Project Single Family Home -Structure DWG Full Project for AutoCAD

Structural Planes to construction of single housing at district

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

housing association, housing in fifth, a r q u i t e c t o, fernando melendez cardenas, revised:, f. m. m. c., acad:, date:, scale:, sheet:, r. r. c. q., professional:, specialty:, work:, owner:, architecture: distribution first level, lav., hydropneumatic, tank, bar, fireplace, pump, jacuzzi, master, bedroom, cl., closet, walking, bathroom, room , ceiling projection, projection, vacuum, corridor, hall, terrace, dining room, newspaper, cupboard, deposit, entrance, kitchen, patio, access, cistern, projection. roof, laundry, sec., service, service, bathroom, receipt, first level, specified, marble – tan, foundation, stairs, pens in the layers, foundation plant, mezzanine, lateral, limit of displacement, maximum displacement, relative of, last level, maximum of displacement, seismic parameters, table of columns and plates, detail of development of columns, additional, nfp, in table of columns, see distribution of stirrups, sobrecimiento, foundation, mezzanine, beam of, in a same section, last level, beam of, and anchoring in coursed foundations, cut aa, cut bb, cut cc, det. Inspection duct, typical cistern, detail of the wall, tank lid, rod ref. lower ref top, detail of splices overlap in slabs and beams, splices must alternately do, at most should overlap, cantilever, det. typical of the lightened, beam, column beam, see table of columns, anchor detail, anchor new columns in, existing columns, existing column, lower floor, existing beam, new column, column anchor, in new beam, stirrups, covering, longitudinal bars, stirrup, longitudinal bar, internal radius, bending, details of standard hooks, min., in details of beams, see dist. of abutments, column, beam, details of beam meeting with column, summary of foundation conditions, design parameters of the foundation, type of foundation: footings and foundations run., Foundation support layer: gravel sand silt., – aggressiveness of the soil to the foundation: negligible., should not be based on peat, organic soil, topsoil, waste or, additional recommendations: sanitary landfill, anchoring, traction, in the same section or in areas of maximum effort., – the non-portable masonry will be constructed using tubular bricks, – the shaded walls indicate supporting walls and should be constructed, – in the areas of the knots where reinforcements of beams concur, and columns should reduce the useful width of the beams and with, compression, indicated in plants., on loads .-, observations, diameter, saving the one of the columns., overlaps, specifications s techniques, steel, concrete in general .-, corrugated rods, minimum coatings .-, capacity of the ground .-, slabs and flat beams, masonry .-, tubular masonry, solid masonry, footings, permanent loads .-, finished floor and ceiling, beams and columns, separation, cut dd, nfp., ladder

