCINA AREA = 9.165 M2 DORMITORIO AREA = 18.02 M2 SALA AREA = 18.20 M2 ESCALA 1:50 PLANTA PRIMER NIVEL AREA CONSTRUIDA= 77.82 M2 AREA TERRENO = 92.25 M2 PERIMETRO = 39.60 ML 5 5 PERIMETRO = 39.60 ML AREA TERRENO = 92.25 M2 AREA CONSTRUIDA= 77.82 M2 C-1 C-2 C1 ILUMINACION PVC-3/4" O SEL 2 N°14 TW - Awg C2 TOMACORRIENTE 2x15A 2x15A 2N°10 Tw-Awg 2 x 30A 2x30A TABLERO GENERAL S S S S S S C1A C2A TG Sy PVC-3/4" O SEL 2 N°14 TW - Awg kWh 3" 2" 2" 4" 3" RR-4" CAJA Cº 040m. X 0.20m. C.T. 1.00 m. C.F. 0.55 m. SALE AL COLECTOR MEDIDOR DE AGUA M VIENE DE LA RED PUBLICA TEE SANITARIA Y SIMPLE REDUCCION TRAMPA P SUMIDERO TERMINAL VENTILACION TECHO SENTIDO DE FLUJO REGISTRO ROSCADO CAJA DE REGISTRO VALVULA DE LLENADO GRIFO DE RIEGO VALVULA DE RETENCION CHECK CODO DE 90° SUBE UNION UNIVERSAL TEE CON SUBIDA CODO DE 90° BAJA VALVULA DE COMPUERTA CODO DE 90° TEE CODO DE 90° CODO DE 45° TUBERIA DE DESAGUE MEDIDOR DE AGUA TUBERIA DE AGUA FRIA TUBERIA DE AGUA CALIENTE SIMBOLO LEYENDA SIMBOLO AGUA DESAGUE VALVULA SIAMESA SOLADO DE CONCRETO 1:12 Falso Piso de e= 6 cm. Piso terminado de 4 cm. DETALLE DE CIMENTACIONES 0.20 0.30 \A1;0.40 A - A \A1;0.50 NPT 0.25 \A1;0.40 B - B 0.20 0.30 NPT 0.25 Falso Piso de e= 6cm. Piso terminado de 4 cm. \A1;0.50 VIGA CIMENTACION 0.20 0.60 0.30 0.40 ZAPATAS : 175 kg/cm2 ESCALERAS : 210 kg/cm2 LOSA ALIGERADA : 210 kg/cm2 VIGAS : 210 kg/cm2 COLUMNAS : 210 kg/cm2 OTRAS ESPECIFICACIONES DEL R.N.C. SOBRECIM. CORRIDOS : C° CICLOPEO; cemento : hormigón 1: 8 + 25% Cascote P.M. CIMIENTOS CORRIDOS : C° CICLOPEO; cemento : hormigón 1:10 + 30% Cascote P.G ESPECIFICACIONES TECNICAS. Columnas y Vigas 4.0 cm. MADERA : En Tijerales Aserrada.de dimenciones Especificadas MUROS : LADRILLO i/o BLOQUETA RECUBRIMIENTOS MINIMOS : 0.30 0.60 SOLADOS C:H 1:12 Zapatas CONCRETO ANCLAJES f'c 0.40 d 5/8" d 1/2" d 3/8" EMPALMES d 1/2" d 5/8" d 3/8" 7.5 cm. DETALLE DE ZAPATA Y COLUMNA TIPICA ESC. 1:25 Falso Piso de e= 6 cm. Piso terminado de 4 cm. 4200 kg/cm2 0.30 A-60 SOLADO f'c= 1:12 Solado e= 4" 0.30 FALSOPISO C:H 1:8 f ' y ACERO 0.30 0.30 0.80 0.20 ESPECIFICADO 0.20 0.40 0.10 VIGA CIMEN NPT+0.10 0.10 VIGA CIMEN d 3/8" 6@0.10 1@0.05 R@0.20 4@0.10 d1/4" 4 d1/2" 0.30 0.20 1.00 7 d 1/2" @ 0.18 \A1;0.25 0.20X0.20 CUADRO DE COLUMNAS 1.00X1.00 C-1 Z-1 4d1/2" 7 d 1/2" @ 0.18 ESC. 1:25 1.00 \A1;0.50 0.40 C - C Z-1 Y C-1 7 d 1/2" @ 0.18 \A1;0.50 NPT \A1;.40 0.10 NPT 0.15 \A1;0.50 A-A 0.20 0.20 2.30 d1/4": R@0.20 1@0.05 4@0.10 A d 1/4" 4 d 1/2" A