Duplex Two -Family Housing DWG Plan for AutoCAD

Duplex Two -Family Housing DWG Plan for AutoCAD

two FAMILY HOUSING IN TWO LEVELS–ARCHITECTURAL PLANS FACADES , SECTIONS; plumbing

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

green vines, wood white ash, cross, diagonal, lot, detail of enclosure in ornamental iron, cutting line, Street, career, Street, lot, second floor architectural floor, hall, bedroom, living room, kitchen, dinning room, master bedroom, bath, yard, kitchen, living room, hall, bedroom, master bedroom, terrace, bath, finished floor, wall, completed, t.a., t.a., drain, finished floor, water storage tank lts, elbow rev, yee, elbow, tee, cutting line, Cutting plate section, vault, satin sky in machimbre, beam channel in concrete, cut, bath, undulating roof tile, kitchen, dining room, bedroom, bath, terrace, hall, bedroom, living room, kitchen, dinning room, master bedroom, bath, yard, kitchen, living room, hall, bedroom, master bedroom, terrace, bath, second floor architectural floor, hall, bedroom, master bedroom, bath, yard, living room, terrace, dinning room, bedroom, tv room, architectural floor first floor esc, kitchen, garage, living room, dinning room, tv room, hall, master bedroom, bedroom, yard, labors, bath, floor access, terrace, bath, career, Street, wrought iron bars, second floor plate projection, living room, concrete p.s.i, mesh, separators in, vault, concrete, stirrups, concrete cleaning, rectangular shoe, stirrups, concrete cleaning, plant, raised, eccentric, rectangular shoe, centered, plant, raised, varillas, n.p.t, level for wall tison, load, for floor, foundation beam, natural, load, level for wall tison, tee, for, Stirrup detail, Typical meeting of beams, of board of cm. maximum, steel, l. cms., joints in light beams, when they are rods of different diameter, the highest value will be taken., Mortar: type with thickness, reinforcement splices will not be allowed, beams columns cm., walls f’m:, lightened slab:, superior in a length, of the column., of beam light on each side, armed:, Technical specifications, concrete f’c, ocaros, Carlos Rosario, address: diag nº tel:, architect, budget., University of Atlantico Atl., construction two-family housing two floors, the Rose, magolina red, approval prop., modifications:, date:, observations:, scale:, :, architectural:, red atl, structural:, contains:, facilities structural facilities foundation details, In cad:, red atl, urban, career, Street, wrought iron bars, second floor plate projection, labors, living