Houses 3 Levels DWG Detail for AutoCAD

Houses 3 Levels DWG Detail for AutoCAD

Having architectural plants; courts; structural details; facades as well as facilities (with isimetrico)

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

chain, castle, adjoining shoe, counter, intermediate shoe, rises, water supply line cold water line. hot water line del algibe al tap, hydraulic isometric, symbology, hydraulic, lav, laundry, freg., sink, lime, heater, lab., washbasin, wc, reg., shower, abbreviations :, ban, drainpipes sewage, ja, air jug, ran, black water register, bap, rainwater downpipe, rap, rainwater log., tap, drinking water tank, tv, ventilation pipe, sinks, sink and laundry sera, note:, sup. terr. Escrit.:, sup. of construction.:, reg, ground floor, c or l i n d a n c a, high floor, roof plant, proy. slab, main facade, rear facade, stamps:, heater, garage, garden, access, closet, cellar, dining room, washing, terrace, pantry, breakfast kitchen, low, dressing room, bedroom, cto. serv., TV room, bathroom, dome, zenital ventilation, patio, room, space, empty, cortex – x ‘, cortey – y’, dimensions in meters, except indicated., and will be according to the following figure: , the dimensions apply to the drawing, do not take measures to scale, levels in meters, verify dimensions and levels in the field., coating, reinforcing steel, concrete, comply with the following table, unless it is, the anchoring lengths and overlapping the rods, indicate another shape in the drawing., rods, lt, the, rod., standard hooks for primary reinforcement., size of rod, minimum diameter of finished bend, reinforcement rods in the same plane, detail of overlap, cube of stairs, take, domicile, meter, valve., balloon., lime, freg, lab, drying, key, to the creek of the street, bap, ban, to the collector mpal., official alignment

Raw text data extracted from CAD file:

\A1;15 \A1;25 228.6723422937044 228.6723422937044 CADENA E 1/4" @15 4 Vs 1/2" 4 Vs 1/2" E 3/8" @ 20 CASTILLO \A1;20 \A1;20 \A1;15 \A1;20 \A1;90 \A1;90 \A1;20 209.4412240217458 209.4412240217458 \A1;Vs \S3/8;"@ 20 ZAPATA COLINDANTE CONTRATRABE 209.4412240217458 209.4412240217458 Vs 3/8" @ 20 ZAPATA INTERMEDIA 209.4412240217458 60 Vs 3/8" @ 20 \A1;6Vs 3 /8", E \S1/4;" @ 20 X X´ SUBE \A1;R \A1;R \A1;D \A1;S \A1;d \A1;Lt \A1;Lt \A1;60 0.96 1.65 1.56 1.65 0.50 0.50 0.70 1.80 1.20 10.52 3.32 0.90 1.80 1.00 5.13 0.70 0.47 0.70 1.25 5.97 0.85 22.10 3.09 1.10 0.55 3.00 0.85 2.28 1.17 1.21 0.20 5.95 8.10 6.60 1.20 0.50 2.00 0.73 0.37 1.05 0.50 1.40 0.16 0.88 0.93 0.96 10.52 1.95 0.88 1.40 2.15 3.00 1.20 10.52 6.60 8.10 5.95 1.18 0.35 4.73 1.85 0.80 0.85 0.85 0.85 0.85 0.70 1.20 0.78 2.90 4.35 9.71 9.71 1.65 0.95 0.50 5.00 2.40 9.71 1.65 0.50 1.75 1.60 3.45 0.95 0.47 1.48 1.55 0.15 2.50 1.20 9.71 1.95 2.25 1.69 1.15 2.30 1.45 5.65 3.23 0.30 0.90 0.10 1.20 0.30 0.65 0.40 7.08 1.30 4.05 0.35 2.36 0.16 0.16 8.38 0.50 0.30 0.30 0.58 1.20 3.00 2.15 3.21 0.96 10.52 0.32 1.16 1.20 0.55 1.30 1.20 0.95 10.38 2.10 0.20 0.10 1.30 0.48 1.52 0.68 0.55 1.29 1.20 0.95 6.68 1.20 3.00 2.15 4.17 10.52 1.10 1.10 1.95 1.10 0.55 0.40 2.10 0.30 9.90 2.20 0.55 0.30 1.70 0.50 0.55 0.40 6.20 0.16 0.16 2.36 0.35 2.20 0.50 1.35 1.00 0.30 8.38 1.75 2.28 1.17 0.95 0.50 2.50 5.50 3.09 1.21 2.00 0.97 0.30 1.00 1.20 0.55 0.40 0.60 1.70 1.40 8.12 0.96 0.93 1.50 3.50 1.42 d 1/2" 1.75 d 1/2" 1.40 d 1/2" 3.30 d 1/2" 8.50 d 1/2" 2.50 d 1/2" 1.50 d 1/2" 1.60 d 3/4" 1.68 d 3/4" 2.44 d 3/4" 8.27 d 3/4" 1.60 d 3/4" 0.69 d 3/4" 0.92 d 3/4" 1.40 d 3/4" 0.65 d 3/4" 0.60 d 3/4" 1.90 d 3/4" 1.67 d 3/4" 3.84 d 3/4" 2.85 d 3/4" 0.90 d 3/4" 0.90 d 3/4" 1.25 d 3/4" 6.15 d 3/4" 0.90 d 3/4" 3.20 d 3/4" 1.65 d 3/4" 1.90 d 3/4" 2.85 d 3/4" 5.00 d 3/4" 13.55 d 3/4" 2.00 d 3/4" 1.00 d 3/4" 1.00 d 3/4" 1.00 d 3/4" 1.00 d 3/4" 2.20 d 3/4" 0.90 d 3/4" 0.90 d 3/4" 2.36 d 3/4" 2.00 d 3/4" 1.07 d 3/4" 1.90 d 3/4" 0.90 d 3/4" 1.90 d 3/4" 1.00 d 3/4" 2.85 d 3/4" 2.00 d 3/4" 2.50 d 3/4" 2.25 d 3/4" 1.30 0.90 0.70 0.80 0.90 0.70 0.90 0.80 0.80 0.80 0.90 0.90 0.90 0.80 0.70 0.80 1.33 1.30 0.70 0.70 0.70 1.00 0.90 0.70 0.90 1.00 0.50 1.95 1.70 0.55 0.80 2.10 0.55 1.20 4.40 4.40 5 1.45 2.88 LINEA DE SUMINISTRO DE AGUA DE LA RED LINEA DE AGUA FRIA. LINEA DE AGUA CALIENTE LINEA DEL ALGIBE AL T.A.P. ISOMETRICO HIDRAULICO SIMBOLOGIA HIDRAULICA LAV LAVADERO FREG. FREGADERO CAL. CALENTADOR LAB. LAVABO W.C. W.C. REG. REGADERA ABREVIATURAS: B.A.N. BAJANTES DE AGUAS NEGRAS J.A. JARRA DE AIRE R.A.N. REGISTRO DE AGUAS NEGRAS. B.A.P. BAJANTE DE AGUAS PLUVIALES R.A.P. REGISTRO DE AGUAS PLUVIALES. T.A.P. TINACO DE AGUA POTABLE T.V. TUBO DE VENTILACIÒN DE 1/2" DE DIAMETRO . 1.- EL DIAMETRO DE SALIDA DE REGADERAS, W.C., LAVABOS, FREGADERO Y LAVADERO SERA NOTA : 2.