Bifamily Housing DWG Block for AutoCAD

Bifamily Housing DWG Block for AutoCAD

INTERNAL HOUSING TWO PLANTS; LOCATED AT IPIALES CITY -NARIÑO -COLOMBIA.THE CONSTRUCTION HAS 2 APARTMENTS TOTALLY INDEPENEDENTS . UNDER CONSTRUCTION

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

room, alc. main, dining room, bar, w.c., hall, patio, kitchen, garden, project. second floor, existing construction, walk, living room, canopy, terrace, empty, project. Cladding, hall, special stove jack, double socket, switches, double switches, duct pipes per floor, and ceiling, duct pipe through wall, lighting control, neutral conductor, convention table, simple switch, circuit board, meter, phase conductor, wall light, lamp, lamps, no. circuits, breakers, jacks, wattles, inst. conventions hydraulic, elbow, tee, registration key, pass valve, check, counter, downstream rainwater, downhill black water, grid, siphon, inst.national conventions, ci, inspection box, total, beam e, esc: mooring beam, mezzanine slab, terrace slab, detail column, ladder, elevation shoe, no, column armor, beam and ribs, cyclopean concrete wall, finished floor level, lightweight slab detail, caseton , edge beam, tapagrade slab, aluminum, shelf and paint, location, first floor area, batch area, sandbox, second floor area, total area built, first floor, second floor plant, terrace floor, cut a-a ‘, implantation, inst. hydro-sanitary, second floor, first floor, electrical installations, the meter, ci, ciexist., to the collector, main, climb to the tank, lower tank, neighborhood San Vicente, foundation plant, mezzanine slab and terrace, detail of stairway, beam lying down ayb, beam lining c

Raw text data extracted from CAD file:

