Prado Residence Two Fronts DWG Full Project for AutoCAD

Prado Residence Two Fronts DWG Full Project for AutoCAD

PROJECT COMPLETE housing two fronts Location, architecture, high shear., Foundations, lightweight, inst. electrical and sanitary.

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

sifted earth mixed with magnesium sulfate, staple or connector, earth well, variable in plant, typical cut of lightened, meeting in beams and columns, tank tank, overflow water register box, pump shut off, float, level useful water, automatic switch, glass, block wall, first floor, eaves, cl., room, study, kitchen – dining room, dining room, third floor, second floor, laundry, dorm. serv., tendal patio, balcony, hall, lift door projection, garage, window, width, height, door, sill, parquet floor, Venetian tile floor, vinyl floor, terrace, flagstone floor, pantry, garden, floor of natural stone, be, proy. low ceiling duct, beam projection, proy. of bow, proy. ducto, low ceiling projection, pastry brick coverage, proy.de eave, scx, sce, secondary network connection electrosur, therma, electrical diagram, therma electric, reserve, outlet, lighting, hydropneumatic pump, kh-h, kitchen, to intercom, output for speakers, comes from tg, fd, md, pi, area, cu, lighting and outlet covered area, description, water pump, lighting and outlet free area, water heater, load table, intercom and intercom, output for television – cable and radio, grounding, output for fluorescent ceiling device, exit for artef. in the circular fluorescent ceiling, distribution board, general board, watt-hour meter, single and double outlet, bracket outlet on the wall, description, telephone outlet, circuit in duct embedded in the floor, circuit in condunto inlaid in the roof, switch switch, single pole switch, double, triple, bell circuit, spot light, step box, symbol, kw-h, height, legend, outputs for dichroic lights, foundations, beams, lightweight slab, columns, specifications techniques, detailing of columns and plates, stair detail, npt, second section, first section, spacing at each end, frame stirrups, type, slabs, overlaps and splices, rmin., abutments, columns, splices l, central third., armature in one, of light of the slab or, beam on each side of, the supporting column., splices of the reinforcement, colum., slabs and beams, anchoring of column in continuous foundation, screed in footing, overburden , foundations cor ridos, nfp, foundation, see table of stirrups, flooring, typical court shoe, variable, cut aa, tank structure, plant, cut, overburden, specification, nfp., foundation beam, shoe, frame of stirrups, detail of beams, going, slabs and beams, splices, rear elevation, facade, bedroom, roof, court bb, rear fence lift, lift main fence, facing brick edge, veneer with stone slab, sanitary detail of electric heater, ntt, box blind with threaded register, drainage pipe, universal joint gate key, bronze threaded register on floor, check valve, irrigation tap, water meter, potable water pipe, ventilation pipe, valve box detail, pump hydropneumatic, projection tqe cistern, heater, stopcock, public network of drinking water