room, hall, yard, garage, master bedroom, bedroom, First floor plant, esc, bedroom, dinning room, hall, foundation beam, foundation plant, esc, kitchen, kitchen, bedroom, living room, labors, Second floor, esc, beam, tube of, beam, beam beam, beam, beam beam, perimeter, floor between floors, esc, tube of, terrace, about the race, esc, joist type, pipeline, siphon, pipeline, siphon, b.a.n second floor, pipeline, siphon, siphon, pipeline, siphon, b.a.n second floor, b.a.n towards floor, siphon, register machine, siphon, siphon, siphon, siphon, b.a.n towards floor, on the street, esc, career, Street, wrought iron bars, cover plant, esc, tube of, tube of, plate in concrete, pergolas in particular, electrical floor second floor, esc, tube of, a.w.g, a.a, drain, a.w.g nª, a.w.g nª, a.w.g nª, a.a, drain, a.w.g nª, a.t.d, a.w.g nª, a.w.g nª, a.a, drain

Raw text data extracted from CAD file:

0.45 0.406 0.508 0.53 0.47 0.775 0.46 0.30 0.0 0 0 1 0 0 1 1 1 ("" "") 0 ("nulldisp" "") -1 ("nullsurf" "") 1,1,1 -1,-1,-1 -1 GREEN VINES 0.9997,0.9997,0.9997 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.4")(11 "Kd" "0.71")(11 "Ks" "1")(11 "roughness" "0.94") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 WOOD - WHITE ASH 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.3")(11 "Kd" "1")(11 "Ks" "0.666667")(11 "roughness" "0.82") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 0.356 0.685 0.42 \A1;25.50 \A1;9.00 \A1;24.50 \A1;9.00 TRANSVERSAL 28 TRANSVERSAL 28 B DIAGONAL 20 DIAGONAL 20 B LOTE 5 9.00 24.50 9.00 \A1;1,74 \A1;0,12 \A1;0,12 \A1;0,15 DETALLE DE CERRAMIENTO EN HIERRO ORNAMENTAL 1.739130000000002 0.119940000000001 0.1199399999999975 Linea de Corte Linea de Corte 0.1499249999999986 CALLE 7c carrera 28 carrera 29 CALLE 7d 5 19.50 19.50 5 12 LOTE \A1;3.04 \A1;2.40 \A1;1.41 \A1;1.20 \A1;2.00 \A1;2.51 \A1;1.18 \A1;1.70 \A1;3.93 \A1;1.54 \A1;2.60 \A1;2.60 \A1;2.60 \A1;2.73 \A1;1.40 \A1;1.20 \A1;2.00 \A1;2.65 \A1;0.85 \A1;2.68 \A1;3.40 \A1;7.50 \A1;2.78 \A1;0.91 \A1;1.50 \A1;1.60 \A1;1.60 \A1;1.02 \A1;2.20 \A1;1.05 \A1;0.90 \A1;1.52 PLANTA ARQUITECTONICA SEGUNDO PISO B HALL ALCOBA SALA COCINA COMEDOR ALCOBA PRINCIPAL BAÑO PATIO PATIO COCINA SALA HALL ALCOBA ALCOBA PRINCIPAL TERRAZA TERRAZA 3.040000000000077 2.400000000000034 1.410000000000025 1.199999999999989 2.0 2.780000000000001 2.509999999999991 0.910000000000025 1.504999999999995 1.59786796564407 1.599495443351117 1.178370490960901 1.699999999999989 3.934384751079136 1.540000000000035 2.602132034355975 2.599999999999966 2.600000000000037 