- TODA LA TUBERIA SERA DEL DIAMETROS INDICADOS. SUP. TERR. ESCRIT.: M2 SUP. DE CONSTRUCCIÓN.: 323.78 M2 REG PLANTA BAJA C O L I N D A N C I A C O L I N D A N C I A C O L I N D A N C I A C O L I N D A N C I A C O L I N D A N C I A 1 4 7 9 10 12 13 14 15 18 19 20 22 23 24 PLANTA ALTA C O L I N D A N C I A C O L I N D A N C I A C O L I N D A N C I A C O L I N D A N C I A C O L I N D A N C I A LL I 1 3 5 9 12 14 18 21 22 23 24 2 8 6 10 16 17 K J G´ D F H PLANTA AZOTEA C O L I N D A N C I A C O L I N D A N C I A 1 3 9 12 14 18 22 23 2 16 17 13´ C O L I N D A N C I A 24 B A C proy. de losa L LL I K E D B A C´ L´ G LL I J E B A L K F A L´ L´ L´ FACHADA PRINCIPAL I E B A L´ LL FACHADA POSTERIOR X X´ X X´ SELLOS: SUBE 1 2 3 4 6 5 7 8 9 10 11 12 SALA\fArial|b1|i0|c0|p34;\H0.6113x; calentador COCHERA JARDIN ACCESO CLOSET BODEGA COMEDOR LAVADO CLOSET CLOSET proy. de losa proy. de losa proy. de losa TERRAZA ALACENA COCINA DESAYUNADOR proy. de losa 1 2 3 4 6 5 7 8 9 10 11 12 13 14 15 16 17 BAJA TERRAZA RECAMARA^J PRINCIPAL VESTIDOR VESTIDOR RECAMARA RECAMARA RECAMARA CTO. DE SERV. SALA DE T.V. 1/2 BAÑO BAÑO BAÑO BAÑO VESTIDOR VESTIDOR SUBE proy. de losa domo domo domo domo Y Y´ Y Y´ Y Y´ SUBE VENTILACION ZENITAL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 16 17 VENTILACION ZENITAL T.A.P CAP. 1100 LTS. J.A. LL I E B A SELLOS: VENTILACION ZENITAL VENTILACION ZENITAL VENTILACION ZENITAL J.A. 1 4 5 9 10 12 13 14 20 22 23 24 PATIO COCHERA SALA COMEDOR TERRZA RECAMARA VESTIDOR BAÑO RECAMARA VACIO C O R T E X - X' C O R T E Y - Y' b) Fy= 4200 Kg/cm2 para Vs de 3/8" y mayores b) DE 4 CM PARA TRABES, COLUMNAS Y CIMENTACION a) DE 3 CM PARA CASTILLOS Y LOSAS 7.- LOS RECUBRIMIENTOS A USARSE SERAN: a) Fy= 2300 Kg/cm2 para estribos y Varillas de 1/4" 6.- SE USARA ACERO DE REFUERZO: c) f'c= 200 Kg/cm2 para cimentaciontrabes y losas b) f'c= 150 Kg/cm2 para castillos y cadenas a) f'c= 100 kg/cm2 para plantillas 5.- SE USARA CONCRETO : ACOTACIONES EN METROS, EXCEPTO INDICADAS. Y SERA DE ACUERDO A LA SIGUIENTE FIGURA: LAS COTAS RIGEN AL DIBUJO, NO TOMAR MEDIDAS A ESCALA. NIVELES EN METROS. VERIFICAR DIMENSIONES Y NIVELES EN CAMPO. 4._ 3._ 1._ 2._ c) Fy= 5000 Kg/cm2 para malla electrosoldada RECUBRIMIENTO ACERO DE REFUERZO FIGURA "1" R L C CONCRETO R C L VER FIGURA 3 CUMPLIRAN CON LA SIGUIENTE TABLA, A MENOS QUE SE La = LONGITUD DE ANCLAJE EN cms. LAS LONGITUDES DE ANCLAJE Y TRASLAPE DE LAS VARILLAS Lt = LONGUITUD DE TRASLAPE EN cms. INDIQUE OTRA FORMA EN EL DIBUJO. 8._ VER FIGURA 3 #6 3/4" 75 75 #5 5/8" 75 75 #3 3/8 40 40 #4 1/2" 50 50 100 100 #10 1 1/4" VARILLAS #8 1" d L t L a D VER LA FIGURA "2" PARA GANCHOS EN ESTRIBOS. S d D = DIAMETRO DE LA FIGURA "2" VARILLA. DOBLES A 135° 9._ S = 10 D >, 6.5 cm d = 4 D GANCHOS ESTANDAR PARA REFUERZO PRIMARIO. DEL # 3 AL # 8 DEL # 10 AL # 12 * MEDIDO EN EL LADO INTERIOR DE LA VARILLA. TAMANO DE VARILLA DIAMETRO MINIMO DE DOBLEZ TERMINADO 6 DIAMETROS DE LA VARILLA 8 DIAMETROS DE LA VARILLA NO SE PERMITIRA TRASLAPE MAS DEL 50% DE LAS VARILLAS DE REFUERZO EN EL MISMO PLANO 10._ DETALLE DE TRASLAPE Lt Lt 60 11.