Raw text data extracted from CAD file:

4.00 0.15 2.15 0.15 0.60 2.85 0.15 0.63 3.00 3.85 0.15 1.50 4.20 4.42 3.57 4.00 0.30 0.15 3.00 0.60 0.15 1.50 0.15 1.50 0.15 0.60 1.60 3.00 0.25 0.25 0.25 0.15 2.85 0.60 0.15 2.15 0.15 0.70 2.85 0.15 0.30 4.00 0.63 0.63 0.38 2.90 2.95 3.00 4.95 0.15 2.95 0.15 1.00 0.15 1.00 0.15 0.70 2.85 0.15 4.88 4.00 7.95 1.85 0.15 3.95 1.80 0.15 4.00 0.15 0.15 3.93 3.555 3.625 3.93 3.30 3.95 3.45 3.95 5.97 5.97 6.25 6.25 20.25 20.25 0.15 2.60 0.15 1.60 0.15 4.00 0.25 3.37 0.88 4.00 7.93 2.50 4.00 0.25 4.78 3.93 2.95 3.00 3.00 1.90 3.00 3.00 8.10 0.15 0.15 0.15 0.25 1.16 1.57 45¡Æ 0.10 0.05 0.05 0.05 0.10 2.95 3.00 3.00 1.90 3.00 0.10 0.05 0.05 0.10 2.90 2.95 3.00 0.05 2.95 3.00 2.38 2.90 2.37 4.00 0.05 0.10 4.20 0.20 0.10 0.15 0.50 0.50 0.80 2.10 0.5 0.5 TIERRA CERNIDA MEZCLADA CON SULFATO DE MAGNESIO GRAPA o CONECTOR VARILLA DE COBRE DE d 1/2" 0.2000000000000171 0.0999999999999943 0.1500000000000057 ESCALA = 1/25 POZO DE TIERRA 0.7999999999999545 2.099999999999994 TAPA CUADRADA DE F\U+00BAF\U+00BA 0.10 0.70 0.60 0.15 0.20 0.30 VARIABLE EN PLANTA 0.30 0.075 0.10 0.50 0.40 0.50 0.25 0.50 0.50 0.15 0.20 0.15 0.50 0.15 0.15 0.15 0.25 1.40 0.95 0.15 0.15 0.60 0.15 0.50 0.10 0.60 0.15 0.15 0.15 1.20 0.15 0.15 1.40 0.15 0.60 0.10 0.10 0.15 0.15 0.15 0.15 0.50 1.70 1.95 0.25 0.15 1.60 0.25 0.15 0.35 1.68 3.13 3.13 0.10 0.10 2.90 0.10 3.00 0.05 0.65 0.05 1.90 3.00 0.10 2.95 3.00 0.05 2.725 0.15 0.45 0.20 0.15 0.15 0.10 0.25 0.25 0.30 1.30 1.30 1.30 0.80 2.725 0.275 0.275 2.80 3.175 2.425 2.30 0.275 2.30 0.275 2.80 3.175 1.875 4.25 1.825 4.00 3.93 3.95 4.00 0.25 0.25 0.15 0.25 0.20 0.50 0.70 0.20 0.175 0.20 0.50 0.175 0.50 0.80 0.90 0.60 0.30 0.95 0.70 \A1;L \A1;L \A1;L \A1;L 0.25 0.25 0.30 0.15 0.25 0.20 0.50 0.15 0.90 0.15 0.20 0.10 0.10 0.15 0.15 0.10 0.10 0.70 0.60 2.60 0.40 0.10 0.50 1.20 0.10 0.50 1.20 0.25 0.25 0.40 0.50 0.40 0.10 0.30 0.10 0.30 0.10 0.20 0.15 0.05 0.0999999999999091 0.3000000000000682 0.1000000000000227 0.2999999999999545 0.1000000000001364 0.1999999999999318 0.1499999999999204 CORTE TIPICO DE ALIGERADO ESCALA = 1/10 refuerzo de temperatura d 1/4" @ 0.25 0.0500000000000114 0.25 0.25 0.25 0.25 0.25 ESCALA = 1/25 ENCUENTRO EN VIGAS Y COLUMNAS 0.25 0.25 0.25 0.20 0.20 0.25 0.15 0.10 0.20 3.93 4.00 0.65 0.275 2.30 2.425 0.625 0.95 3.62 0.95 1.30 0.90 1.30 0.90 0.55 0.55 0.55 0.55 1.10 1.10 0.55 0.55 1.10 1.10 0.55 0.55 4.00 3.95 1.27 4.00 3.93 1.20 1.20 1.20 1.20 0.55 0.55 1.10 1.10 3.95 4.00 0.55 0.55 1.10 1.10 3.93 4.00 3.62 1.10 1.10 0.55 0.55 4.00 3.95 0.60 1.00 1.00 1.00 1.00 1.00 0.45 0.65 0.65 0.45 1.00 1.00 1.00 1.00 1.00 0.60 1.00 1.00 0.60 0.60 0.25 0.20 0.20 0.25 0.25 0.20 0.20 0.25 0.25 0.20 0.20 0.25 1.00 1.00 0.60 1.00 1.00 1.00 1.00 1.00 0.45 0.65 0.65 0.45 1.00 1.00 1.00 1.00 1.00 0.60 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.80 1.30 1.30 0.80 0.80 1.30 1.30 0.80 0.15 0.15 0.15 0.15 0.25 0.20 0.25 0.20 0.20 0.25 1.90 3.00 4.73 0.05 3.00 2.30 0.05 2.90 0.10 0.10 2.95 3.00 0.05 2.725 1.90 3.00 1.28 0.10 2.95 3.00 0.05 4.95 0.05 3.00 0.05 2.90 0.10 3.00 3.00 0.05 2.90 0.10 2.95 3.00 0.05 2.30 0.65 2.30 0.65 2.50 0.19 2.80 