Raw text data extracted from CAD file:

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FERNANDO MELENDEZ CARDENAS C.A.P. 3 6 4 6 VIVIENDA EN QUINTA C. A. P. 3 6 4 6 A R Q U I T E C T O FERNANDO MELENDEZ CARDENAS REVISADO : F . M . M . C . A-19 Av. DEL PARQUE S/N, Lt. 1, Mz. A, Urb. PARCELA B (Antes ALAMEDA DE LA PLANICIE),Dist. de LA MOLINA ACAD : FECHA : ESCALA : LAMINA : R . R . C . Q . 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Hidroneumatico Tanque BAR chimenea BOMBA JACUZZI 0.70 V 1.60 0.90 1 2 3 4 5 6 7 8 3.00 V 1.80 0.45 PRINCIPAL DORMITORIO Cl. Cl. CLOSET WALKING Cl. 0.90 x 2.10 0.75 x 2.10 BAÑO 0.65 x 2.10 2.25 V 0.40 2.10 SALA 2.30 V 1.80 0.70 Proyeccion de Techo 2.40 x 2.50 1.60 V 1.60 0.90 Proyeccion de Techo 1.00 V 2.35 0.15 1.00 V 2.35 0.15 Proyeccion de Vacio 1.00 x 2.50 1.00 V 2.35 0.15 CORREDOR HALL Cl. N.P.T. + 0.15 TERRAZA 2.40 x 2.25 0.90 x 2.10 COMEDOR 1.40 V 1.80 0.45 0.90 x 2.10 2.40 x 2.25 1.50 V 0.75 1.05 DE DIARIO COMEDOR ALACENA 0.90 x 2.10 0.80 x 2.10 DEPOSITO N.P.T. + 0.00 INGRESO N.P.T. + 0.15 COCINA Proyeccion de Techo Proyeccion de Techo PATIO Acceso Cisterna Proyec. de Techo LAVANDERIA 0.80 x 2.10 0.40 2.05 V 2.10 SEC. 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TAN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.23") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 MARBLE - TAN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.23") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 MARBLE - TAN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.23") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 MARBLE - TAN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.23") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 MARBLE - TAN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.23") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 MARBLE - TAN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.23") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 5 5 1Ø1/2" 1Ø3/8" 1Ø3/8" 1Ø3/8" 5 5 1Ø3/8" 5 1Ø3/8" 1Ø1/2"+1Ø3/8" 1Ø3/8" 5 5 1Ø1/2" 1Ø1/2" 5 1Ø3/8" 5 1Ø3/8" 1Ø1/2" 1Ø1/2" 5 5 5 5 1Ø1/8" 1Ø1/2" 5 5 1Ø3/8" 1Ø1/2" 5 5 1Ø1/2" 1Ø1/2" 5 1Ø3/8" 1Ø1/2" 5 1Ø1/2" 5 5 1Ø1/2" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø1/2" 1Ø3/8" 1Ø3/8" LOSA MACIZA H=0.20 1Ø1/2" 1Ø1/2" 1Ø3/8" 1Ø1/2" 1Ø3/8" 1Ø3/8" 1Ø1/2" 1Ø3/8" 1Ø1/2" 1Ø1/2" 1Ø1/2" N.F.P. + 0.10 N.F.P. - 0.05 N.F.P. - 0.05 Cimentacion Escalera N.F.P. - 0.05 1.10 5 Cimentacion Escalera N.F.P. + 0.10 N.F.P. + 0.10 N.F.P. + 0.10 N.F.P. + 0.10 N.F.P. + 0.10 N.F.P. + 0.10 N.F.P. + 0.10 N.F.P. + 0.10 N.F.P. + 0.10 N.F.P. + 0.10 N.F.P. + 0.10 N.F.P. - 0.05 1.10 5 5 1Ø1/2" 5 5 5 5 5 5 5 5 5 5 5 5 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-3 C-2 C-4 C-4 C-5 C-7 C-7 C-7 C-7 C-7 C-7 C-6 C-8 C-8 C-8 C-9 C-10 C-10 C-10 C-11 C-12 C-13 C-14 C-15 N.F.P. - 0.05 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 VIGA 15x20 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-2 C-4 C-4 C-7 C-7 C-7 C-7 C-7 C-6 C-8 C-8 C-8 C-9 C-10 