2.729999999999848 1.400000000000006 1.015530652842983 1.199999999999989 2.0 \Q15;Apto 2a \Q15;Apto 2b 2.201176993574279 BAÑO 1.05128265787863 0.9012826578785109 2.654473253372203 5 5 2.676152236891483 3.399999999999977 7.500000000000028 PISO TERMINADO PARED TERMINADA T.A. 0.550 \A1;0.440 \A1;0.440 0.795 0.53 0.165 0.27 0.076 T.A. DESAGÜE PISO TERMINADO 0.535 TANQUE DE ALMACENAMIETO DE AGUA 500 LTS codo 4" rev. yee 4x2 yee 4x4 codo 45 2" codo 45 4" yee2x2 tee 2x2 linea de corte 5 5 5 5 SECCION DE LA PLACA CORTE A A\U+00A8 BOVEDILLA 5 \A1;0.25 \A1;0.20 \A1;0.50 \A1;0.15 \A1;0.20 \A1;1,91 \A1;2,4 \A1;2,07 \A1;0,34 \A1;1,46 \A1;0,6 \A1;0,5 \A1;0,51 \A1;0,9 \A1;1 \A1;1,4 \A1;0,4 \A1;2,41 \A1;3,54 Cielo raso en Machimbre Viga Canal en Concreto Viga Canal en Concreto CORTE A - A" N + 0.00 BAÑO Teja Ondulada (P-7) Nº 8 COCINA SALA COMEDOR ALCOBA ALCOBA BAÑO TERRAZA 1.910398123920252 2.398800000000007 5 0.3398300000000052 1.45965598429702 0.6041380708665914 0.49975 0.5147425000000059 0.8995500000000177 0.9995000000000174 1.3993 0.3997999999999995 2.413792500000001 3.538230000000005 \A1;3.04 \A1;2.40 \A1;1.41 \A1;1.20 \A1;2.00 \A1;2.51 \A1;1.18 \A1;1.70 \A1;3.44 \A1;1.54 \A1;2.73 \A1;2.60 \A1;2.73 \A1;2.73 \A1;1.41 \A1;1.20 \A1;2.00 \A1;2.07 \A1;2.65 \A1;0.85 \A1;2.68 \A1;3.40 \A1;7.50 \A1;2.78 \A1;0.91 \A1;1.50 \A1;1.60 \A1;1.60 \A1;1.02 \A1;1.05 \A1;0.90 \A1;1.52 \A1;8.10 \A1;0.60 \A1;2.25 B HALL ALCOBA SALA COCINA COMEDOR ALCOBA PRINCIPAL BAÑO PATIO PATIO COCINA SALA HALL ALCOBA ALCOBA PRINCIPAL TERRAZA TERRAZA 3.040000000000077 2.400000000000034 1.410000000000025 1.199999999999989 2.0 2.779999999999987 2.509999999999991 0.910000000000025 1.504999999999995 1.59786796564407 1.599495443351117 1.178370490960901 1.699999999999989 3.435569394529679 1.540000000000049 2.732132034355971 2.599999999999966 2.730000000000047 2.729999999999848 1.409999999999997 1.015530652842983 1.199999999999989 2.0 \Q15;Apto 2a \Q15;Apto 2b 2.070759860069884 BAÑO 1.051282657878602 0.9012826578784967 2.654473253372203 5 5 2.676152236891483 3.399999999999977 7.500000000000028 8.101282657878485 0.6012598414869643 2.249996093784887 TV C A A \A1;3.04 \A1;2.40 \A1;1.41 \A1;1.20 \A1;2.00 \A1;2.78 \A1;2.51 \A1;2.49 \A1;2.00 \A1;3.93 \A1;2.73 \A1;2.73 \A1;1.41 \A1;2.07 \A1;2.51 \A1;3.40 \A1;7.50 \A1;11.87 \A1;0.91 \A1;1.02 \A1;1.05 \A1;0.90 \A1;8.10 \A1;0.60 \A1;2.25 PLANTA ARQUITECTONICA SEGUNDO PISO B HALL ALCOBA ALCOBA PRINCIPAL BAÑO PATIO SALA TERRAZA TERRAZA 3.040000000000077 2.400000000000034 1.410000000000025 1.199999999999989 2.0 