1.11 2.60 0.15 0.20 1.60 0.90 0.20 0.40 0.10 2.00 0.20 2.60 0.74 1.94 2.72 0.20 2.60 2.50 0.20 1.50 1.00 0.20 1.50 1.00 0.20 2.60 0.30 0.50 2.00 0.50 1.00 0.50 2.00 0.50 1.00 0.50 1.53 1.37 0.10 0.50 0.05 1.30 1.20 0.15 0.35 0.15 0.15 0.55 0.10 0.05 0.15 0.50 0.15 0.15 0.15 0.75 1.70 0.15 0.15 1.40 0.549999999999983 0.0999999999999943 0.0500000000000114 0.1500000000000341 0.1499999999999773 TANQUE CISTERNA AL DESAGUE d 2" 0.5 0.0500000000000114 CAJA DE REGISTRO DE REBOSE DE AGUA 0.0999999999999943 0.1500000000000909 0.7500000000001137 APAGADO DE BOMBA CAP.: 2000 Lt FLOTADOR (CORTE A-A) ESCALA = 1/25 0.1499999999998636 d 1" nivel de agua util 0.5 1.699999999999818 1.300000000000011 0.1499999999998636 0.3500000000000227 LIMPIEZA d 1 1/2" TAPA SANITARIA 0.30 x 0.40 m. SUBE AL TANQUE ELEVADO d 1" INTERRUPTOR AUTOMATICO TAPA SANITARIA 0.60 x 0.60 m. 0.1499999999999773 (PLANTA) REBOSE DE AGUA y LIMPIEZA d 2" PVC 1.199999999999989 0.1499999999999773 0.1500000000000057 A IMPULSION d 1" PVC ESCALA = 1/25 FLOTADOR 0.1500000000000909 REBOSE DE d 2" TANQUE CISTERNA CAP.: 2000 Lt TAPA SANITARIA 0.60 x 0.60 m. 1.399999999999977 d 3/4" PVC A \A1;.15 \A1;.25 \A1;.30 \A1;.10 3.30 3.95 3.45 3.95 5.97 5.97 6.25 6.25 20.25 20.25 5 5 5 5 5 5 5 5 5 5 7.93 5 C 5 5 DE VIDRIO MURO BLOCK 4.78 3.93 PRIMERA PLANTA B A 6 5 4 3 2 B A 1 5 5 5 5 5 5 5 5 5 5 5 PROYECCION DE ALERO 0.50 x 0.40 x 2.20 1.50 x 2.10 x 0.50 4.00 x 2.10 x 0.50 M=2.00 x 2.60 1.50 x1.40x1.20 1.00 x 2.10 0.90 x2.10 0.90 x2.10 0.70 x2.10 0.90 x2.10 NPT=+0.15 NPT=+/- 0.00 NPT=+0.15 NPT=+0.15 CL. 8 7 6 5 4 3 2 1 SALA ESTUDIO COCINA - COMEDOR DIARIO COMEDOR 3.93 3.555 3.625 3.93 TERCERA PLANTA SEGUNDA PLANTA 0.80 x 0.80 x 1.70 1.50 x 1.50 x 1.00 0.50 x 2.40 x 0.10 0.90 x2.10 0.80 x2.10 NPT=+5.65 23 22 21 20 19 18 17 LAVANDERIA DORM. SERV. PATIO TENDAL 24 31 30 29 28 27 26 25 32 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C A B A B B B B B A C PROYECCION DE ALERO PROYECCION DE ALERO PROYECCION DE ALERO 0.50 x 2.40 x 0.10 0.90 x2.10 0.80 x2.10 0.90 x2.10 0.80 x2.10 0.90 x2.10 0.90 x2.10 M=1.75 x 2.50 M=1.67 x 2.50 2.50 x 1.50 x 1.00 2.10 x 1.50 x 1.00 1.50 x 1.50 x 1.00 NPT=+2.95 BALCON 20 19 18 17 CL. CL. 16 9 10 11 12 13 14 15 8 7 6 5 BA\U+00D1O DORMITORIO - 1 DORMITORIO - 2 BA\U+00D1O HALL DORMITORIO - 4 DORMITORIO - 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 5 5 5 A B 3 4 5 6 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7.95 C 5 5 3.95 1.80 A 7 B A PROYECCION DE PUERTA LEVADIZA 5 5 5 NPT= - 0.30 COCHERA A B C A A B A C 7 5 VENTANA ANCHO ALTO PUERTA ANCHO ALTO ALFEIZAR PISO DE CERAMICA 0.40x0.40 PISO DE CERAMICA 0.30x0.30 PISO PARQUET PISO PARQUET PISO PARQUET PISO PARQUET PISO DE LOSETA VENECIANA PISO VINILICO TERRAZA MURO DE LADRILLO CARAVISTA H=4.00 MURO DE LADRILLO CARAVISTA H=4.00 PISO DE PIEDRA LAJA PISO DE CERAMICA 0.30x0.30 DESPENSA FRANJAS DE CANTO RODADO d 1" @ 1.50 NPT=+/- 0.00 JARDIN PROYECCION DE ALERO PISO DE PIEDRA NATURAL SARDINEL H=0.50 SARDINEL H=0.50 ESTAR PISO CARAMICA 0.20 x 0.20 SH PROY. DUCTO TECHO BAJO PROYECCION DE ALERO PROYECCION DE ALERO PROYECCION DE VIGA 5 5 PROY. DE ARCO PROY. DUCTO PROY. DUCTO