C-10 C-10 C-11 C-12 C-13 C-14 C-15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A 5 5 K L 5 5 5 5 5 A 5 1 2 3 4 5 6 7 8 9 B J L 2' 5' 8' B' C D E E' F G G' H H' I J 5 1 9 5 ESCALA DE PLOTEO 1/50 lapiceros en los layers 5 5 5 5 5 B J E' G H' 5 5 5 5 5 E F G' H I J 5 5 5 5 B' C D A A 5 5 5 5 5 5 2 3 4 5 6 7 8 5 5 2' 5' 8' 5 K L 5 1 C-7 1Ø3/8" 1Ø1/2" 1Ø3/8" 5 5 5 PLANTA CIMENTACION 5 5 5 5 5 B J E' G H' 5 5 5 5 5 E F G' H I J 5 5 5 5 B' C D A A 5 5 5 5 5 5 2 3 4 5 6 7 8 5 5 2' 5' 8' S/C=200KG/M2 ENCOFRADO 1º PISO S/C=200KG/M2 ENCOFRADO 2º PISO ANCLAR C-2 ANCLAR C-2 ANCLAR C-16 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-4 C-7 C-7 C-7 C-6 C-8 C-8 C-9 C-10 C-10 C-10 C-11 C-12 C-13 C-14 C-15 C-7 C-16 C-5 1.20 cm 1.20 cm 1.14 cm 1.20 cm 2.56 cm 2.89 cm Y X ENTREPISO LATERAL DE LIMITE DE DESPLAZ. MAXIMO DESPLAZ. RELATIVO DE ENTREPISO ULTIMO NIVEL MAXIMO DEL Ry = 6 ALBAÑILERIA CONFINADA Rx = 6 ALBAÑILERIA CONFINADA DESPLAZAMIENTO Z=0.4 U=1.0 S=1.2 Tp=0.6 PARAMETROS SISMICOS Separacion sismica = .03 cm. Separacion sismica = .03 cm. CUADRO DE COLUMNAS Y PLACAS C-2 C-3 C-1 C-4 C-5 C-9 C-10 C-11 C-12 5 5 Ø 1/4" 1 1@.05, 4 @.10, 4 Ø 1/2" Rsto. @.15 5 5 Ø 1/4" 1 1@.05, 4 @.10, 4 Ø 1/2" Rsto. @.15 5 5 Ø 1/4" 1 1@.05, 4 @.10, 4 Ø 1/2" Rsto. @.20 5 5 Ø 1/4" 1 1@.05, 5 @.10, Rsto. @.20 6 Ø 1/2" 5 5 Ø 1/4" 2 1@.05, 7 @.10, Rsto. @.20 8 Ø 1/2" C-6 5 5 Ø 3/8" 2 1@.05, 10 @.10, Rsto. @.20 10 Ø 1/2" C-7 5 5 5 5 5 Ø 1/4" 2 1@.05, 6 @.10, 7 Ø 1/2" Rsto. @.20 C-8 5 5 Ø 1/4" 1 1@.05, 6 @.10, 4 Ø 1/2" Rsto. @.20 C-13 C-14 C-15 C-16 5 5 Ø 3/8" 2 1@.05, 4 @.10, Rsto. @.20 8 Ø 1/2" 5 5 Ø 1/4" 1 1@.05, 4 @.10, 4 Ø 1/2" Rsto. @.20 5 5 Rsto. @.25 1 Ø 3/8" 6 Ø 5/8" 1@.05, 6@.10, 5 5 Rsto. @.25 1 Ø 3/8" 6 Ø 3/4" 1@.05, 6@.10, 5 5 Rsto. @.25 2 Ø 3/8" 1@.05, 6@.10, 8 Ø 5/8" 5 5 Rsto. @.25 3 Ø 3/8" 1@.05, 6@.10, 10 Ø 5/8 5 5 Rsto. @.25 2 Ø 3/8" 1@.05, 6@.10, 8 Ø 3/4" 5 5 Ø 1/4" 1 1@.05, 4 @.10, Rsto. @.20 6 Ø 1/2" A A A A D D D D A A A A A A A A B B A A D D D D C C C C C C D D C C C C C C C C Detalle de desarrollo de columnas adicionales Estribos a .25 NFP en cuadro de columnas Ver distribución de estribos Sobrecimiento Cimiento L/6 Ld L/6 L en cuadro de columnas Ver distribución de estribos adicionales Estribos a .20 entrepiso Viga de en una misma sección % del refuerzo No empalmar más del 50 Empalmar dentro de los 2/3 de L Radio de doblado= 6 db .30 .30 último nivel Viga del adicionales Estribos a .20 y anclaje en cimientos corridos 5 5 5 CORTE A-A 5 5 5 nfcc.-1.30 Ø1/4" 4Ø1/2"+2Ø3/8" 1@.05,R.@.30 1 CORTE B-B 5 5 5 5 5 Ø1/4" 4Ø1/2"+2Ø3/8" 1@.05,R.@.30 1 CORTE C-C 5 5 5 5 5 5 .40 2 Ø 3/8" 2 Ø 3/8" Ø3/8"@.30 DET. DUCTO DE INSPECCION NFP. + 0.10 NFP. + 0.10 nfcc.-1.30 NFP. + 0.10 5 TIPICO DE CISTERNA DETALLE DEL MURO Ø3/8"@.25 Ø3/8"@.25 .10 5 Ø3/8"@.25 NF.-1.55 5 5 Ø3/8"@.25 5 NT.+0.10 5 5 5 Ø3/8"@.25 Ø3/8"@.25 5 (Tipico) 5 (Tipico) TAPA DE CISTERNA LOSA DE CONCRETO e= 0.15 NFP. +0.10 C-2 A 4 Ø 3/8"@.25 Ø 3/8"@.25 Ø 3/8"@.25 Ø 3/8"@.25 2Ø 1/2" 2Ø 1/2" 1Ø3/8" 1Ø1/2" 1' 1' 1'-1' 4 Ø 3/8" 5 @ .10 R.