Apartaments Building DWG Full Project for AutoCAD

Apartaments Building DWG Full Project for AutoCAD

Condo project – 3 floors – details

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

main elevation, court b – b, court a-a, bedroom, dining room, living room, kitchen com. daily, ss.hh., study, patio, going, garden, kitchen, passageway, receipt, ceiling projecting, variable, facade, view, cl., date:, scale:, owner:, plane:, designer:, cad: , multifamily housing, work:, architecture: cuts and main elevation, foundations, typical lightened slab, staircase, column table, type, section, steel, standing, cistern, typical, ntn, see plant, sobrecimiento, concrete ciclopeo, proportion: , foundation, beam, rest see table, columns, column, shoe frame, dimension, see plant, specifications, coatings, foundation: exterior and interior walls, typical spacing of, abutments in columns, detail: cistern, second floor, detail : staircase, typical section, and third floor, structures: foundations and details, structures: typical lightened slab and details, reserve, roof, single-line diagram, network sp, hidrandina, pvc-sap duct, main feeder calculation, maximum demand calculation , total, lighting free area, maximum, demand, f.d., c.u., area, detail of use, pos, legend, symbol, sa, b, description, output for telephone, electric pump, output for cable, automatic switch, output for t.v., kwh, a network b.t. of hidrandina, serv., sx, and, lighting and stairwells, calculation of maximum typical demand, lighting and receptacles, first floor housing, common areas, second and third floor, indicates number of conductors in the pipe, sport light, pipe embedded in ceiling or wall, embedded pipe in floor or wall, embedded pipe for bell, underground conduit, light centers, outlet for bracket, outlet for simple outlet, outlet for waterproof outlet, electrical installations and details, level. water min., niv. max. water, air gap, high tank detail, level, start, stop, water level, cistern detail, water meter, cold water pipe, tee, gate valve, check valve, irrigation tap, register box, bronze threaded register, sump, simple yee, public collector, main network, water, drain, sanitary cover, bathroom, sanitary facilities and details

Raw text data extracted from CAD file:

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DIARIO 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 1.00x2.10 .80x2.60 SS.HH. ESTUDIO .70x2.60 SS.HH. 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 PATIO .80x2.60 .70x2.60 .85x2.60 .85x2.60 DORMITORIO DORMITORIO 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 .70x2.60 NPT + 8.55 NPT + 8.55 NPT + 5.75 NPT + 5.75 NPT + 2.95 NPT + 2.95 NPT + .15 NPT + .15 NPT + .15 NPT + 0.00 NPT + .15 NPT + 0.00 NPT + 8.55 NPT + 5.75 NPT + 2.95 NPT + 8.55 NPT + 5.75 NPT + 2.95 NPT + .15 2.5 2.5 2.5 0.25 0.25 1.70 .90 1.50 V .45 2.15 .75 V-A 1.50 1.10 1.65 V 1.70 .90 1.65 V 1.70 .90 1.50 V 0.25 0.25 0.25 0.25 0.25 M. 1.50x2.60 JARDIN 0.25 0.25 0.25 0.25 0.25 0.25 NPT + 0.15 Nv ± 0.00 NPT +0.15 NPT +0.15 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 1.50 1.10 1.65 V 1.05x2.60 .70x2.60 .80x2.60 .90x2.60 .90x2.60 COMEDOR COCINA DORMITORIO PASADIZO SS.HH. PATIO SS.HH. RECIBO 1.40 1.20 1.45 V .45 2.15 .90 VA 1.70 .90 1.20 V .45 2.15 .75 VA 1.70 .90 1.50 V 1.70 1.20 1.50 V 1.70 .90 1.65 V 1.25 1.25 0.25 0.25 0.25 0.25 0.25 PROYECCION TECHO 9 5 4 3 1 2 6 7 8 0.25 Variable .90 2.30 V 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 16 17 18 19 20 21 8 9 10 12 13 14 11 15 0.90x2.60 .85x2.60 .85x2.60 SALA 1.00 Fachada Ver V 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 CL. CL. CL. CL. CL. NPT + 0.15 NPT ± 0.00 CL. B A A B B A 1.25 1.25 1.25 1.25 1.25 0.0 0.0 2.5 2.5 2.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PLANTA 1º PISO PLANTA TIPICA 2º y 3º PISO FECHA : ESCALA : ARQUITECTURA : DISTRIBUCION 1º PISO y PISO TIPICO PROPIETARIO : PLANO : PROYECTISTA : CAD : 1/50 A-01 PLANO N° : VIVIENDA MULTIFAMILIAR OBRA : PROPIETARIO : ESCALA : VIVIENDA MULTIFAMILIAR ARQUITECTURA : CORTES Y ELEVACION PRINCIPAL CAD : FECHA : PROPIETARIO : PROPIETARIO : PLANO : OBRA : PROYECTISTA : 1/50 A-02 PLANO N° : \A1;1.05 \A1;.70 \A1;1.05 \A1;.70 \A1;.45 \A1;.50 \A1;.75 \A1;.50 \A1;.75 \A1;.45 \A1;.75 \A1;.90 \A1;.45 \A1;.60 \A1;.90 \A1;.60 \A1;.45 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.55 \A1;.30 \A1;.55 \A1;.35 \A1;.65 \A1;.65 \A1;.80 \A1;.80 \A1;.50 \A1;.50 \A1;.70 \A1;.70 \A1;.45 \A1;.45 \A1;.65 \A1;.65 \A1;.65 \A1;.55 \A1;.45 \A1;.30 \A1;.15 \A1;.20 \A1;.060 \A1;.065 \A1;.60 \A1;.060 \A1;.065 \A1;.15 \A1;1.35 \A1;.15 \A1;.20 \A1;.20 \A1;.15 \A1;.05 \A1;.08 \A1;.10 \A1;.30 \A1;.15 \A1;.05 \A1;.20 \A1;.30 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;1.80 \A1;.15 \A1;.15 \A1;.25 \A1;.30 \A1;.25 \A1;.20 \A1;.25 \A1;.40 \A1;.15 \A1;.20 \A1;.40 \A1;.20 \A1;.20 \A1;.25 \A1;.40 \A1;1.00 \A1;1.00 \A1;.90 \A1;.90 \A1;1.00 \A1;.90 \A1;1.10 \A1;1.10 \A1;1.00 \A1;1.00 \A1;.90 \A1;.90 \A1;1.00 \A1;.90 \A1;1.10 \A1;.90 \A1;1.00 \A1;1.10 \A1;.90 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.10 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.90 \A1;1.10 \A1;.90 \A1;.90 \A1;1.10 \A1;1.10 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;2.50 \A1;3.55 \A1;3.70 \A1;3.15 \A1;2.95 \A1;3.00 \A1;3.50 \A1;2.95 \A1;3.70 \A1;3.55 \A1;2.50 \A1;1.00 \A1;3.45 \A1;2.55 \A1;1.00 \A1;3.70 \A1;3.15 \A1;3.70 \A1;3.025 \A1;3.675 \A1;2.75 \A1;.25 \A1;.25 \A1;.1647 \A1;.15 \A1;.40 \A1;.15 \A1;.25 \A1;.25 \A1;.1647 \A1;.15 \A1;.20 \A1;.40 \A1;3.15 \A1;1.10 \A1;1.10 \A1;3.50 \A1;6.00 \A1;.25 \A1;.25 \A1;.25 \A1;19.85 \A1;.25 \A1;3.00 \A1;3.025 CIMENTACION VCH-101 C1 V-101 C1 V-101 C1 V-102 C2 VCH-103 C3 V-104 VCH-101 C1 C1 C1 VE-01 C1 V-102 C1 V-105 C1 VCH-102 V-103 C1 VA-01 C1 V-103(A) C1 C2 VCH-104 C2 V-105 V-104 C2 C2 V-103 C1 VA-01 C1 V-103(A) C1 VCH-102 VCHA-101 VE-01 VCHA-101 VCHA-101 VCHA-101 VCHA-101 VHA-101 VCHA-102 VCHA-101 VCHA-102 VCHA-101 VCHA-101 1d 1/2" 1d 3/8" 1d 3/8" 1d 3/8" 1d 3/8" 1d 3/8" 1d 3/8" 1d 3/8" 1d 3/8" 1d 3/8" 1d 3/8" 1d 3/8" 1d 1/2" LOSA ALIGERADA TIPICA S/C= 200 Kg/m2 h=.20m 1d 1/2" 1d 1/2" 2d 1/2" 2d 1/2" 2d 1/2" []d 1/4" 1@.05, 2@ .10, 1@ .15, resto @ .20 V-101 V-101 V-102 V-103 VA-01 V-103(A) VCH-103(A) V-105 V-104 V-104 VCH-103 VCH-102 VCH-101 ESCALERA []d 1/4" 1@.05, resto @ .20 []d 1/4" 1@.05, 3@ .10, 2@ .15, resto @ .20 []d 1/4" 1@.05, resto @ .10 1d 1/2" 2d 1/2" 1d 1/2" 2d 1/2" 1d 1/2" 2d 1/2" 1d 1/2" 2d 1/2" 1d 1/2" 2d 1/2" 1d 1/2" 2d 1/2" 1d 1/2" 2d 1/2" 1d 1/2" 2d 1/2" 2d 1/2" 1d 1/2" 2d 1/2" []d 1/4" 1@.05, 3@ .10, 2@ .15, resto @ .20 []d 1/4" 1@.05, resto @ .20 []d 1/4" 1@.05, 2@ .10, 1@ .15, resto @ .20 .15 x .40 .15 x .40 .15 x .40 .15 x .40 .15 x .40 .15 x .40 .15 x .40 VCH-101 .25 x .20 []d 1/4" 1@.05, resto @ .10 .15 x .40 -18.04432247405668 -18.04432247405668 5 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 5 -18.04432247405668 5 5 1d1/2" @.25 5 5 7.849701757345002 5 5 .15 1.35 .15 5 1d3/8" @.30 1d3/8" @.30 1d1/2" @.25 1d1/2" @.25 1d1/2" @.25 1d3/8" @.20 5 5 5 5 5 5 5 5 5 \A1;TEMPERATURA d1/4" @.25 5 5 5 5 5 1.80 5 CUADRO DE COLUMNAS TIPO SECCION ACERO ESTRIBADO C-1 4 d 1/2" + C-2 6 d 1/2" d 1/4" 1 @.05 3 @.10 1 @.15 RESTO @.20 d 1/4" 1 @.05 3 @.10 RESTO @.20 C-3 6 d 1/2" d 1/4" 2 @.05 3 @.10 1 @.15 RESTO @.20 -10.60036935766595 NPT+.15 -18.04432247405668 1d 1/2" []d 1/4" 1@.05, 2@ .10, -16.68960554049806 -18.01729798893896 4d 1/2" []d 1/4" @ .25 5d 1/2" VCH-102 .25 x .20 VCHA-101 VCHA-102 1@ .15, resto @ .20 []d 1/4" 1@.05, 2@ .10, 1@ .15, resto @ .20 -18.04432247405668 .25 x .20 -18.04432247405668 -18.04432247405668 -18.04432247405668 -18.04432247405668 SECCION 1-1 -18.04432247405668 5 5 5 5 C1 C1 C1 C1 C1 C1 C1 C1 C2 C1 C1 C1 C1 C1 C1 C1 C2 C1 C3 C2 NPT +0.15 Nv +0.00 NPT +0.15 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331616 8.971460660331616 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 8.971460660331644 5 5 5 5 5 5 5 5 5 5 5 