CL. CL. CL. PROYECCION DE TECHO BAJO 1.50 x 1.50 x 1.00 COBERTURA DE LADRILLO PASTELERO COBERTURA DE LADRILLO PASTELERO BA\U+00D1O PROY.DE ALERO PROY. DUCTO 5 1 2 PROYECCION DE ALERO PROYECCION DE ALERO + 0.15 1.15 x 2.10 MURO DE LADRILLO CARAVISTA H=3.00 MURO DE LADRILLO CARAVISTA H=3.00 MURO DE LADRILLO CARAVISTA H=4.00 MURO DE LADRILLO CARAVISTA H=4.00 CL. CL. PROYECCION DE ALERO PROYECCION DE ALERO Nv=- 0.50 0.89x2.10x0.50 0.625x2.10x0.50 PLOTEAR= A1 - ESC=1/50 5 2¢¥ 5 5¢¥¢¥ 5 3¢¥ 5 5¢¥ 5 6¢¥ 6 5 4 3 2 5 5 5 5 5 5 2¢¥ 5 5¢¥¢¥ 3 4 5 6 5 5 5 5 3¢¥ 5 5¢¥ 5 6¢¥ 6 5 5 5 5 5¢¥¢¥ 6 5 5 5 5 5¢¥ 5 5 6¢¥ 4 5 2Sca,b TD-1 M-1 Scx x Scx x 2 x 6 mm2 TW - 25 mm PVC por piso Sce e e Sce f S S 2Se,d S 2Sw,k S S S S S 2Sf,g 2Sca,b C-1 C-2 P P CONEXION A RED SECUNDARIA ELECTROSUR ESTUDIO PRIMERA PLANTA SALA COMEDOR TERCERA PLANTA SEGUNDA PLANTA PROYECCION DE ALERO PROYECCION DE ALERO PROYECCION DE ALERO PROYECCION DE ALERO BALCON LAVANDERIA CL. PATIO TENDAL BA\U+00D1O DORMITORIO - 1 DORMITORIO - 2 BA\U+00D1O HALL DORMITORIO - 4 P S Scx Scx THERMA C-2 TD-2 C-3 C-2 DIAGRAMA ELECTRICO 2 x 20 A THERMA ELECTRICA 2 x 4 mm2 TW - 20 mm PVC C-3 2 x 20 A C-4 RESERVA 2 x 4 mm2 TW - 20 mm PVC 2 x 2.5 mm2 TW - 20 mm PVC TOMACORRIENTE ALUMBRADO 2 x 20 A C-1 TD-2 C-2 2 x 20 A 2 x 20 A 2 x 15 A 2 x 15 A 2 x 20 A 2 x 20 A 1 x 4 mm2 TW - 20 mm PVC TD-1 C-1 2 x 20 A POZO DE TIERRA RESERVA ALUMBRADO TOMACORRIENTE 2 x 2.5 mm2 TW - 20 mm PVC 2 x 4 mm2 TW - 20 mm PVC S C-5 BOMBA HIDRONEUMATICA C-6 RESERVA 2 x 20 A CONEXION A RED SECUNDARIA ELECTROSUR USAR CONDUCTOR CONCENTRICO 2 x 6 mm2 2 x 4 mm2 TW - 20 mm PVC 2 x 4 mm2 TW - 20 mm PVC 2 x 4 mm2 TW - 20 mm PVC C-5 C-4 C-3 2 x 20 A 2 x 20 A 2 x 20 A 2 x 6 mm2 TW - 25 mm PVC 2 x 30 A Kh-H TOMACORRIENTE TOMACORRIENTE 2 x 2.5 mm2 TW - 20 mm PVC C-1 - C-2 2 x 15 A TG-1 ALUMBRADO S S S S S 2Sh,i S C-2 C-1 C-4 C-1 P TG - 1 PROYECCION DE PUERTA LEVADIZA COCHERA BA\U+00D1O PROYECCION DE ALERO DORMITORIO - 3 COCINA DORM. SERV. C-3 I 2 x 16 mm2 TW - 15 mm PVC por piso a intercomunicador VIENE d 20 mm PVC de 2do. PISO TV TV BAJA y VIENE d 20 mm PVC de AZOTEA DONDE TERMINA EN CODO SALIDA PARA PARLANTES T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T SUBE A TD-1 y TD-2 LLEGA DE TG LLEGA DE TG d 20 mm PV 1 x 4 mm2 TW POZO DE TIERRA P P g g i i P P P 0.35 1.00 F.D. (Kw) 2.00 M.D. 1.07 (w) 2000 P.I. 3064 (m2) AREA 202.55 25 (w/m2) C.U. 1.00 1.00 1.00 1.00 1.10 1.00 0.56 0.434 TOTAL: 6.62 1000 434 1100 562 86.85 5 TOTAL: 8160 Alumbrado y Tomacorriente Area Techada DESCRIPCION Cargas M\U+00F3viles Bomba de Agua Alumbrado y Tomacorriente Area Libre Calentador de Agua CUADRO DE CARGAS PORTERO ELECTRICO y INTERCOMUNICADOR SALIDA PARA TELEVISION - CABLE Y RADIO PUESTA A TIERRA SALIDA PARA ARTEFACTO EN EL TECHO FLUORESCENTE SALIDA PARA ARTEF. EN EL TECHO FLUORESCENTE CIRCULAR TABLERO DE DISTRIBUCION TABLERO GENERAL CONTADOR WATT - HORA TOMACORRIENTE SIMPLE Y DOBLE SALIDA PARA BRAQUETE EN LA PARED D E S C R I P C I O N SALIDA PARA TELEFONO CIRCUITO EN CONDUCTO EMBUTIDO EN EL PISO CIRCUITO EN CONDUNTO EMBUTIDO EN EL TECHO INTERRUPTOR DE CONMUTACION INTERRUPTOR UNIPOLAR SIMPLE, DOBLE, TRIPLE INDICAN