@ .25 Ø 1/4" 1 a .05 5 5 1' 1' 1' 1' 2'-2' 4 Ø 3/8" 5 @ .10 R.@ .25 Ø 1/4" 1 a .05 5 5 2' 2' 1-1 4 Ø 3/8" 5 @ .10 R.@ .25 Ø 1/4" 1 a .05 .20 5 2 2 2 2 2 2 2-2 4 Ø 3/8" 5 @ .10 R.@ .25 Ø 1/4" 1 a .05 .20 5 1 1 2 2 2 2 2 2 2 2 3 3 1 1 1 1 11 11 2 2 1' 1' 3-3 4 Ø 1/2" 5 @ .10 R.@ .15 Ø 1/4" 1 a .05 .20 5 3 3 3 3 4 @ .10 R.@ .25 Ø 1/4" 1 a .05 4-4 4 Ø 1/2" 5 .20 4 4 4 4 4 4 4 4 4 4 4 4 1' 1' 1' 1' 10 10 4 4 10 10 4 4 3 3 5 5 4 @ .10 R.@ .25 Ø 1/4" 1 a .05 5-5 4 Ø 3/8" 5 .20 11 11 5 4 Ø 5/8" Ø 3/8" 1 a .05 8 @ .10 R.@ .20 .20 5 7-7 5 7 7 7 7 8 8 5 4 Ø 1/2" Ø 3/8" 1 a .05 8 @ .10 R.@ .25 .20 5 8-8 5 6 6 5 4 Ø 5/8" Ø 3/8" 1 a .05 8 @ .10 R.@ .20 .20 6-6 5 7 7 9-9 4 Ø 1/2" 5 @ .10 R.@ .20 Ø 1/4" 1 a .05 5 9 9 10-10 4 Ø 1/2" 5 @ .10 R.@ .20 Ø 1/4" 1 a .05 .20 5 10 10 4 4 11 11 11-11 4 Ø 1/2" 5 @ .10 R.@ .25 Ø 1/4" 1 a .05 .20 5 11 11 10 10 6 6 7 7 2 2 4 4 4 4 4 4 5 5 5 5 5 5 5 Ø 1/4" 1 a .05 6 @ .10 R.@ .15 12-12 4 Ø 5/8" 12 12 12 12 7 7 8 8 8 8 8 8 3 3 3 3 4 4 3 3 5 4 Ø 5/8" + 2 d 3/8" Ø 3/8" 1 a .05 8 @ .10 R.@ .25 .20 5 13-13 2Ø 3/8" <> 13 13 2 2 1' 1' 4 4 1' 1' 3 3 3 3 11 11 10 10 3 3 10 10 15-15 4 @ .10 R.@ .20 Ø 1/4" 1 a .05 5 Ø 1/2" 5 5 15 15 5 5 Ø 5/8" Ø 3/8" 1 a .05 8 @ .10 R.@ .20 5 16-16 16 16 16 16 5 5 5 5 4 Ø 5/8" +2Ø 3/8" Ø 3/8" 1 a .05 8 @ .10 R.@ .20 14-14 2Ø 3/8" 14 14 1' 1' Longitudes de empalmes para 50% ó En caso de cortar el 100% de varillas en una misma sección, incrementar las longitudes en 60% Varilla Ref. inferior Ref. superior Ø H=cualquiera H < = .30 H > .30 < de varillas cortadas 1/4" .50 .50 .60 1/2" .55 .55 .60 5/8" .70 .70 .95 L/3 L Especificado Detalle de empalmes por traslape en losas y vigas No empalmar en zonas de máximo esfuerzo (zonas rayadas) Los empalmes deberán hacerce alternadamente, como máximo debe traslaparse 50% de la armadura en cada sección y separados 40 db unos de otros (db = mayor diámetro de las barras que se empalman) H Voladizo L/3 L/3 L/3 Especificado .10 DET. TIPICO DEL ALIGERADO .20 .15 .025 .025 .05 .10 Ø1/4"@.25 ESCALA : 1/10 .30 .30 .30 Viga DE COLUMNA EN VIGA ver cuadro de columnas Ž 1 a .05, 5 a .10, resto DETALLE DE ANCLAJE Anclaje de columnas nuevas en columnas existentes Columna existente del piso inferior 5 1 a .05, 5 a .10, resto ver cuadro de columnas "Dowels" existentes Viga existente Columna nueva Anclaje de columna Ž 1 a .05, 5 a .10, resto ver cuadro de columnas en viga nueva Viga .30 .30 .30 ESTRIBOS Recubrimiento BARRAS LONGITUDINALES Estribo Barra longitudinal Ø 6 mm L= 6 cm Ø 8 mm L= 10 cm Radio interno de doblado Ø 6 mm R = 1.3 cm Ø 8 mm R = 1.9 cm Detalles de ganchos estandar db = diámetro de la barra a doblar Radio interno = 3 db Barra longitudinal 12 db mín. L en detalles de vigas Ver dist. de estribos 12 db mín. Ld Ver dist. de estribos en cuadro de columnas Columna en cuadro de columnas Ver dist. de estribos 5 12 db mínimo 5 Viga peraltada (no se muestran los refuerzos) Diámetro de doblado = 6 db Viga peraltada Ø a .20 adicionales Columna (no se muestran los refuerzos) Ø a .20 adicionales Columna Detalles de encuentro de viga con columna Corte elevación, escala 1/25 db = diámetro de la barra Viga peraltada (no se muestran los refuerzos) 2 2 4 4 10 10 .20 17 17 5 4 Ø 5/8" + 2 d 3/8" Ø 3/8" 1 a .05 8 @ .10 R.