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PRINCIPAL ALCOBA 1 COMEDOR Bar W.C. W.C. hall PATIO 0.1499999999998636 0.6000000000000227 COCINA W.C. C L C L C L C L JARDIN Proy. segundo piso Proy. segundo piso Proy. segundo piso PATIO CONSTRUCCION EXISTENTE CONSTRUCCION EXISTENTE 1.900000000000091 10.0 2.0 5 CARRERA 4 5 5 ANDEN ANDEN \A1;2.95 \A1;2.94 \A1;2.93 \A1;2.89 \A1;2.78 \A1;2.78 \A1;2.89 \A1;2.93 \A1;2.94 \A1;2.95 \A1;1.16 \A1;5.82 \A1;20.65 \A1;2.70 \A1;2.86 \A1;2.80 \A1;2.92 \A1;2.96 \A1;14.84 \A1;8.81 \A1;15.79 \A1;8.81 \A1;2.70 \A1;.97 \A1;.92 \A1;2.97 \A1;.90 \A1;2.83 \A1;1.34 \A1;3.56 \A1;5.09 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.39 \A1;.35 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.15 \A1;.20 \A1;.84 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.39 \A1;.35 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.39 \A1;.35 \A1;.35 \A1;2.38 \A1;.35 \A1;2.54 \A1;.35 \A1;2.58 \A1;.35 \A1;2.59 \A1;.35 \A1;2.60 \A1;.35 \A1;.69 \A1;.15 \A1;2.15 \A1;4.94 \A1;.60 \A1;.10 \A1;.44 \A1;.15 \A1;3.34 \A1;.35 \A1;2.29 \A1;1.00 \A1;.59 \A1;3.40 \A1;.83 \A1;.42 \A1;.63 \A1;2.71 \A1;.35 \A1;2.42 \A1;.35 \A1;.40 \A1;.15 \A1;.35 SALA SALA-COMEDOR ALC. PRINCIPAL ALC. PRINCIPAL ALCOBA 1 ALCOBA 1 ALCOBA 2 COMEDOR Bar W.C. W.C. hall PATIO COCINA W.C. W.C. Marquesina Marquesina 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 .15 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 TERRAZA 5 5 5 5 COCINA W.C. C L C L C L C L C L C L C L C L 5 5 5 JARDIN .15 1.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .60 1.20 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 5 5 5 5 5 Proy. segundo piso Proy. segundo piso Proy. segundo piso PATIO CONSTRUCCION EXISTENTE 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 .60 5 5 5 VACIO VACIO 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 Proy. Tapagrada SALA SALA-COMEDOR ALC. PRINCIPAL ALC. PRINCIPAL ALCOBA 1 ALCOBA 1 ALCOBA 2 COMEDOR W.C. W.C. HALL PATIO COCINA W.C. W.C. Marquesina Marquesina COCINA W.C. C L C L C L C L C L C L C L C L JARDIN Proy. segundo piso PATIO CONSTRUCCION EXISTENTE SALA SALA-COMEDOR ALC. PRINCIPAL ALC. PRINCIPAL ALCOBA 1 ALCOBA 1 ALCOBA 2 COMEDOR W.C. W.C. hall PATIO COCINA W.C. W.C. Marquesina Marquesina TERRAZA COCINA W.C. C L C L C L C L C L C L C L C L JARDIN PATIO CONSTRUCCION EXISTENTE VACIO VACIO TOMA ESPECIAL ESTUFA TOMA DOBLE NORMAL INTERRUPTOR CONMUTABLE INTERRUPTOR DOBLE C DUCTO TUBERIA POR PISO Y CIELO RASO DUCTO TUBERIA POR MURO CONTROL DE ALUMBRADO CONDUCTOR NEUTRO X CUADRO DE CONVENCIONES INTERRUPTOR SENCILLO TABLERO DE CIRCUITOS MEDIDOR M CONDUCTOR DE FASE APLIQUE LAMPARA / \fArial Rounded MT Bold|b0|i0|c0|p34;NOTA: TODO CONDUCTOR ES WAT N°12 MENOS EL QUE SE INDIQUE. CUADRO DE CARGAS TB- 1 LAMPARAS 2 1 No. CIRCUITOS 1x15 AMP 1x15 AMP 10 BREAKERS TOMAS C. WATTIOS 1000 3 750 5 1x20 AMP 1000 4 1 1500 1x20 AMP COLUMNA ASCENDENTE DE H2O TUB. P.V.C O 1/2 H2O FRIA COLUMNA DESCENDENTE DE H2O CONVENCIONES INST. HIDRAULICAS CODO TEE SALIDA DE H2O C LLAVE DE REGISTRO LLAVE DE PASO CHECK CONTADOR BAJANTE AGUAS LLUVIAS YEE O 3" YEE O 2" BAJANTE AGUAS NEGRAS REJILLA SIFON CONVENCIONES INST.SANITARIAS C.I CAJA DE INSPECCION P.V.C.O 3" P.V.C. O 2" TUB. DE ASBESTO CEMENTO O 6" TOTAL 9 1350 Ed3/8 c/. 