2.779999999999994 2.509999999999991 0.910000000000025 2.489999999999995 2.002132034355952 3.929999999999986 2.730000000000047 2.729999999999848 1.410000000000011 1.015530652842983 2.070759860069884 1.051282657878602 0.9012826578784896 2.511694730837657 3.399999999999977 7.500000000000014 11.8700000000001 8.101282657878482 0.6012598414869714 2.249996093784887 COMEDOR ALCOBA SALA TV \A1;11.40 \A1;3.13 \A1;2.87 \A1;3.20 \A1;2.60 \A1;3.00 \A1;4.85 \A1;2.80 \A1;1.20 \A1;2.00 \A1;3.52 \A1;2.49 \A1;2.99 \A1;2.83 \A1;2.19 \A1;1.20 \A1;1.87 \A1;7.50 \A1;7.20 \A1;2.71 \A1;0.90 \A1;14.80 \A1;7.50 \A1;2.49 \A1;1.77 \A1;1.78 \A1;3.00 \A1;1.30 \A1;3.00 \A1;1.30 \A1;0.33 \A1;4.20 \A1;2.86 \A1;1.58 \A1;2.38 \A1;2.00 \A1;0.80 \A1;10.50 \A1;1.20 \A1;0.93 \A1;1.22 \A1;1.33 \A1;0.95 \A1;0.44 \A1;0.51 \A1;1.44 \A1;0.90 PLANTA ARQUITECTONICA PRIMER PISO ESC ---------------- 1:50 N+0.15 N+0.30 N+0.00 B B' A A COCINA GARAJE 1 S SALA COMEDOR SALA TV HALL ALCOBA PRINCIPAL ALCOBA PATIO LABORES BAÑO ACCESO 2 PISO TERRAZA BAÑO 3.130000000000052 2.870000000000005 3.198504101294802 2.600000000000009 2.995844212861414 4.850000000000037 2.801058433659605 2.710000000000008 1.199999999999989 2.0 0.9010786437626166 14.80000000000001 CARRERA 44 CALLE 5C 7.5 2.490000000000151 2 3 4 5 6 8 9 10 11 12 13 14 7 3.52110400041667 1.770008092405646 2.490391898288635 1.77999999997165 2.988343979271207 5 5 3.0 1.300000000000011 1.199999999999974 2.996504091966429 1.299999999999997 0.3299999999998846 4.204999999999998 1.87016280483175 2.858921356237346 5 2.377824878247807 5 5 N+0.45 N+0.30 REJAS EN HIERRO FORJADO 10.49650409196641 1.203495908033588 5 PROYECCION PLACA SEGUNDO PISO 5 1.333013925493646 5 0.4435948347383203 0.505726869094218 5 0.8999999999999773 11.40000000000009 7.499999999999986 7.200000000000045 SALA CONCRETO 3000 P.S.I MALLA ELECTROSOLDADA\H0.3333x; SEPARADORES EN MADERA\H0.3333x; \A1;2d\S1/2;\H1.429x;" \A1;3d\S5#8;\H1.429x;" \A1;d\T0.9;\S1/4;\H1.429x;"\A0;@ 0.15CM \A1;d\T0.9;\S1/4;\H1.429x;"\A0;@ 0.15CM \A1;4d\T0.9;\S3/8;\H1.429x;" BOVEDILLA 20X50X20 CONCRETO 300PSI 37.5 5 37.5 5 5 5 6d1/2" 6d1/2" 5 5 5 100 Estribos d3/8"c/10m 5 5 5 5 5 5 Hormigón Limpieza 37.5 15.00 5 6d1/2" 6d1/2" 5 5 ZAPATA RECTANGULAR Estribos d3/8"c/10m 5 5 5 Hormigón Limpieza PLANTA ALZADO 85.00 37.5 5 5 15.00 EXCENTRICA (1.00x1.00m) ZAPATA RECTANGULAR CENTRADA (1.00x1.00m) PLANTA ALZADO \A1;1.89 \A1;1.50 \A1;3.30 \A1;3.00 \A1;2.90 \A1;2.85 \A1;3.00 \A1;3.00 \A1;5.00 \A1;3.41 \A1;1.10 \A1;2.00 \A1;1.43 \A1;1.00 \A1;2.60 \A1;1.30 \A1;7.50 \A1;3.00 \A1;2.01 \A1;4.06 \A1;1.10 \A1;2.00 \A1;7.80 \A1;1.89 \A1;3.15 \A1;4.20 \A1;4.00 \A1;3.66 \A1;4.07 \A1;2.80 \A1;1.77 \A1;4.57 \A1;4.07 \A1;4.00 \A1;3.66 \A1;1.01 \A1;2.90 \A1;2.80 \A1;3.03 \A1;3.44 \A1;3.00 \A1;1.20 \A1;1.30 \A1;1.89 \A1;1.00 \A1;3.00 \A1;3.38 \A1;3 VARILLASd \H0.7x;\S5#8;\H1.429x;"\H0.6669x; \A1;3 VARILLASd \H0.7x;\S5#8;\H1.429x;"\H0.6669x; \A1;2.40 \A1;1.60 \A1;3.00 \A1;1.00 \A1;3.22 \A1;1.18 \A1;2.00 \A1;1.10 \A1;1.10 \A1;2.00 \A1;2.90 \A1;3.35 \A1;3.15 \A1;3.86 \A1;3.09 \A1;2.42 \A1;0.60 \A1;3.09 \A1;1.50 \A1;2.50 \A1;1.50 \A1;0.60 \A1;1.82 \A1;2.50 \A1;2.89 \A1;4.41 \A1;1.25 \A1;3.04 \A1;1.28 \A1;3.00 \A1;3.53 \A1;1.42 \A1;1.20 \A1;2.48 \A1;1.43 \A1;1.73 \A1;3.01 \A1;0.50 \A1;2.10 \A1;2.56 \A1;2.00 \A1;1.10 \A1;16.75 \A1;2.10 \A1;0.50 \A1;5.50 \A1;2.75 \A1;1.20 \A1;1.30 \A1;10.50 \A1;19.50 \A1;19.50 \A1;10.50 \A1;37.5 \A1;25 \A1;37.5 \A1;100 \A1;42.5655 \A1;42.5655 \A1;2.5 \A1;5 \A1;11 \A1;100 \A1;40 \A1;10 \A1;20 \A1;20 \A1;20 \A1;10 \A1;37.5 \A1;15.00 \A1;100 \A1;2.5 \A1;2.6771 \A1;40 \A1;10 \A1;20 \A1;85.00 \A1;37.5 \A1;25 \A1;100 \A1;15.00 1,47 0.30 0,35 0,44 0,14 0,14 0,14 0,34 0,44 0,44 \A1;d\S3#8;\H1.429x;"@ 0.10cm Hasta1mt \A1;d3\S5#8;\H1.429x;"abajo N.P.T + 0.30 N.P.T + 0.60 \A1;d3\S5#8;\H1.429x;"abajo 0.4403416161698885 0.1396585393144392 0.1396585393145244 0.1396585393145102 1.46507612812357 5 \A1;\W0.5;MORTERO 0.02 \A1;\W0.5;SOBRE NIVEL PARA MURO TISON 0.3408369257871868 \A1;\W0.5;MURO DE CARGA esp:0.20cm \A1;\W0.5;PLANTILLA PARA PISO esp:0.05cm \A1;\W0.5;DETALLE VIGA DE CIMENTACION 0.30x0.30cm 0.4403416161698885 \A1;\W0.5;TERRENO NATURAL \A1;\W0.5;MURO DE CARGA esp:0.20cm \A1;\W0.5;SOBRE NIVEL PARA MURO TISON 0.3512468760599461 0.4403416161698885 \A1;.12 \A1;.50 \A1;.12 \A1;.20 \A1;.20 \A1;0.005 \A1;1.95 \A1;0.35 \A1;2.56 \A1;0.35 \A1;3.30 \A1;0.62 \A1;0.50 \A1;2.08 \A1;0.20 \A1;1.47 \A1;2.31 \A1;0.39 \A1;3.25 \A1;0.39 \A1;2.31 \A1;1.34 \A1;0.30 \A1;0.70 \A1;0.50 \A1;2.10 \A1;0.50 \A1;0.61 \A1;7.80 \A1;1.60 \A1;2.40 tee 4x2 .10 .075 PARA d 1/4" PARA d 3/8" d 3/8" 1/2" 5/8" DETALLE DE ESTRIBOS \LVALOR DE L L (m) 0.40 0.50 0.65 L L L ENCUENTRO TIPICO DE VIGAS de junta de 1.50 cm. máximo Acero f y : 4200 Kg/cm2. -RECUBRIMIENTOS: -SOBRECARGAS: L. cms. EMPALMES EN VIGAS Y ALIGERADOS Cuando son varillas de diferente diametro se tomara el mayor valor. -ALBAÑILERIA: d 1/2" .50 5/8" .65 3/8" .40 Mortero: tipo M con espesor No se permitiran empalmes de refuerzo Columnas y Vigas : 2.50 cm. Muros : f'm: 35/Kg/cm2. Losa aligerada: 200 Kg/m2. superior (negativo) en una longitud L. de la columna. de 