@ .20 .20 5 17-17 2Ø 3/8" 5 3 3 3 3 RESUMEN DE LAS CONDICIONES DE CIMENTACION PARAMETROS DE DISEÑO DE LA CIMENTACION TIPO DE CIMENTACION : Zapatas y cimientos corridos. - PROFUNDIDAD DE CIMENTACION : hasta penetrar h=1.30 m. ESTRATO DE APOYO DE LA CIMENTACION : Arena Gravo-Limosa. - AGRESIVIDAD DEL SUELO A LA CIMENTACION : Despreciable. No debe cimentarse sobre turba, suelo orgánico, tierra vegetal, desmonte o RECOMENDACIONES ADICIONLES : relleno sanitario . - FACTOR DE SEGURIDAD : Mayor a 3 - PRESION ADMISIBLE : 1.50 Kg/cm2 ANCLAJE TRACCION LONGITUDES DE ANCLAJES Y TRASLAPES ( cms ). en una misma sección ni en zonas de máximo esfuerzo. con ladrillos macizos o perforados ( 25% huecos máximos ). - La albañileria no portanate se costruira usando ladrillos tubulares No se debera traslapar por mas del 50% del refuerzo de la capa - Los muros sombreados indican muros portantes y deberan construirse - En las zonas de los nudos en donde concurren refuerzos de vigas y de columnas deberan reducirse el ancho util de las vigas y con- 55 30 40 35 40 30 COMPRESION ANCLAJE 30 30 Indicados en plantas. SOBRE CARGAS .- OBSERVACIONES DIAMETRO 5/8" 1/4" 1/2" 3/8" servando el de las columnas. ( pandereta ). 55 30 45 35 TRASLAPES ESPECIFICACIONES TECNICAS Unidades del tipo IV ( .09 x .13 x .24 ) Perforaciónes 25% máximo. Mortero 1:1:4 ( cemento : cal : arena ) Juntas de mortero = 1.5 cm. 2.5 7.5 4.0 ( cms ). ACERO CONCRETO EN GENERAL .- Varillas corrugadas RECUBRIMIENTOS MINIMOS .- CAPACIDAD DEL TERRENO .- Losas y vigas chatas ALBAÑILERIA .- Albañileria tubular Albañileria maciza Zapatas CARGAS PERMANENTES .- Peso propio aligerado h= .20 cms. Piso terminado y cielo raso Vigas y columnas .- 300 Kg/m2 100 Kg/m2 f'c = 210 Kg/cm2 fy = 4,200 Kg/cm2 t = 1.50 Kg/cm2 f'm = 45 Kg/cm2 1,450 Kg/m3 1,800 Kg/m3 5 5 5 5 5 Separacion sismica .03 Ø3/8"@.25 Ø3/8"@.25 NJ. -0.20 nfcc.-1.30 5 5 5 CORTE D-D 5 5 5 nfcc.-1.30 Ø1/4" 4Ø1/2"+2Ø3/8" 1@.05,R.@.30 1 NFP. + 0.10 Separacion sismica .03 B B 5 5 nfp. 5 2Ø5/8" .28 5 .25 5 3Ø5/8" Ø3/8"@.25 (tipico) 1@.05, 4 @.10, Ø 3/8" Rsto. @.25 2Ø5/8" 5 .25 5 Ø3/8"@.25 (tipico) 1 VC- (0.30x0.20) 5 5 3 Ø5/8" 3 Ø5/8" 5 ESCALERA 5 Ø3/8"@.25 5 VC- (.30x.20) 4 @ .10 R.@ .25 Ø 3/8" 1 a .05 5 Ø 5/8" 5 S/C=200KG/M2 SECC. 10-10 C-2 C-2 nfz= -1.30 h=0.40 Ø1/2"@.15 nfz= -1.15 Z1 5 h=0.40 Ø1/2"@.15 Z2 nfz= -1.30 h=0.40 Z3 Ø1/2"@.15 5 5

Language	Spanish
Drawing Type	Full Project
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features	Deck / Patio, Fireplace
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, construction, district, dwelling unit, DWG, Family, full, haus, home, house, Housing, logement, maison, PLANES, Project, residên, residence, single, structural, structure, unidade de moradia, villa, wohnung, wohnung einheit