0.12L=.96 0.15 0.15 0.23 0.23 0.10 0.10 4 d 1/2 VIGA E .28 20 CORTE DE COLUMNA 5 .35 ESC: 1:50 .28 VIGA DE AMARRE 2.27 .28 2.27 LOSA DE ENTREPISO LOSA DE TERRAZA E@0.08 E3/8@0.08 L=.50 .28 2.27 .20 \A1;.25 \A1;.40 8 d 1/2 .35 .35 .20 .20 .10 .10 Ed3/8 L=1.30 DETALLE COLUMNA ESCALA ELEVACION ZAPATAS 2 SOLADO. e=10cm. f'c = 180 Kg/cm SIN N=-1.20 .10 .35 ARMADURA DE COLUMNA d1/2 c/.20 f'c = 180 Kg/cm SOLADO. e=10cm. ELEVACION ZAPATAS ESCALA SIN 2 .35 .10 ARMADURA DE COLUMNA d1/2 C/. .20 AMBOS SENTIDOS \A1;.30 VIGA DE CARGA y RIOSTRAS ESCALA 40% DE PIEDRA RAJON MURO DE HORMIGON CICLOPEO 60% DE H. SIMPLE SIN NIVEL DE PISO TERMINADO 4 d 5/8 ESTRIBOS 1d 3/8 @0.05 y c/..10 NIVEL DE PISO TERMINADO 0.30 \A1;.40 Ed3/8 L=1.20 @0.05 al EXTREMO 0.05 0.30 0.25 0.05 0.30 0.25 4d 3/8 Ed 1/4 C..20 \A1;0.10 \A1;.21 \A1;0.02 \A1;0.05 \A1;0.10 \A1;0.60 DETALLE LOSA ALIGERADA CASETON 1d 3/8 @0.40 Ed 1/4 C..20 4d 3/8 Ed3/8 L=.86 0.10 0.10 0.23 0.23 0.10 0.10 4 d 3/8 VIGA DE BORDE .28 15 \A1;0.28 CORTE 1-1 \A1;0.35 0.30 0.10 0.23 0.10 0.30 0.23 Ed3/8 L=1.26 4 d 5/8 LOSA DE TAPAGRADA E3/8@0.15 E3/8@0.08 L=.50 E3/8@0.08 L=.50 E3/8@0.08 L=.50 E3/8@0.08 L=.50 E3/8@0.08 L=.50 E3/8@0.15 E3/8@0.15 C VICRIO 4 mm ALUMINIO REPELLO y PINTURA .25 .15 1 0 1/4 C/.40 Esc....... 1:25 1.00 1 0 1/2 C/.12 / .18 Gancho .15 / LOCALIZACION AREA PRIMER PISO AREA LOTE CUADRO DE AREAS 185.22 m2 AREA SEGUNDO PISO 117.00 m2 114.54 m2 AREA TOTAL CONSTRUIDA 231.54 m2 A A A A A A PLANTA PRIMER PISO ESC: 1:50 PLANTA SEGUNDO PISO ESC: 1:50 PLANTA TERRAZA ESC: 1:50 FACHADA PRINCIPAL ESC: 1:50 SALA-COMEDOR PATIO SALA COMEDOR COCINA JARDIN COCINA TERRAZA TERRAZA CORTE A-A' ESC: 1:50 5 .28 5 5 5 28 5 6.30 5 5 5 5 5 5 5 5 5 5 5 .28 5 5 .28 5 6.30 5 Marquesina Marquesina IMPLANTACION ESC: 1:100 INST. HIDRO-SANITARIAS ESC: 1:50 SEGUNDO PISO TERRAZA PRIMER PISO SEGUNDO PISO PRIMER PISO INSTALACIONES ELECTRICAS ESC: 1:50 ALCOBA 2 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S TD TD TB-1 TB-2 S S S S 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 4 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 AL MEDIDOR 6 1x20 AMP 20 24 6950 5 1x20 AMP 10 9 1350 1 1 1 1 1 1 1 1 1 S 2 2 2 2 2 2 AL MEDIDOR S S S 2 2 2 3 AL MEDIDOR 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 6 6 6 6 6 6 CUADRO DE CARGAS TB- 1 LAMPARAS 2 1 No. CIRCUITOS 1x15 AMP 1x15 AMP 9 BREAKERS TOMAS C. WATTIOS 900 3 1 1x20 AMP 900 4 9 1350 1x20 AMP TOTAL 7 1050 6 1x20 AMP 18 23 6600 5 1x20 AMP 9 6 900 1500 BALL 3" BALL 3" BALL 3" s.p.3" s.p.3" s.p.3" BALL 3" BAN 4" BALL 3" BALL 3" BAN 4" BALL 3" BALL 3" BAN 4" BALL 3" BALL 3" BALL 3" BALL 3" BALL 3" BALL 3" BAN 4" BAN 4" BAN 4" BAN 4" BAN 4" C.I. .70*.70 C.I. .70*.70 C.I. .70*.70 C.I.exist. .80*.80 AL COLECTOR PRINCIPAL 4" 4" 4" 6" 6" 6" 3" 3" 3" 3" 3" 3" 4" 2" 2" 2" 2" 2" s.p.2" s.p.2" s.p.2" s.p.2" 4" 4" 2" 2" 2" s.p.2" s.p.2" s.p.2" s.p.2" s.p.2" s.p.3" s.p.3" Sube al tanque Baja del tanque Sube al tanque Baja del tanque C Sube al tanque Sube al tanque Sube al tanque Baja del tanque Barrio San Vicente CALLE 23 CARRERA 4° CALLE 22 CALLE 22A CARRERA 5 CARRERA 3° 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA CIMENTACION ESC: 1:50 LOSA