1/3 de luz de la viga en cada cara -CONCRETO ARMADO: ESPECIFICACIONES TECNICAS Concreto f'c : 210 Kg/cm2. OCAROS D I S E Ñ O DE P R O Y E C T O S \T0.75;ROBERTO CARLOS ROJAS ROSARIO Direccion: Diag 19 Nº 23-27 Tel: 0955-700559 Cel:3126885616-3157688881 ARQUITECTO Diseño, Construcción, Presupuesto. Universidad del Atlantíco M.PA08312004-77174069 Atl. PROYECTO\H0.6667x;: CONSTRUCCION VIVIENDA BIFAMILIAR DOS PISOS LOCALIZACION\H0.6667x;: \T0.8;URBANIZACION LA ROSA PROPIETARIO\H0.6667x;: MAGOLINA ROJAS APROBACION PROP. MODIFICACIONES: FECHA: \T0.75;JUNIO 3 DE 2010 OBSERVACIONES: ESCALA: \T0.8;PLANCHA Nº: 1.75 \T0.8;DISEÑO ARQUITECTONICO: ARQ.\H2.499x;\T0.8;ROBERTO C ROJAS R.\H0.8671x;\T1; \H0.4615x;M.P:A08312004-77174069 ATL. \T0.9;REVISION ESTRUCTURAL: CONTIENE: \T0.75;PLANOS ARQUITECTONICOS, FACHADAS,CORTE, INSTALACIONES SANITARIAS, INSTALACIONES ELECTRICAS,PLANOS ESTRUCTURALES Y DETALLES DE CIMIENTOS \T0.8;DIBUJO EN CAD: ARQ.\H2.499x;\T0.85;ROBERTO C ROJAS R.\H0.8671x;\T1; \H0.4615x;M.P:A08312004-77174069 ATL. \T0.75;CURADURIA URBANA N° 1 N+0.15 N+0.20 N+0.00 1 S 5 5 5 5 5 5 5 5 5 5 CARRERA 28 CALLE 7D 5 5 2 3 4 5 6 8 9 10 11 12 13 14 7 5 5 5 5 5 5 N+0.30 REJAS EN HIERRO FORJADO PROYECCION PLACA SEGUNDO PISO 5 5 LABORES SALA HALL PATIO GARAJE ALCOBA PRINCIPAL ALCOBA PLANTA PRIMER PISO ESC. 1/75 5 5 ALCOBA COMEDOR 5 HALL 2.00 0.80 1 B 2 3 4 5 6 8 9 10 11 12 13 14 7 5 2.00 0.80 Zapata1.00x1.00 Zapata1.00x1.00 Zapata1.00x1.00 Zapata1.00x1.00 Zapata1.00x1.00 Zapata1.00x1.00 Zapata1.00x1.00 Zapata1.00x1.00 Zapata1.00x1.00 Zapata1.00x1.00 VIGA DE CIMIENTO 25x30 VIGA DE CIMIENTO 25x30 VIGA DE CIMIENTO 25x30 VIGA DE CIMIENTO 25x30 VIGA DE CIMIENTO 25x30 VIGA DE CIMIENTO 25x30 VIGA DE CIMIENTO 25x30 VIGA DE CIMIENTO 25x30 VIGA DE CIMIENTO 25x30 VIGA DE CIMIENTO 25x30 VIGA DE CIMIENTO 25x30 VIGA DE CIMIENTO 25x30 VIGA DE CIMIENTO 25x30 VIGA DE CIMIENTO 25x30 VIGA DE CIMIENTO 25x30 VIGA DE CIMIENTO 25x30 1 2 3 5 5 C B A 5 5 D E 5 5 F 5 C B A D E 5 5 5 5 PLANTA DE CIMIENTO ESC. 1/75 5 COCINA 2.00 0.80 2.00 0.70 2.00 0.70 2.00 0.80 2.00 0.80 2.00 0.80 COCINA COCINA 2.00 0.90 ALCOBA ALCOBA ALCOBA ALCOBA 2.00 1.00 2.00 1.00 SALA SALA LABORES LABORES 2.00 0.90 2.00 0.80 2.00 0.70 2.00 0.70 5 2.00 0.70 2.00 0.70 5 5 5 5 5 5 5 2.00 0.90 2.00 0.90 2.00 1.00 2.00 1.00 5 5 PLANTA SEGUNDO PISO ESC. 1/75 VIGA 0.25mts X 0.25mts VIGA 0.25mts X 0.25mts tubo de d 2" tubo de d 2" VIGA 0.25mts X 0.25mts VIGA 0.25mts X 0.25mts VIGA 0.25mts X 0.25mts VIGA 0.25mts X 0.25mts VIGA 0.25mts X 0.25mts VIGA 0.25mts X 0.25mts VIGA RIOSTRA 