MAS DE 2 CONDUCTORES CIRCUITO DE TIMBRE I SPOT LIGHT CAJA DE PASO TV P R 3S S Sc 2S SIMBOLO Kw-h 1.40 2.20 1.80 1.80 2.20 1.10 0.40 2.00 0.40 0.40 1.40 0.40 1.00 (NPT) ALTURA LEYENDA 1¡Æ, 2¡Æ y 3¡Æ PISO b b b b b b b a a a a a a a C-2 SALIDAS PARA LUCES DICROICAS P P 2Sr,g r BAJA CIRCUITO (Sg) LLEGA CIRCUITO 2\U+00B0 PISO (Sg) f h h w k d e PLOTEAR= A1 - ESC 1/50 ESTUDIO COMEDOR COCINA SALA COCHERA 1 d 1/2" @ 0.20 5 5 1 d 1/2" @ 0.20 1 d 1/2" @ 0.20 1 d 1/2" @ .20 1 d 1/2" @ .20 1 d 1/2" @ .20 Z-3 5 5 C-4 C-3 C-3 C\U+00B4-2 Z-3 Z-1 C-1 C-4 C-4 CC-3 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-1 C-2 C-1 C\U+00B4-1 Z-3 Z-3 Z-3 Z-1 Z-1 Z-2 Z-2 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-2 CC-2 CC-2 CC-4 CC-2 CC-2 CC-2 CC-2 CC-2 JARDIN CC-2 CC-2 S-1 S-1 S-1 C-3 C-3 2.725 0.275 0.275 5 3.175 2.425 5 0.275 5 0.275 5 3.175 1.875 5 1.825 5 3.93 3.95 5 C B A C B A CIMENTACION VIGAS Ladrillo tipo II RNC, f\U+00B4m=35 Kg/cm2 Mortero = 1:4, cemento-arena LOSA ALIGERADA \LALBA\U+00D1ILERIA\l SOBRECIMIENTOS : Concreto f`c=100 Kg/cm2, C:H (1:8+25% P.M. 3") ZAPATAS : f\U+00B4c = 175 Kg/cm2 COLUMNAS : f`c = 210 Kg/cm2 VIGAS : f`c = 210 Kg/cm2 ACERO : Fy = 4200 Kg/cm2 TERRENO t = 1.5 Kg/cm2 , (verificar en obra hasta encontrar suelo firme) \LRECUBRIMIENTOS LIBRES COLUMNAS ALIGERADO : f`c = 210 Kg/cm2 \LCONCRETO ARMADO ESPECIFICACIONES TECNICAS CIMIENTOS : Concreto f`c=80 Kg/cm2, C:H (1:10+30% P.G. 6") \LCONCRETO SIMPLE DETALLED DE COLUMNAS Y PLACAS 0.25 P-1 4 d 5/8" \Ftxt.shx|c0; tipo - 1 0.25 0.15 C-4 4 d 3/8" 0.25 tipo - 2 1 0.20 0.50 1 d 1/2" @ 0.20 ESCALA = 1/25 0.70 0.20 DETALLE DE ESCALERA 1 d 1/2" @ 0.20 1 d 3/8" @ 0.30 0.175 NPT 16 15 14 13 1 d 1/2" @ 0.20 1 d 1/2" @ 0.20 e = 0.15 1 d 1/2" @ 0.20 0.20 1 d 1/2" @ 0.20 1 d 3/8" @ 0.15 SEGUNDO TRAMO 11 12 10 5 8 9 0.175 e = 0.15 5 1 d 1/2" @ 0.20 5 7 8 PRIMER TRAMO 2 3 4 6 1 d 3/8" @ 0.30 1 d 1/2" @ 0.20 1 d 3/8" @ 0.15 5 0.90 0.60 0.30 0.95 0.70 ESPACIAMIENTO EN CADA EXTREMO 1@ 0.05, 5@ 0.10, 2@ 0.15, resto @ 0.20 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.20 CUADRO DE ESTRIBOS TIPO 1 2 d 3/8" 1/4" ESCALA = 1/50 - - LOSAS, 60 30 40 50 VIGAS (cm) TRASLAPES Y EMPALMES - - 5/8" 6mm 3/8" 1/2" d Rmin. 1.5cm 2.0cm No se empalmar\U+00E1n m\U+00E1s de 50% de la misma secci\U+00F3n. se ubicar\U+00E1n en el ESTRIBOS EN COLUMNAS L Los empalmes L L 10cm 15cm tercio central. armadura en una d 6mm 3/8" R - - superior (negativo) en una longitud de 1/4 de luz de la losa o viga a cada lado de la columna de apoyo. empalmes del refuerzo No se permitir\U+00E1n 50 30 40 COLUM. (cm) LOSAS Y VIGAS L L L 0.25 0.25 ANCLAJE DE COLUMNA EN CIMIENTO CORRIDO ESCALA = 1/25 f' c = 100 kg/cm2 CIMIENTO CEMENTO - HORMIGON 1 : 10 + 30% DE PIEDRA GRANDE (6") f' c = 100 kg/cm2 SOBRECIMIENTO CEMENTO - HORMIGON 1 : 8 + 25% DE PIEDRA MEDIANA (3") ALBANILERIA CONCRETO O ARCILLA 25% PERFORACIONES MORTERO (1:4) fm = 35 kg/cm2 tipo - 1 0.30 0.15 tipo - 2 0.25 4 d 1/2" \Ftxt.shx|c0;\H0.7501x; C-2 C-3 ESCALA = 1/25 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 0.20 0.50 0.15 NPT +0.15 VC-1 (0.25x 0.50) Cemento - Hormigon 1:12 SOLADO EN ZAPATA 0.10 0.50 1.20 