8.971460660331644 5 5 5 5 5 5 5 5 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 .40x.60 CISTERNA ESTUDIO SALA COMEDOR JARDIN SS.HH. PATIO COCINA SS.HH. DORMITORIO DORMITORIO 5 NPT +0.15 NPT +0.15 NPT +0.15 NPT +0.15 NPT +0.15 NPT +0.15 NPT +0.15 NPT +0.15 NFT - 1.80 ZA1 ZA1 ZA1 ZA4 ZA2 ZA1 ZA1 ZA1 ZA1 ZA3 ZA1 ZA1 ZA1 ZA2 ZA4 ZA3 ZA1 ZA6 ZA5 ZA6 TIPICO 1d1/2"@.20 TIPICO 1d1/2"@.20 NTN Ver planta Ver planta Ver planta Ver planta SOBRECIMIENTO Concreto Ciclopeo Proporcion: CIMIENTO 1:8+25% P. M. Concreto Ciclopeo Proporcion: 1:10+30% P.G. viga Resto ver cuadro de columnas columna .15 3 @ .10 .05 t \A1;.15 .05 3 @ .10 .15 Resto ver cuadro de columnas NPT+.15 NTN NPT+.15 NTN Ver planta t NPT+.15 NTN Ver planta .10 h H .10 h H -14.516626075277 .15 3 @ .10 .05 .15 3 @ .10 .05 t Resto ver cuadro de columnas Resto ver cuadro de columnas CUADRO DE ZAPATAS TIPO DIMENSION h H ZA1,6 .45 VER PLANTA 1.10 .45 VER PLANTA 1.20 ZA2,3,4 .45 VER PLANTA 2.20 ZA5 .15 x .50 .15 x .50 1º PISO : Diametro=.30 2 d 3/8" ESPECIFICACIONES f'c = 140 Kg/cm2 ( en cimentacion ) f'c = 175 Kg/cm2 ( otras estructuras ) fy = 4200 Kg/cm2 ( todo el acero ) St = 1.0 Kg/cm2 ( todo el terreno, verificar en obra) RECUBRIMIENTOS ZAPATAS = 7.5 cm COLUMNAS = 4.0 cm VIGAS PERALTADAS = 3.0 cm VIGAS CHATAS = 2.5 cm LOSAS Y ESCALERAS = 2.0 cm CIMIENTO: MUROS EXTERIORES E INTERIORES ZAPATAS ARMADAS: EXTERNAS E INTERNAS (ZA) ESPACIAMIENTO TIPICO DE ESTRIBOS EN COLUMNAS .10 .10 -39.66751541331013 -4.128710180643395 \A1;.12 1d3/8" @.15 1d1/4" @.20 1d3/8" @.15 NPT+.15 1 2 3 4 5 6 7 8 9 1d3/8" @.15 -39.66677375701354 -39.66677375701354 -39.66677375701354 -39.66751541331013 1d3/8" @.15 DETALLE: CISTERNA 1d3/8" @.15 VCH-102 SEGUNDO PISO 9 10 11 12 13 14 15 16 17 1d3/8" @.15 1d3/8" @.15 1d1/4" @.20 e=.125 1d1/4" @.20 -19.39286101388271 -2.515095552799494 -21.59802292112531 -20.55941802685618 -20.55941802685618 DETALLE: ESCALERA 5 C1 -0.2960345754284788 -0.2960345754284788 ZA3 5 .40x.60 5 5 5 5 5 5 5 5 2º PISO=.25 X .25 VCHA-101 VCHA-101 1º TRAMO TRAMO TIPICO Y TERCER PISO DETALLE: ALIGERADO h=0.20m E-01 PROPIETARIO : ESTRUCTURAS: CIMENTACION Y DETALLES PROPIETARIO : PROYECTISTA : PLANO : 1/50 CAD : ESCALA : FECHA : PLANO N° : VIVIENDA MULTIFAMILIAR OBRA : VIVIENDA MULTIFAMILIAR ESTRUCTURAS: LOSA ALIGERADA TIPICA Y DETALLES OBRA : PROPIETARIO : PLANO : PROPIETARIO : PROYECTISTA : E-02 FECHA : ESCALA : CAD : 1/50 PLANO N° : ALUMBRADO ESCALERA DE 1º PISO A AZOTEA RESERVA ELECTROBOMBA 1/2HP C-3 C-4 C-5 2x15 2x15 ALUMBRADO 1º PISO 2 x 2.5 mm2 - d15 mm PVC-SEL RESERVA C-1 C-2 C-3 2x15A 2x15A 1º PISO P 2º PISO AZOTEA DIAGRAMA UNIFILAR RED S.P. HIDRANDINA 2x20 AMP. RESERVA