0.25mts X 0.25mts VIGA 0.25mts X 0.25mts VIGA 0.25mts X 0.25mts VIGA RIOSTRA 0.25mts X 0.25mts VIGA RIOSTRA 0.25mts X 0.25mts \T0.75;VIGA PERIMETRAL 0.20mts X 0.20mts \T0.75;VIGA PERIMETRAL 0.20mts X 0.20mts \T0.75;VIGA PERIMETRAL 0.20mts X 0.20mts \T0.75;VIGA PERIMETRAL 0.20mts X 0.20mts \T0.75;VIGA PERIMETRAL 0.20mts X 0.20mts 1 2 3 C B A D E F C B A D E PLANTA DE ENTRE PISO ESC. 1/75 tubo de d 2" TERRAZA 5 \T0.75;FACHADA SOBRE LA CARRERA 28 ESC. 1/75 Vigueta tipo 3 Vigueta tipo 1 Vigueta tipo 1 Vigueta tipo 1 Vigueta tipo 2 Vigueta tipo 1 Vigueta tipo 2 Vigueta tipo 2 Vigueta tipo 2 Vigueta tipo 2 Vigueta tipo 1 Vigueta tipo 2 Vigueta tipo 1 Vigueta tipo 2 Vigueta tipo 1 Vigueta tipo 2 Vigueta tipo 2 Vigueta tipo 2 Vigueta tipo 2 Vigueta tipo 3 Vigueta tipo 1 Vigueta tipo 1 Vigueta tipo 4 Vigueta tipo 4 Vigueta tipo 4 TUBERIA 2Ø SIFON 2Ø CODO90°2Ø YE2Ø CODO90°4Ø TUBERIA 4ØA.LL CODO45°4Ø CODO45°2Ø SIFON 2Ø YE4Øx2Ø YE4Øx2Ø YE4Ø B.A.N SEGUNDO PISO 4Ø TUBERIA 4Ø TUBERIA 4Ø TUBERIA 4Ø TUBERIA 4Ø TUBERIA 4Ø TUBERIA 4Ø YE4Øx2Ø CODO90°2Ø YE4Øx2Ø CODO90°2Ø YE4Øx2Ø SIFON 2Ø YE4Øx2Ø CODO90°2Ø CODO90°4Ø SIFON 2Ø CODO45°2Ø CODO45°2Ø YE2Ø TUBERIA 2Ø CODO45°2Ø CODO45°2Ø YE2Ø SIFON 2Ø SIFON 2Ø CODO45°2Ø CODO45°2Ø CODO90°2Ø CODO90°2Ø YE4Øx2Ø YE4Øx2Ø YE4Øx2Ø CODO45°2Ø CODO90°4Ø CODO45°4Ø B.A.N SEGUNDO PISO 4Ø YE4Ø B.A.N 4Ø HACIA 1 PISO YE4Øx2Ø YE4Øx2Ø YE4Øx2Ø SIFON 2Ø SIFON 2Ø CODO45°2Ø CODO45°2Ø CODO90°2Ø CODO90°4Ø TE°2Ø TE°4Ø \W0.14286; CAJA DE \W0.14286; REGISTRO SIFON 2Ø CODO90°2Ø SIFON 2Ø CODO45°2Ø YE2Ø YE2Ø YE2Ø CODO90°2Ø CODO90°2Ø YE2Ø YE2Ø CODO90°2Ø CODO90°2Ø YE2Ø YE2Ø CODO90°2Ø SIFON 2Ø SIFON 2Ø YE2Ø YE4Øx2Ø YE4Øx2Ø CODO90°4Ø CODO45°2Ø CODO90°2Ø SIFON 2Ø SIFON 2Ø TE4Ø TE2Ø B.A.N 4Ø HACIA 1 PISO CODO90°2Ø CODO90°2Ø \T0.75;FACHADA SOBRE LA CALLE 7D ESC. 1/75 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 N+0.15 N+0.00 CARRERA 28 CALLE 7D 5 REJAS EN HIERRO FORJADO PLANTA DE CUBIERTA ESC. 1/75 5 5 5 tubo de d 2" tubo de d 2" tubo de d 2" CODO90°4Ø B.A.LLCODO90°4Ø tubo de d 2" tubo de d 2" B.A.LL3Ø B.A.LL3Ø B.A.LL3Ø B.A.LL3Ø PLACA EN CONCRETO PLACA EN CONCRETO PLACA EN CONCRETO PERGOLAS EN CONCRETO B PLANO ELECTRICO SEGUNDO PISO ESC. 1/75 tubo de d 2" A.W.G N° 12 \S1#2;" B.A.LL3Ø B.A.LL3Ø A.A \W2.65862; \W2.65862; DESAGUE \W2.65862; A.A2Ø s A.W.G Nª 14 \S1#2;" s A.W.G Nª 14 \S1#2;" s A.W.G Nª 12 \S1#2;" A.A \W2.65862; \W2.65862; DESAGUE \W2.65862; A.A2Ø A.W.G Nª 12 \S1#2;" A.T.D s A.W.G Nª 12 \S1#2;" A.W.G Nª 14 \S1#2;" s s A.W.G Nª 14 \S1#2;" s A.A \W2.65862; \W2.65862; DESAGUE \W2.65862; A.A2Ø s s