DE ENTREPISO Y TERRAZA ESC: 1:50 A B D C 1 2 3 4 5 6 1 2 3 4 5 6 5 5 5 A B C 5 5 5 5 5 5 5 A B C D V-Carguera (35x28) V-Carguera (35x28) V-Carguera (35x28) V-Carguera (35x28) V-Carguera (35x28) V-Carguera (35x28) V-Riostra (35x28) V-Riostra (35x28) V-Riostra (35x28) V-Riostra (35x28) V-Riostra (35x28) V-Riostra (35x28) V-E (20x28) VB (15x28) VB (15x28) VB (15x28) VB (15x28) VB (15x28) VT VT VT VT VT VT VT VT VT VT VT VT VT VT VT VT VT VT VT VT VT VT VACIO VACIO 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 1d1/2"C/.20 1d1/2"C/.20 H = 35cm 1d1/2"C/.20 1d1/2"C/.20 1d1/2"C/.20 1d1/2"C/.20 1d1/2"C/.20 1d1/2"C/.20 1d1/2"C/.20 1d1/2"C/.20 1d1/2"C/.25 1d1/2"C/.25 1d1/2"C/.25 1d1/2"C/.25 1d1/2"C/.25 1d1/2"C/.25 1d1/2"C/.25 1d1/2"C/.25 1d1/2"C/.25 1d1/2"C/.25 1d1/2"C/.25 1d1/2"C/.25 H = 35cm H = 35cm H = 35cm H = 35cm H = 30cm H = 30cm H = 30cm H = 30cm H = 30cm H = 30cm 1d1/2"C/.20 1d1/2"C/.20 H = 30cm H = 30cm 1d1/2"C/.20 1d1/2"C/.20 H = 30cm 1d1/2"C/.20 1d1/2"C/.20 1d1/2"C/.20 1d1/2"C/.20 H = 30cm 1d1/2"C/.20 1d1/2"C/.20 H = 30cm 1d1/2"C/.20 1d1/2"C/.20 H = 30cm 1d1/2"C/.20 1d1/2"C/.20 H = 30cm 1d1/2"C/.20 1d1/2"C/.20 H = 30cm 1d1/2"C/.20 1d1/2"C/.20 H = 30cm 1d1/2"C/.20 1d1/2"C/.20 H = 30cm 1d1/2"C/.20 1d1/2"C/.20 H = 35cm 1d1/2"C/.20 H = 35cm 1d1/2"C/.20 1d1/2"C/.20 1d1/2"C/.20 H = 35cm 1d1/2"C/.20 1d1/2"C/.20 H = 30cm .35 c/. .10 al CENTRO \A1;.30 \A1;.40 4 d 5/8 + .35 .35 .25 .25 .10 .10 Ed3/8 L=1.40 DETALLE COLUMNA 4 d 1/2 DETALLE DE ESCALERA ESC: V:1:25 H:1:50 VIGA RIOSTRA A y B 1 1 2d5/8 L= 6.0 TRASL. .70 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.10 2d5/8 L= 6.0 TRASL. .70 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.10 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.10 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.10 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.10 Ed3/8 c/.0.05 L=1.00 ESC: V:1:25 H:1:50 VIGA RIOSTRA C 1 1 2d5/8 L= 6.0 TRASL. .70 2d5/8 L= 6.0 TRASL. .70 Ed3/8 c/.0.05 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.10 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.10 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.10 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.10 Ed3/8 c/.0.05 L=1.00 ESC: V:1:25 H:1:50 VIGAS DE CARGA 1-3-4-5 1 1 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.10 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.10 2d5/8 L= 6.0 TRASL. .70 2d5/8 L= 6.0 TRASL. .70 ESC: V:1:25 H:1:50 VIGA DE CARGA 2 1 1 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.10 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.10 Ed3/8 c/.0.05 L=1.00 2d5/8 L= 6.0 TRASL. .70 2d5/8 L= 6.0 TRASL. .70 Ed3/8 c/.0.05 L=1.00 1 1 Ed3/8 c/.0.05 L=1.00 Ed3/8 c/.0.10 Ed3/8 c/.0.05 L=1.00 2d5/8 L=4.20 2d5/8 L=4.20 ESC: V:1:25 H:1:50 VIGA DE CARGA 6 Ed3/8 c/.0.05 L=1.00

Language	Other
Drawing Type	Block
Category	House
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio
Tags	apartamento, apartment, apartments, appartement, aufenthalt, autocad, bifamily, block, casa, chalet, city, colombia, construction, dwelling unit, DWG, haus, house, Housing, internal, located, logement, maison, plants, residên, residence, two plants, unidade de moradia, villa, wohnung, wohnung einheit