C-1 C-2 C-3 2x15 2x15 TOMACORRIENTE 1º PISO 2 x 2.5 mm2 - d15 mm PVC-SEL PLANTA 1º PISO .20 mm 4mm2 14.15 11.32 DUCTO d PVC-SAP CALIBRE (TW) 1 Fusel (Amp.) CALCULO ALIMENTADOR PRINCIPAL IN (Amp.) CALCULO DE MAXIMA DEMANDA 2242.37 T O T A L 48.30 100 5 9.66 ALUMBRADO AREA LIBRE 02 2194.07 100-35 25 102.18 ALUMBRADO Y TOMACORRIENTES 1º PISO 01 MAXIMA % (W/m2) (m2) DEMANDA F.D. C.U. AREA DETALLE DEL USO POS LEYENDA SIMBOLO Sc Sa,b S DESCRIPCION INTERRUPTOR CONMUTACION h=1.40 SALIDA PARA TELEFONO CAJA DE PASO EN PISO / PARED INTERRUPTOR SIMPLE h=1.40 INTERRUPTOR DOBLE h=1.40 CAJA PORTAMEDIDOR DE ENERGÍA (MONOFASICO) SALIDA PARA PULSADOR DE INTERCOMUNICADOR h =1.40 ELECTROBOMBA SALIDA PARA TELECABLE INTERRUPTOR AUTOMATICO SALIDA PARA T.V. SUBE 2x 2.5 mm2 SUBE 2x 2.5 mm2 Kwh A RED B.T. DE HIDRANDINA 220v- 60Htz 2 SERV. 3 Kwh Kwh Kwh 1 Kwh 2 x 2.5 mm2 - d15 mm PVC-SEL 2 x 2.5 mm2 - d15 mm PVC-SEL 3º PISO RESERVA C-1 C-2 C-3 2x15 2x15 P P P ALUMBRADO 2º PISO 2 x 2.5 mm2 - d15 mm PVC-SEL TOMACORRIENTE 2º PISO 2 x 2.5 mm2 - d15 mm PVC-SEL ALUMBRADO 3º PISO 2 x 2.5 mm2 - d15 mm PVC-SEL TOMACORRIENTE 3º PISO 2 x 2.5 mm2 - d15 mm PVC-SEL P P 2x20 AMP. 2x20 AMP. 2x20 AMP. 2 x 4 mm2TW d.20 mm PVC-SEL 2 x 2.5 mm2 TW- d15 mm PVC-SEL 2 x 4 mm2 TW- d20 mm PVC-SEL 2 x 4 mm2 TW- d20 mm PVC-SEL B NOTA: CIRCUITOS NO ACOTADOS DEBE ENTERDERSE 2x 2.5 mm2 TW, TUBERIA PVC -SEL d 15 mm Kwh CAJA DE PASO METALICA DE 4" x 4" A RED B.T. DE HIDRANDINA 220v- 60Htz Sc(ab) S S Sc Sc Sc Sc Sc Sc Sc Sc Sc(ab) C-2 C-1 S S Sx,y Sc Sc Sc(m) S x x y y a b m m Sc S S Sc Sc Sc Sc(y) Sc(y) Sc(x) Sc(a,b) Sc(x) Sc Sc(a,b) Sc(m) n m a b a x x y y S Sc Sc(n) Sc Sc LLEGA Y SUBE 2x2.5mm2TW LLEGA Y SUBE 2x4mm2TW C1 C2 LLEGA Y SUBE 2x 2.5 mm2 2 x 1.5 mm2 TW d15 mm PVC-SEL 450.00 .15 mm 2.5 mm2 7.03 5.62 DUCTO d PVC-SAP CALIBRE (TW) 1 Fusel (Amp.) CALCULO ALIMENTADOR PRINCIPAL IN (Amp.) CALCULO DE MAXIMA DEMANDA 1113.00 T O T A L CARGAS FIJAS ELECTROBOMBA 1/2HP 03 100 02 663.00 25 26.52 ALUMBRADO Y TOMACORRIENTES ESCALERA MAXIMA % (W/m2) (m2) DEMANDA F.D. C.U. AREA DETALLE DEL USO POS .20 mm 4mm2 13.85 11.08 DUCTO d PVC-SAP CALIBRE (TW) 1 Fusel (Amp.) CALCULO ALIMENTADOR PRINCIPAL IN (Amp.) CALCULO DE MAXIMA DEMANDA TIPICA 2194.07 T O T A L 2194.07 100-35 25 102.18 ALUMBRADO Y TOMACORRIENTES 01 MAXIMA % (W/m2) (m2) DEMANDA F.D. C.U. AREA DETALLE DEL USO POS VIVIENDA PRIMER PISO ZONAS COMUNES VIVIENDAS SEGUNDO Y TERCER PISO 2(2 x 4 mm2 TW) d20 mm PVC-SEL LLEGA Y SUBE 2x 1.5 mm2 PLANTA TIPICA 2º y 3º PISO INDICA NUMERO DE CONDUCTORES EN LA TUBERIA LEYENDA SIMBOLO SPORT LIGHT TUBERIA EMPOTRADA EN TECHO O PARED TUBERIA EMPOTRADA EN PISO O PARED TUBERIA EMPOTRADA