A SOLADO EN ZAPATA Cemento - Hormigon 1:12 s 1/2" : @ 0.25 en c/ext. 3d 1/2" 3d 1/2" ESCALA : 1/25 0.10 0.50 1.20 0.25 SOBRECIMIENTO 0.25 0.40 0.50 0.90 0.40 CC-4 CIMIENTOS CORRIDOS CC-2 CC-3 ESCALA = 1/25 0.15 0.20 0.10 0.10 NFP 0.15 0.15 NFP 0.10 0.10 0.10 0.70 NFP 0.70 0.60 CIMIENTO estribo 1/4" @ 0.10 NPT +0.15 ver cuadro de estribos NTN \U+00B10.00 0.60 0.15 0.20 2.60 0.30 VARIABLE EN PLANTA SOLADO f'c = 100 Kg/cm2 ESCALA = 1/25 0.30 0.075 CORTE TIPICO DE ZAPATA 0.10 0.50 0.40 VARIABLE CC-2 CC-2 0.40 0.50 CORTE A-A 0.25 CIMIENTO ESC.= 1/25 0.50 6 d 1/2" d 1/4" @ 0.25 en c/ext. 0.50 NPT +0.15 SOBRECIMIENTO VARIABLE 0.15 0.20 ESTRUCTURA DE TANQUE CISTERNA 0.15 0.50 0.15 0.15 0.15 0.25 ESC 1/25 CAPACIDAD 2.00 M3 1.40 PLANTA 0.95 0.15 0.15 0.60 0.15 0.50 5 2¨ª3/8" ¨ª3/8" @ 0.25 ¨ª3/8" @ 0.25 0.60 2¨ª3/8" 0.15 0.15 0.15 ¨ª3/8" @ 0.25 ¨ª3/8" @ 0.25 1.20 0.15 0.15 1.40 CORTE 0.15 0.60 0.10 ¨ª 1/2" @ .25 0.10 0.15 0.15 0.15 0.15 0.50 ¨ª 3/8" @ .25 ¨ª 3/8" @ .25 ¨ª 1/2" @ .25 ¨ª 1/2" @ .25 ¨ª 3/8" @ .25 1.70 1.95 0.25 ¨ª 3/8" @ .25 0.15 1.60 VC-1 SARDINEL S-1 DE SOBRECIMIENTO ESPECIFICACION 0.25 0.15 0.35 NFP. ESC 1/20 VIGA CIMENTACION, ZAPATA : 7.50 cm : 3.00 cm : 2.50 cm : 2.50 cm 5 5 3.13 5 5 C-4 C-4 PLOTEAR =A1 - ESC:1/50 NFP=+0.10 P-1 P-2 P-1 Z-3 P-2 P-1 P-1 Z-3 P-1 Z-3 P-2 Z-3 5 5 7 6¢¥ 6 5 5 5 5¢¥ 5 4 3¢¥ 5 3 1 5 5 3 5 2 2¢¥ 1 5 6 5 5 5 5¢¥¢¥ 4 7 2.725 C-4 NFP=+0.10 NFP=+0.10 NFP=+0.10 C-3 2 d 1/2" \Ftxt.shx|c0;\H1.5x; 6 d 5/8" \Ftxt.shx|c0; 0.15 0.45 4 d 1/2"\H0.2x; tipo - 3 4 d 3/8"\H0.3333x; \Ftxt.shx|c0; 2 C-1 0.20 P-2 2 d 3/8" 2 tipo - 3 0.15 2 d 1/2"\Ftxt.shx|c0;\H0.3333x; 4 d 1/2"\H0.2x; 2 d 3/8" 0.15 0.10 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.20 1/4" 3 4 d 5/8" \Ftxt.shx|c0; 2 d 3/8" \Ftxt.shx|c0;\H1.5x; 0.25 0.25 tipo - 1 C\U+00B4-1 0.30 6 d 1/2" tipo - 1 C\U+00B4-2 \LDESPLAZAMIENTOS: VIVIENDAS: S/C = 200 Kg/cm2 FACTOR DE ZONA : Z = 0.40 \LPARAMETROS DE SITIO: \LSISTEMA ESTRUCTURAL PARAMETROS DE DISE\U+00D1O DUAL (Portico-Placas) FACTOR DE USO : U = 1.00 FACTOR DE SUELO : S = 1.20 *PERIODO DE VIBRACION DEL SUELO :Tp = 0.60 Seg. FACTOR DE DUCTILIDAD :R = 7 *COEFICIENTE DE SISMO :Ct = 45 x = 0.20 Cm y = 0.70 Cm \LSOBRECARGAS: ESCALERAS: S/C = 400 Kg/cm2 AZOTEA: S/C = 150 Kg/cm2 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 1@ 0.05, resto @ 0.10 3 2 1 TIPO ESPACIAMIENTO EN CADA EXTREMO CUADRO DE ESTRIBOS 1@ 0.05, resto @ 0.20 1/4" 1/4" 3/8" d 0.20 DETALLE DE VIGAS ESCALA = 1/25 tipo - 2 0.20 VA 0.25 4 d 1/2" tipo - 3 2 d 3/8" Vb 4 d 3/8" VA-1 tipo - 2 0.15 0.10 0.20 VA-1 VA-1 VA-1 VA-1 VA-1 VA-1 V-A V-A V-102 Vb V-A V-101 V-101 V-101 V-101 Vb Vb Vb V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-102 V-102 V-102 V-102 V-102 V-102 V-101 ALIGERADO 1ra PLANTA 3.93 A C B 4 5 5 0.275 5 2.425 0.625 5 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 3/8" 5 5 5 5 5 5 5 5 5 5 1 d 3/8" 1 d 1/2" 1 d 3/8" V-1 1 d 1/2" 1 d 3/8" 5 5 5 5 1 d 1/2" 1 d 3/8" 1 d 3/8" 1 d 1/2" 5 5 5 5 1 d 1/2" 6 VIG. 6 VIG. 6 VIG. 6 VIG. 1 2 2 3 5 A 3.95 B C 1 5 COLUMNAS Ubicar en el 1/3 de H central y no mas del 50% H 5/8" 60 3/4" 80 50 60 L 1 (cm) 1/4" 30 d 3/8" 1/2" 40 50 L 1 L 2 (cm) - 30 40 LOSAS y VIGAS E M P A L M E S No se permitiran empalmes de refuerzo superior (negativo) en una longitud de 1/4 de la luz de la viga o losa a cada lado de la columna o apoyo 2 L VA-1 VA-1 VA-1 VA-1 VA-1 VA-1 V-A VA-1 VA-1 VA-1 VA-1 VA-1 VA-1 Vb Vb V-101 V-101 V-101 V-101 V-101 Vb Vb Vb V-A V-A Vb Vb V-A V-A VA-2 VA-2 VA-2 V-A V-101 V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-101 V-102 V-102 V-102 V-102 V-102 V-102 V-102 V-102 V-102 1 d 3/8" 1 d 3/8" 5 B C A 3.93 2 6 VIG. 2 7 VIG. 1 d 3/8" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 3/8" 1 d 1/2" 5 5 5 5 1 d 3/8" 1 d 1/2" 1 d 3/8" ALIGERADO 3ra PLANTA ALIGERADO 2da PLANTA C B 3.95 A 5 3 6 VIG. 1 d 1/2" 5 5 5 5 1 d 1/2" 1 d 3/8" 1 d 3/8" 3.93 A C B 5 5 1 d 3/8" 1 d 3/8" 1 d 1/2" V-1 5 5 5 5 1 d 1/2" 6 VIG. 12 VIG. 2 V-1 3 5 A 3.95 B C PLOTERAR = A1 - ESC 1/50 1 d 1/2" d 3/8" ; 1 @ 0.05, resto @ 0.10 1 d 1/2" Tipo 1 : 5 2 d 5/8" 1 d 5/8" 5 5 5 5 1 1 VIGA V-101 (0.25 x 0.20) V=1/20 ESCALA : H=1/50 5 2 d 5/8" 1 d 5/8" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 5 5 1 d 5/8" 1 d 5/8" 1 d 5/8" 2 d 5/8" 2 d 5/8" 5 1 1 5 5 5 5 2 d 5/8" 2 d 5/8" 1 d 1/2" 5 1 d 5/8" 1 d 5/8" 1 d 1/2" 1 1 5 5 2 d 1/2" 5 Tipo 1 : 1 d 1/2" d 3/8" ; 1 @ 0.05, resto @ 0.10 1 d 1/2" 1 d 1/2" 5 2 d 1/2" 2 d 1/2" 4 d 5/8" 3 d 5/8" 0.25 CORTE 1-1 0.20 0.20 CORTE 1-1 0.25 2 d 5/8"+1 d 1/2" 3 d 5/8" 4 d 1/2" 3 d 1/2" 0.25 CORTE 1-1 0.20 0.20 CORTE 1-1 0.25 2 d 1/2" 3 d 1/2" 4 d 1/2" 3 d 1/2" 0.25 CORTE 1-1 0.20 0.20 CORTE 1-1 0.25 2 d 5/8"+1 d \fComic Sans MS|b0|i0|c0|p66;1\fComic Sans MS|b0|i0|c0|p66;/\fComic Sans MS|b0|i0|c0|p66;2\fComic Sans MS|b0|i0|c0|p66;" 3 d 5/8" 2 d 1/2" 2 d 1/2" d 3/8" ; 1 @ 0.05, resto @ 0.10 Tipo 1 : 1 d 1/2" 5 5 1 1 1 d 5/8" 1 d 1/2" Tipo 1 5 1 d 1/2" 2 d 5/8" 1 d 5/8" 5 5 5 5 1 1 5 2 d 5/8" 1 d 5/8" 1 d 5/8" 1 d 1/2" 1 d 1/2" 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 2 d 1/2" 2 d 1/2" 5 ESCALA : H=1/50 V=1/20 VIGA V-102 (0.25 x 0.20) 1 1 5 5 5 5 2 d 1/2" 2 d 1/2" 5 Tipo 1 : 1 d 1/2" d 3/8" ; 1 @ 0.05, resto @ 0.10 2 d 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 d 1/2" 5 5 5 5 1 d 1/2" Tipo 2 5 2 d 1/2" 5 5 1 1 2 d 1/2" 2 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 ESCALA : H=1/50 V=1/20 VIGA V-A (0.25 x 0.20) 5 1 d 3/8" 1 d 3/8" 1 d 1/2" 1 d 1/2" 2 d 1/2" 1 1 5 5 2 d 1/2" 5 1 d 1/2" 5 5 5 5 Tipo 3 : d 1/4" ; 1 @ 0.05, resto @ 0.10 d 1/4" ; 1 @ 0.05, resto @ 0.10 Tipo 3 : 2 d 1/2" 1 1 2 d 1/2" 2 d 1/2" 2 d 1/2" 0.25 CORTE 1-1 0.20 3 d 1/2" 2 d 1/2"+1 d 3/8" 0.25 CORTE 1-1 0.20 0.20 CORTE 1-1 0.25 3 d 5/8" 4 d 5/8" 5 5 1 5 3 5 3¢¥ 4 5 5 5 5¢¥ 6 6¢¥ 5 5 1 2 5 2¢¥ 3 4 5 5 5 5 5¢¥¢¥ 6 2.725 6 5 5 5 2 5 2¢¥ 3 4 5 5 5 5 5¢¥¢¥ 1 5 3 5 3¢¥ 4 5 5 5¢¥ 6 6¢¥ 5 5 6 5 4 5 5 5¢¥ 6 6¢¥ 5 5 4 5 5 5 5 5¢¥¢¥ 3 5 5 5 5 3 5 5 5 Tipo 1 ELEVACION POSTERIOR FACHADA CORTE A-A 5 5 5 5 5 5 NPT=+/- 0.00 NPT=+0.15 NPT=+2.95 JARDIN ESTUDIO DORMITORIO BA\U+00D10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESTUDIO DORMITORIO NPT=+2.95 COMEDOR NPT=+0.15 NPT=+5.65 AZOTEA CORTE B-B NPT= -0.30 NPT=+5.65 NPT=+8.35 COCHERA COCINA DORM. SERV. DORMITORIO 5 5 5 5 5 5 5 5 5 5 ELEVACION CERCO POSTERIOR ELEVACION