R@0.20 4@0.10 1@0.05 LOSA ALIGERADA ESC= 1/50 ESC. 1:25 Astm d 1/2" @ 0.25 0.10 DETALLE DE ALIGERADO 0.30 0.10 0.10 0.30 0.15 0.05 CIMENTACIONES ESCALA 1:50 5 4 3 2 1 6 A B C 5 VIGA DE CIMENTACION 0.20 X 0.30 VIGA DE CIMENTACION 0.20 X 0.30 VIGA DE CIMENTACION 0.20 X 0.30 VIGA DE CIMENTACION 0.20 X 0.30 VIGA DE CIMENTACION 0.20 X 0.30 VIGA DE CIMENTACION 0.20 X 0.30 7 d 1/2" @ 0.18 7 d 1/2" @ 0.18 Z-1 C-1 5 5 7 d 1/2" @ 0.18 7 d 1/2" @ 0.18 Z-1 C-1 5 5 7 d 1/2" @ 0.18 7 d 1/2" @ 0.18 Z-1 C-1 5 5 7 d 1/2" @ 0.18 7 d 1/2" @ 0.18 Z-1 C-1 5 5 7 d 1/2" @ 0.18 7 d 1/2" @ 0.18 Z-1 C-1 5 5 7 d 1/2" @ 0.18 7 d 1/2" @ 0.18 Z-1 C-1 5 5 7 d 1/2" @ 0.18 7 d 1/2" @ 0.18 Z-1 C-1 5 5 7 d 1/2" @ 0.18 7 d 1/2" @ 0.18 Z-1 C-1 5 5 7 d 1/2" @ 0.18 7 d 1/2" @ 0.18 Z-1 C-1 5 5 7 d 1/2" @ 0.18 7 d 1/2" @ 0.18 Z-1 C-1 5 5 7 d 1/2" @ 0.18 7 d 1/2" @ 0.18 Z-1 C-1 5 5 0.20 ARMADO DE ZAPATA TIPICA N.P.T. = 0.10 VIGA DE CIMENTACION 0.20 X 0.30 VIGA DE CIMENTACION 0.20 X 0.30 VIGA DE CIMENTACION 0.20 X 0.30 VIGA DE CIMENTACION 0.20 X 0.30 VIGA DE CIMENTACION 0.20 X 0.30 C C C C A A A A A A B B B B C C A A C C B B B B B B B B B B A A A A A A d1/4": CIMENTACION Y ESTRUCTURA DISEÑO Y PROYECTISTA : PLANO : UBICACION : WANCHAQ ESTRUCTURA Y CIMENTACION E-1 FECHA : DISTRITO: PROPIEDAD : 5 4 3 2 1 6 A B C 5 5 5 Z-1 C-1 7 d 1/2" @ 0.18 7 d 1/2" @ 0.18 VIGA DE CIMENTACION 0.20 X 0.30 VP 0.20 X 0.30 VP 0.20 X 0.30 VP 0.20 X 0.30 VP 0.20 X 0.30 VP 0.20 X 0.30 VP 0.20 X 0.30 VP 0.20 X 0.30 VP 0.20 X 0.30 V P 0.20 X 0.30 V P 0.20 X 0.30 V P 0.20 X 0.30 V P 0.20 X 0.30 V P 0.20 X 0.30 V P 0.20 X 0.30 A - 1 1 d 3/8" 5 1 d 3/8" 5 1 d 1/2" 5 1 d 3/8" V P 0.20 X 0.30 5 1 d 3/8" 5 1 d 3/8" 1 d 1/2" 5 1 d 3/8" 1 d 3/8" 5 5 5 5 5 5 5 5 5 5 5 5 4.93 Rto. @ 0.20 5 @ 0.10 d 1/4": d 1@0.05 VIGAS DE TECHO 1 2 d 1/2" 2 d 1/2" ESC.1:25 d 1/4": d 1@0.05 Rto. @ 0.20 5 @ 0.10 Rto. @ 0.20 5 @ 0.10 d 1/4": d 1@0.05 2.20 3.28 Rto. @ 0.20 5 @ 0.10 d 1/4": d 1@0.05 2 C C 3 d 1/4": d 1@0.05 Rto. @ 0.20 4 5 @ 0.10 C- C 4 d 1/2" 0.20 0.30 4 d 1/2" + 1 d3/8'' 0.20 A - A 5 @ 0.10 C 0.30 2 d 1/2"+1d 3/8'' 2 d 1/2" A A 5 @ 0.10 Rto. @ 0.20 2 d 1/2" 2 d 1/2" 5 @ 0.10 B Rto. @ 0.20 2 d 1/2" 0.75 d 1/4": d 1@0.05 0.90 0.75 0.60 d 1/4": d 1@0.05 3.60 0.75 0.60 d 1/4": d 1@0.05 Rto. @ 0.20 2 d 1/2"+1d 3/8'' ESC= 1/50 5 @ 0.10 d 1/4": d 1@0.05 0.75 A Rto. @ 0.20 0.90 EJE 4 Y EJE 6 2@ 0.10 d 1/4": d 1@0.05 Rto. @ 0.15 VIGAS PRINCIPALES 1.10 3.70 6.63 1.10 Rto. @ 0.15 d 1/4": d 1@0.05 2@ 0.10 