PARA TIMBRE CONDUCTO SUBTERRANEO CENTROS DE LUZ SALIDA PARA BRAQUETE DESCRIPCION SALIDA PARA INTERCOMUNICADOR h=1.50 TABLERO GENERAL EMPOTRADO EN PARED h=1.50 SALIDA PARA TOMACORRIENTE SIMPLE SALIDA PARA TOMACORRIENTE A PRUEBA DE AGUA IE-01 PROPIETARIO : INSTALACIONES ELECTRICAS Y DETALLES PROPIETARIO : PROYECTISTA : PLANO : 1/50 CAD : ESCALA : FECHA : PLANO N° : VIVIENDA MULTIFAMILIAR OBRA : \A1;.05 \A1;.15 \A1;.30 \A1;.10 \A1;.50 \A1;.060 \A1;.065 \A1;.060 \A1;.065 \A1;1.70 PLANTA 1º PISO Niv. Min.de agua Niv. máx.de agua \A1;SOMBRERO DE VENTILACION TUB. REBOSE d2"-PVC 5 BRECHA DE AIRE TUB. DE LIMPIEZA d2"-PVC \A1;AUTOMATICO \A1;TAPA ENTRADA DE AGUA d1"-PVC TANQUE "ROTOPLAST" O SIMILAR \A1;VALV. COMP. d3/4" \A1;TUB. DE DISTRIB. AGUA d3/4"-PVC IMPULSION DE AGUA d1"-PVC \A1;Boya DETALLE DE TANQUE ELEVADO ESC. 1/25 CAPACIDAD=1.10m3. Nivel de Arranque Nivel de Parada 5 5 \A1;INTERRUPTOR AUTOMATICO NIVEL DE AGUA \A1;VALVULA DE PIE \A1;CANASTILLA DE SUCCION -0.4986790951276703 P=1% 5 5 5 DETALLE DE CISTERNA ESC. 1/25 CAPACIDAD: 2.35x1.35x1.70=5.40m3. ELECTROBOMBA 1/2HP TUB. SUCCION d1" TUB. IMPULSION d1" DESCRIPCION MEDIDOR DE AGUA SIMBOLO LEYENDA TUBERIA DE AGUA FRIA TEE CODO DE 90° VALVULA COMPUERTA VALVULA CHECK GRIFO DE RIEGO CAJA DE REGISTRO TUBERIA DE DESAGUE DE d4" TUBERIA DE DESAGUE DE d 2" CODO DE 45 REGISTRO ROSCADO DE BRONCE TRAMPA "P" SUMIDERO CODO DE 90 TUBERIA VENTILACION d 2" YEE SIMPLE 5 5 TUBERIA PVC DE AGUA FRIAd 1/2" TUBERIA PVC DESAGUE d 4" TUBERIA PVC DESAGUEd 4" A COLECTOR PUBLICO DE RED PRINCIPAL CISTERNA BAJA TUBERIA PVCd 4" BAJA TUBERIA PVCd 4" LLEGA TUBERIA DE AGUA DE TANQUE ELEVADO PVC d 3/4" BAJA TUBERIA PVCd 4" LLEGA TUBERIA PVC d 4" LLEGA TUBERIA PVCd 4" LLEGA TUBERIA PVC d 4" 5 AGUA DESAGUE .30 x .60 C.F.= - .30 C.T.= +.15 .30 x .60 C.T.= +.15 C.F.= - .40 .30 x .60 C.T.= _+0.00 C.F.=-.52 TUBERIA Co No d 6" PENDIENTE = 1.5% Y SUBE TUBERIA VENTILACION PVC d 4" TAPA SANITARIA .60 x .60 TUBERIA DE AGUA FRIA PVC d 1/2" 1 2 16 17 18 19 20 21 8 9 10 12 13 14 11 15 PLANTA TIPICA 2 y 3ºº PISO DORMITORIO DORMITORIO COMEDOR SALA ESTUDIO BAÑO DORMITORIO DORMITORIO COCINA DORMITORIO PATIO RECIBO PATIO BAÑO COCINA COMEDOR SALA IS-01 PROPIETARIO : INSTALACIONES SANITARIAS Y DETALLES PROPIETARIO : PROYECTISTA : PLANO : 1/50 CAD : ESCALA : FECHA : PLANO N° : VIVIENDA MULTIFAMILIAR OBRA :

Language	Spanish
Drawing Type	Full Project
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio
Tags	apartaments, apartment, autocad, building, condo, details, DWG, eigenverantwortung, Family, floors, full, group home, grup, mehrfamilien, multi, multifamily housing, ownership, partnerschaft, partnership, Project