CERCO PRINCIPAL LOSA INCLINADA e=0.10, CON COBERTURA DE LADRILLO PASTELERO 0.20x0.20 LOSA INCLINADA e=0.10, CON COBERTURA DE LADRILLO PASTELERO 0.20x0.20 MURO DE LADRILLO CARAVISTA 0.14x0.24x0.10 MURO DE LADRILLO CARAVISTA 0.14x0.24x0.10 5 5 5 5 5 5 5 5 MURO DE LADRILLO CARAVISTA 0.14x0.24x0.10 MURO DE LADRILLO CARAVISTA 0.14x0.24x0.10 LADRILLO CARAVISTA DE CANTO LADRILLO CARAVISTA DE CANTO ENCHAPE CON PIEDRA LAJA ENCHAPE CON PIEDRA LAJA 5 CL. CL. CL. 5 5 PLOTEAR =A1 - ESC 1/50 1/2" ALIMENTACION ©ª1/2" DETALLE SANITARIA DE CALENTADOR ELECTRICO SIMBOLO M THERMA 1/2" CPVC 1/2" 1/2" RB=4" RB=4" RB=4" RB=4" RB=4" RB=4" 2" 4" llega desague tub. d 4" PVC baja desague tub. d 4" PVC baja desague tub. d 4" PVC y sube tub. vent. d 2" PVC baja desague tub. d 4" PVC y sube tub. vent. d 2" PVC Viene y baja de Therma Electrica d 1/2" CPVC 2" 2" COCINA 1/2" 1/2" 1/2" 1/2" llega desague tub. d 4" - 2\U+00BA piso 1/2" 1/2" CPVC 1/2" CPVC 1/2" CPVC 1/2" CPVC 1/2" CPVC 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 2" 2" 2" 2" 4" llega tub. vent. d 2" sube tub. vent. d 2" sube tub. vent. d 2" 2" 2" 4" 4" 4" 4" 4" 4" 2" 4" 4" 4" 4" 4" C.R.= 30 x 60 C.F.= - 0.65 C.T. = 0.00 M 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" Llega Agua Potable d 1/2 " PVC Viene y Sube Agua Potable d 1/2 " PVC Sube Agua Potable d 1/2 " PVC Llega de Therma Electrica ©ª1/2 " CPVC Baja de Thema Electrica ©ª1/2 " CPVC 1/2" S=2" DORMITORIO - 3 DORMITORIO - 4 HALL BA\U+00D1O DORMITORIO - 2 DORMITORIO - 1 BA\U+00D1O 5 6 7 8 15 14 13 12 11 10 9 16 32 25 26 27 28 29 30 31 24 PATIO TENDAL DORM. SERV. CL. LAVANDERIA 17 18 19 20 17 18 19 20 21 22 23 BALCON NPT=+2.95 PROYECCION DE ALERO PROYECCION DE ALERO PROYECCION DE ALERO PROYECCION DE ALERO PROYECCION DE ALERO SEGUNDA PLANTA TERCERA PLANTA BA\U+00D1O COMEDOR SALA 1 2 3 4 5 6 7 8 PRIMERA PLANTA ESTUDIO ESC. 1/20 NTT 2" REDUC. 2" - 1/2" AL DESAGUE ©ª2" DESCRIPCION LEYENDA CAJA CIEGA CON REGISTRO ROSCADO CAJA DE REGISTRO DE 30 x 60 cm TUBERIA DE DESAGUE LLAVE DE COMPUERTA ENTRE UNIONES UNIVERSALES YEE SANITARIA SIMPLE DE 45\U+00BA REGISTRO ROSCADO DE BRONCE EN PISO VALVULA CHECK GRIFO DE RIEGO CODO DE 90\U+00BA TEE DE 90\U+00BA TRAMPA "P" MEDIDOR DE AGUA TUBERIA DE AGUA POTABLE TUBERIA DE VENTILACION AL SERVICIO ©ª1/2" CORTE A-A DETALLE DE CAJA PARA VALVULA 5 BOMBA HIDRONEUMATICA PROYECCION TQE CISTERNA 2" 4" 2" 4" C.R.= 30 x 60 C.F.= - 0.80 C.T. = 0.00 descarga al colector p\U+00FAblico de desague ESC. 1/10 5 A A 5 COCHERA PROYECCION DE PUERTA LEVADIZA 1/2" 1/2" 1/2" CALENTADOR Llave de Paso 5 DESPENSA de la red publica de agua potable 1/2" PLOTEAR = A1 - ESC 1/50

Language	Spanish
Drawing Type	Full Project
Category	House
Additional Screenshots
File Type	dwg
Materials	Glass, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park, Deck / Patio, Garage
Tags	apartamento, apartment, appartement, architecture, aufenthalt, autocad, casa, chalet, complete, dwelling unit, DWG, foundations, fronts, full, haus, high, home, house, Housing, lightweight, location, logement, maison, Project, residên, residence, single family residence, unidade de moradia, villa, wohnung, wohnung einheit