s s s s s s A.A \W2.65862; \W2.65862; DESAGUE \W2.65862; A.A2Ø \W2.65862; \W2.65862; DESAGUE \W2.65862; A.A 1Ø YE2Ø \W2.65862; \W2.65862; DESAGUE \W2.65862; A.A 1Ø \W2.65862; \W2.65862; DESAGUE \W2.65862; A.A 1Ø N+0.15 N+0.20 1 S 2 3 4 5 6 8 9 10 11 12 13 14 7 REJAS EN HIERRO FORJADO HALL PATIO A.W.G Nª 12 \S1#2;" A.W.G Nª 12 \S1#2;" A.W.G N° 12 \S1#2;" PLANO ELECTRICO PRIMER PISO ESC. 1/75 A.W.G N° 12 \S1#2;" A.W.G N° 12 \S1#2;" s2 s CONVENCIONES ELECTRICAS TOMA DOBLE ALUMBRADO AWG D SALIDA LUCES TOMA WATIOS BREAKER A AMP. CIRT. CARGA DEMANDA \A1;NOTA: \H0.9001x;EL CONDUCTOR NO ESPECIFICADO ES N° 12 AWG. LA TUBERIA NO INDICADA ES DE \H0.7x;\S1/2;\H1.429x;". TODOS LOS CIRCUITOS DE TOMA CORRIENTE LLEVARAN UNA LINEA N° 14 AWG. PARA LA TIERRA COLOR VERDE. EL CABLE PARA EL NEUTRO SERA BLANCO EN TODO LOS CASOS LAMPARA INCANDESCENTE TOMA TRIPLE TABLERO DE DISTRIBUCION INTERRUPTOR INTERRUPTOR DOBLE TUBERIA TECHO TUBERIA PISO ACOMETIDA TELEFONO CONTADOR TELEVISION TIMBRE TELEFONO EXT. TELEFONO INT. LAMPARA MURO ABANICO TOMA AIRE ACOND. PRIMER PISO 14 1/2 1 20 9 12 1/2 2 20 9 900 900 13 1300 1 4 1200 12 5 1300 1 20 20 20 12 1/2 12 1/2 12 1/2 RESERV 12 1/2 12 1/2 1000 20 7 6900 TOTALES SEGUNDO PISO ALUMBRADO AWG D SALIDA LUCES TOMA WATIOS BREAKER A AMP. CIRT. RESERV RESERV TOTALES 12 1/2 20 13 1300 15 1500 20 12 1/2 11 1100 1000 6200 9 10 11 1300 1 A.W.G Nª 14 \S1#2;" s A.W.G N° 12 \S1#2;" s s s s s s A.W.G Nª 14 \S1#2;" A.W.G Nª 14 \S1#2;" s s A.W.G Nª 14 \S1#2;" s s SECCION TIPICA DE LA PLACA Bovedilla Hierro a temperaturad\S1#4; @0.40cm .12 .50 .12 .20 0.005 .20 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 \W2.65862; \W2.65862; DESAGUE \W2.65862; A.A 1Ø \W0.80000x;\T0.75000;TUBO PASANTE A.A 2\W0.80000x;\T0.75000;Ø \W0.80000x;\T0.75000;TUBO PASANTE A.A 2\W0.80000x;\T0.75000;Ø \W0.80000x;\T0.75000;TUBO PASANTE A.A 2\W0.80000x;\T0.75000;Ø \W0.80000x;\T0.75000;TUBO PASANTE A.A 2\W0.80000x;\T0.75000;Ø TE4Øx2Ø TE4Øx2Ø \W0.80000x;\T0.75000;TUBO PASANTE A.A 2\W0.80000x;\T0.75000;Ø \W0.80000x;\T0.75000;TUBO PASANTE A.A 2\W0.80000x;\T0.75000;Ø \W0.80000x;\T0.75000;TUBO PASANTE A.A 2\W0.80000x;\T0.75000;Ø \W0.80000x;\T0.75000;TUBO PASANTE A.A 2\W0.80000x;\T0.75000;Ø

Language	Spanish
Drawing Type	Plan
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features	Garage, Deck / Patio
Tags	apartment, autocad, building, condo, duplex, DWG, eigenverantwortung, facades, Family, group home, grup, Housing, mehrfamilien, multi, multifamily housing, ownership, partnerschaft, partnership, plan, plans, plumbing, sections