EJE C 0.90 Rto. @ 0.20 1 0.75 d 1/4": d 1@0.05 5 @ 0.10 2 d 1/2"+1d 3/8'' 2 d 1/2"+1d 3/8'' Rto. @ 0.20 d 1/4": d 1@0.05 0.60 0.75 5.48 d 1/4": d 1@0.05 0.60 0.75 0.90 d 1/4": d 1@0.05 0.75 2 d 1/2" Rto. @ 0.20 4 5 @ 0.10 2 d 1/2" Rto. @ 0.20 5 @ 0.10 A 2 d 1/2"+1d 3/8'' A 2 d 1/2"+1d 3/8'' 0.30 6 5 @ 0.10 A - A 0.20 4 d 1/2" + 1 d3/8'' EJE A 2@ 0.10 d 1/4": d 1@0.05 Rto. @ 0.15 1.10 5 5 2 d 1/2"+1d 3/8'' 2 d 1/2"+1d 3/8'' 3.70 1.10 Rto. @ 0.15 d 1/4": d 1@0.05 2@ 0.10 EJE 2 Y EJE 5 Rto. @ 0.20 A d 1/4": d 1@0.05 5 @ 0.10 d 1/4": d 1@0.05 2 d 1/2" Rto. @ 0.20 B 5 @ 0.10 2 d 1/2" 0.30 A - A 0.20 4 d 1/2" 1.70 1.10 Rto. @ 0.15 d 1/4": d 1@0.05 2@ 0.10 EJE B Rto. @ 0.20 1 d 1/4": d 1@0.05 5 @ 0.10 d 1/4": d 1@0.05 Rto. @ 0.20 5 @ 0.10 0.30 0.20 4 d 1/2" B- B 5 @ 0.10 6 Rto. @ 0.20 d 1/4": d 1@0.05 5 B B 4 d 1/4": d 1@0.05 5 @ 0.10 Rto. @ 0.20 3.28 2.20 d 1/4": d 1@0.05 5 @ 0.10 Rto. @ 0.20 5 @ 0.10 Rto. @ 0.20 d 1/4": d 1@0.05 ESC.1:25 2 VIGAS DE TECHO d 1/4": d 1@0.05 5 @ 0.10 Rto. @ 0.20 4.93 4 d 1/2" 0.20 A - A 0.30 2 d 1/2" 5 @ 0.10 C Rto. @ 0.20 2 d 1/2" d 1/4": d 1@0.05 5 @ 0.10 d 1/4": d 1@0.05 B Rto. @ 0.20 EJE 1 2@ 0.10 d 1/4": d 1@0.05 Rto. @ 0.15 1.10 3.60 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4" 4" 4" 4" 4" 4" 4" 3" 3/4 " 3/4 " 3/4 " 3/4 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " JHASMANY OLIVERA ZURITA JHASMANY OLIVERA ZURITA ESCALA 1:50 MARZO. 2005 FECHA : DISEÑO Y PROYECTISTA : FECHA : MARZO. 2005 JHASMANY OLIVERA ZURITA FECHA : ESCALA 1:50 VIVIENDA FAMILIAR VIVIENDA FAMILIAR 5 C B A 5 5 5 5 5 5 5 5 6 1 2 3 4 5 5 C B A 5 5 5 5 5 5 5 5 6 1 2 3 4 5 0.75 0.90 0.75 0.60 2 d 1/2"+1d 3/8'' 2 d 1/2"+1d 3/8'' 0.75 0.60 0.75 0.90 0.75 0.60 0.75 0.60 2 d 1/2"+1d 3/8'' 2 d 1/2"+1d 3/8'' 0.90 0.75 0.75 2 d 1/2"+1d 3/8'' 2 d 1/2"+1d 3/8'' 0.90 2 d 1/2"+1d 3/8'' 2 d 1/2"+1d 3/8'' 2 d 1/2"+1d 3/8'' 2 d 1/2"+1d 3/8'' 2 d 1/2"+1d 3/8'' 2 d 1/2"+1d 3/8'' 2 d 1/2"+1d 3/8'' 2 d 1/2"+1d 3/8'' 2 d 1/2"+1d 3/8'' 2 d 1/2"+1d 3/8'' 2 d 1/2"+1d 3/8'' 2 d 1/2"+1d 3/8'' 5 5 5 5 5 N.P.T. = 0.10 N.P.T. = 0.10 N.P.T. = 0.10 N.P.T. = 0.10 N.P.T. = 0.10 N.P.T. = 0.10 N.P.T. = 0.10

Language	Spanish
Drawing Type	Section
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, area, aufenthalt, autocad, bedrooms, build, casa, chalet, dwelling unit, DWG, elevations, Family, haus, house, installations, logement, maison, plants, residên, residence, section, sections, unidade de moradia, villa, wohnung, wohnung einheit