- POR LAS CARACTERISTICAS DE LA OBRA, SE DEBERA REALIZAR UN CALCULO ESTRUCTURAL DE TODO EL PROYECTO EN CONJUNTO. PATIO VACIO VACIO 5 5 5 5 5 5 5 5 5 5 27.18 5 5 5 5 5 5 5 5 5 5 5 5 49.28 28.40 5 5 5 5 5 5 5 5 49.28 5 5 5 5 27.18 49.28 5 5 5 5 5 5 5 5 5 5 5 5 5 28.40 5 49.28 5 5 5 5 5 5 27.18 5 5 5 5 5 49.28 28.40 5 49.28 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 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 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 27.18 49.28 5 5 5 5 5 5 5 5 5 5 5 5 5 CUBO DE ESCALERAS COMEDOR BAÑO CTO. DE SERV. 5 5 TOMA DOMICILIARIA MEDIDOR VALVULA. DE GLOBO. 5 5 Bo J.A. T.A.P. 5 CAL FREG WC WC LAB LAB LAB LAB WC WC WC LAB REG REG REG LAV LAB LAVADO SECADO LLAVE 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 BAÑO 5 al arrollo de la calle R.A.P. R.A.P. R.A.P. R.A.P. R.A.P. R.A.P. R.A.P. PEND. 2 % PEND. 2 % PEND. 2 % PEND. 2 % PEND. 2 % PEND. 2 % PEND. 2 % PEND. 2 % PEND. 2 % PEND. 2 % PEND. 2 % BAP PEND. 2 % PEND. 2 % PEND. 2 % BAP BAP BAP BAP BAP BAP BAP PEND. 2 % PEND. 2 % BAP BAP BAP BAP BAP BAP BAP BAP BAP R.A.P. R.A.P. R.A.P. al arrollo de la calle R.A.P. BAN BAN BAN BAN BAN BAN R.A.N. R.A.N. R.A.N. R.A.N. al colector mpal. R.A.N. BAP SUP. TERR. ESCRIT.: SUP. DE CONSTRUCCIÓN.: 323.78 M2 N+ 0.48 N+ 0.48 N+ 2.68 N+ 3.53 N+ 5.73 N+ 5.73 N+ 6.68 N+ 10.38 N+ 9.08 N+ 6.48 N+ 6.68 R.A.P. N+ 0.32 R.A.N. R.A.N. BAP BAP N+ 2.48 tuberia: de PVC reforzado de 4" d pend. minima 3% N+ 0.48 N+ 0.32 N+ 0.16 N+ -0.00 N+ 0.16 N+ 0.32 N+ 3.23 N+ 2.68 N+ 3.23 N+ 5.73 N+ 5.73 N+ 6.68 N+ 10.38 N+ 0.32 N+ -0.00 N+ 0.16 N+ 2.68 N+ 4.53 N+ 6.03 N+ 6.68 N+ 7.08 N+ 8.38 N+ 3.53 N+ 0.48 N+ 0.48 N+ 0.32 N+ 0.16 N+ -0.00 N+ 0.32 N+ 0.16 N+ 2.00 N+ 3.53 N+ 3.53 N+ 3.53 N+ 5.73 N+ 5.73 N+ 6.38 N+ 6.38 N+ 6.38 N+ 6.68 N+ 6.68 N+ 9.08 N+ 9.08 N+ 10.38 N+ 8.38 N+ 8.20 N+ 7.08 N+ 7.48 N+- 0.00 R.A.N. R.A.N. R.A.N. R.A.N. al colector mpal. tuberia: de PVC reforzado de 4" d pend. minima 3% tuberia: de PVC reforzado de 4" d pend. minima 3% R.A.P. N+ 1.90 BAP N+ 0.16 N+ 0.16 N+ 0.32 N+ 0.16 N+ 0.16 N+ 0.16 VACIO VACIO VACIO VACIO N+ 0.48 N+ 0.48 N+ 0.48 N+ 0.48 N+ 0.48 N+ 0.32 N+ 0.16 N+ 0.16 N+ 0.16 N+ 0.16 N+ 0.32 N+ 0.48 N+ 0.16 N+ 0.16 N+ 3.53 N+ 3.53 N+ 3.53 N+ 3.53 N+ 3.53 N+ 3.53 N+ 3.53 N+ 3.53 N+ 0.48 N+ 3.53 N+ 0.32 N+ 0.32 VACIO VACIO N+ 6.38 N+ 6.38 N+ 6.38 N+ 6.48 N+ 6.58 BAÑO BAN BAN BAN 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+ 0.48 ALINEMIENTO OFICIAL ALINEMIENTO OFICIAL ALINEMIENTO OFICIAL ALINEMIENTO OFICIAL ALINEMIENTO OFICIAL ALINEMIENTO OFICIAL 5 5 5 5 5 5 N+ 3.43 5 5 2 3 5 5 8 5 1.70 proy. de losa proy. de losa 5

Language	Spanish
Drawing Type	Detail
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio, Garage
Tags	apartamento, apartment, appartement, architectural, aufenthalt, autocad, casa, chalet, courts, DETAIL, details, duplex housing, dwelling unit, DWG, facades, facilities, haus, house, HOUSES, levels, logement, maison, plants, residên, residence, structural, unidade de moradia, villa, wohnung, wohnung einheit