Single Family Housing DWG Detail for AutoCAD

Single Family Housing DWG Detail for AutoCAD

Ccomplete, plant cuttings and construction details

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

Martin revealed, draughtsmen of architecture, profindel, field e. ortiz, drawing:, existing chamber, trees, electric grid post, plant conventions, total built area, free area, second floor area to be built, existing first floor area, table of areas, lot area, alcove, patio, garage, dining room , kitchen, living room, hall, cuts, facades, roofs, foundations, sr :, lamina :, owner, date :, scale :, annotated, design :, project :, contains, single-family housing in pasture, second floor area, area first floor construction, first floor area remodeling, upstairs, room, tv room, emerald lift, study, dining room, terrace, bathroom, tile marcolita, ironing, proy.luceta, pantry, ban, ball, s.wc, s .lm, ci, cii, s.lr, to the main collector, luceta, channel pvc, slab, construction two floors, construction two floors, neighborhood bernal, the emerald, icbf, locations and ares, profiles, second floor, first floor, antejardin, anden, emerald neighborhood, axis, vacuum, detail nerve edge and brace, structural floor mezzanine and cubie rta, see reinforcement in the foundation plant, shoe detail, foundation plant, strapping frame, foundation beam, pedestal, central, concrete cyclopean, eccentric, longitudinal reinforcement, minimum overlap, edge, cassette, brace, n. floor, slab detail, rib, cassette, bar bending, main reinforcement, note:, stair detail, percentage of compaction, the horizontal elements is of, vertical elements as for, note: minimum coating for the, va-vb- vc, v. auxiliary, sr: mauricio guerrero, owner:, calculation :, structural plants, joists, column, beams, sheet, contains :, project:, indicated, housing in pasture, emerald neighborhood, materials, reinforcement conventions, strap cross beam column, floor level, column detail, two of this, one of these

Raw text data extracted from CAD file:

CEL: 3154952206 MARTIN REVELO CALLE:16 N-23-27 OF:202 . TEL:7221043 Delineantes de Arquitectura PROFINDEL CAMPO E. ORTIZ CEL: 3154952209 DIBUJO: Deltas (Estaciones) Cámara existente Arboles Poste red eléctrica CONVENCIONES PLANTA 119.64 M2 119.64 M2 105.40 M2 105.40 M2 AREA TOTAL CONSTRUIDA AREA LIBRE AREA SEGUNDO PISO A CONSTRUIR AREA PRIMER PISO EXISTENTE CUADRO DE AREAS AREA DEL LOTE \A1;0.15 \A1;2.90 \A1;0.15 \A1;2.80 \A1;0.15 \A1;1.95 \A1;4.70 \A1;12.80 \A1;0.15 \A1;3.02 \A1;0.15 \A1;2.93 \A1;0.15 \A1;0.15 \A1;4.75 \A1;0.15 \A1;0.15 \A1;3.02 \A1;0.15 \A1;2.93 \A1;0.15 \A1;6.40 \A1;12.80 \A1;0.15 \A1;2.07 \A1;0.15 \A1;1.20 \A1;0.15 \A1;1.80 \A1;0.15 \A1;3.02 \A1;0.15 \A1;2.10 \A1;0.15 \A1;1.57 \A1;1.63 \A1;1.60 \A1;3.05 \A1;5.30 \A1;0.15 \A1;0.15 \A1;3.02 \A1;0.15 \A1;2.93 \A1;0.15 \A1;0.15 \A1;3.02 \A1;0.15 \A1;3.08 \A1;0.15 \A1;2.93 \A1;0.15 \A1;0.15 \A1;2.28 \A1;0.67 \A1;0.15 \A1;2.26 \A1;0.15 \A1;13.40 \A1;6.40 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.15 \A1;2.90 \A1;0.15 \A1;2.80 \A1;0.15 \A1;1.95 \A1;5.00 \A1;13.10 \A1;0.15 \A1;3.05 \A1;0.15 \A1;2.93 \A1;0.15 \A1;0.15 \A1;1.80 \A1;0.15 \A1;2.60 \A1;0.15 \A1;2.90 \A1;0.15 \A1;5.05 \A1;0.15 \A1;0.15 \A1;3.05 \A1;0.15 \A1;2.93 \A1;0.15 \A1;0.15 \A1;1.90 \A1;0.15 \A1;1.95 \A1;0.15 \A1;6.43 \A1;13.10 \A1;0.15 \A1;2.07 \A1;0.15 \A1;1.20 \A1;0.15 \A1;1.80 \A1;0.15 \A1;3.05 \A1;0.15 \A1;2.10 \A1;0.15 \A1;1.60 \A1;1.63 \A1;1.60 \A1;5.60 \A1;0.15 \A1;0.15 \A1;3.05 \A1;0.15 \A1;2.93 \A1;0.15 \A1;0.15 \A1;3.05 \A1;0.15 \A1;3.08 \A1;1.95 \A1;0.15 \A1;2.85 \A1;0.15 \A1;0.60 \A1;2.85 \A1;0.15 \A1;1.10 \A1;0.15 \A1;3.00 \A1;0.60 \A1;0.15 \A1;0.15 \A1;2.93 \A1;0.15 \A1;0.15 \A1;2.28 \A1;2.26 \A1;0.15 \A1;13.70 \A1;11.75 \A1;6.43 \A1;3.35 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.15 \A1;1.98 \A1;0.67 \A1;0.15 \A1;2.30 \A1;0.75 \A1;1.80 \A1;0.73 \A1;5.58 \A1;0.80 \A1;1.50 \A1;0.25 \A1;0.80 \A1;1.50 \A1;0.25 \A1;0.90 \A1;6.00 \A1;2.30 \A1;0.25 \A1;0.80 \A1;1.50 \A1;0.25 \A1;2.50 \A1;2.30 \A1;0.25 \A1;2.30 \A1;0.25 \A1;0.90 \A1;6.00 \A1;2.50 \A1;0.25 \A1;2.30 \A1;0.25 \A1;2.30 \A1;7.60 \A1;6.65 \A1;2.95 \A1;3.05 \A1;3.17 \A1;3.08 \A1;3.05 \A1;3.85 \A1;0.85 \A1;4.90 \A1;3.17 \A1;3.08 \A1;0.88 \A1;0.97 \A1;4.80 \A1;0.60 \A1;4.00 \A1;0.15 \A1;2.85 \A1;0.15 \A1;3.02 \A1;0.15 \A1;0.95 \A1;1.98 \A1;0.15 \A1;0.15 \A1;0.60 \A1;2.70 \A1;0.15 \A1;1.10 \A1;0.15 \A1;2.85 \A1;0.60 \A1;0.15 \A1;1.80 \A1;0.15 \A1;3.00 \A1;6.40 \A1;0.30 \A1;1.46 \A1;1.24 \A1;0.46 \A1;2.00 \A1;0.61 \A1;3.08 \A1;2.50 \A1;1.40 \A1;2.50 \A1;1.40 \A1;6.00 \A1;6.90 \A1;6.40 \A1;h \A1;0.30 \A1;0.50 \A1;0.40 \A1;0.65 \A1;0.58 \A1;0.12 \A1;0.12 \A1;0.02 \A1;0.05 \A1;0.28 \A1;0.65 \A1;0.35 \A1;3.00 \A1;4.86 \A1;2.67 \A1;2.27 \A1;1.20 \A1;1.20 \A1;2.65 \A1;2.30 \A1;2.30 \A1;2.65 \A1;1.20 \A1;0.95 \A1;0.95 \A1;1.80 \A1;0.90 \A1;1.30 \A1;1.30 \A1;0.80 \A1;1.85 \A1;2.60 \A1;1.20 \A1;1.60 \A1;1.60 \A1;1.30 \A1;1.30 \A1;1.85 \A1;0.80 \A1;2.50 \A1;1.20 \A1;2.25 \A1;2.25 \A1;2.50 \A1;3.05 \A1;3.08 \A1;3.00 \A1;2.67 \A1;4.86 \A1;3.08 \A1;3.05 \A1;0.75 \A1;2.27 \A1;2.67 \A1;4.86 \A1;2.27 \A1;0.75 \A1;3.00 \A1;3.05 \A1;3.08 \A1;2.67 \A1;2.27 \A1;3.00 \A1;4.86 \A1;3.05 \A1;3.08 \A1;0.30 \A1;0.35 \A1;0.35 \A1;0.30 \A1;0.35 \A1;0.30 \A1;0.35 \A1;0.30 \A1;0.35 \A1;0.30 \A1;0.35 \A1;0.30 \A1;0.35 \A1;0.12 \A1;2.67 \A1;0.75 \A1;2.27 \A1;3.00 \A1;4.86 \A1;2.67 \A1;2.27 \A1;0.75 \A1;4.86 \A1;0.35 \A1;0.12 \A1;2.67 \A1;0.75 \A1;2.27 \A1;0.12 \A1;0.35 \A1;2.88 \A1;3.00 \A1;0.35 \A1;0.12 \A1;2.88 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;2.30 \A1;0.68 \A1;1.30 \A1;2.30 \A1;0.30 \A1;0.30 \A1;2.70 \A1;0.30 \A1;2.63 \A1;0.23 \A1;0.85 \A1;0.12 \A1;0.73 \A1;0.20 \A1;2.37 \A1;0.30 \A1;1.97 \A1;0.30 \A1;0.60 \A1;0.30 \A1;0.65 \A1;0.12 \A1;0.58 \A1;0.12 \A1;0.58 \A1;0.12 \A1;0.58 \A1;0.30 \A1;0.58 \A1;0.12 \A1;0.58 \A1;0.12 \A1;0.58 \A1;0.12 \A1;0.30 \A1;0.10 \A1;0.28 \A1;0.30 \A1;15.60 \A1; PLANTA ARQUITECTONICA SEGUNDO PISO ESC: 1:50 ALCOBA PATIO ALCOBA ALCOBA GARAJE COMEDOR COCINA SALA ESTAR HALL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTES FACHADAS CUBIERTAS CIMIENTOS SR: LAMINA: PROPIETARIO REMODELACION 1ER PISO Y AMPLIACION 2° BARRIO ESMERALDA AGOSTO DE 2006 DE : 2 FECHA: ESCALA: ANOTADAS DISEÑO: 2 PROYECTO: CONTIENE DIBUJO: VIVIENDA UNIFAMILIAR EN PASTO 78.17 M2 46.37 M2 26.55 M2 81.92 M2 AREA SEGUNDO PISO AREA LIBRE AREA PRIMER PISO CONSTRUCCION AREA PRIMER PISO REMODELACION CUADRO DE AREAS AREA DEL LOTE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ARQUITECTONICA PRIMER PISO ESC: 1:50 5 5 5 SUBE SUBE FACHADA PRINCIPAL ESC: 1:50 5 ALCOBA CUARTO 5 5 5 5 5 5 5 ESTAR DE TV 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LEVANTAMIENTO ESMERALDA 5 5 5 5 5 5 5 5 5 5 ALCOBA PLANTA ARQUITECTONICA PRIMER PISO ESC: 1:50 5 5 5 5 5 PLANTA ARQUITECTONICA SEGUNDO PISO ESC: 1:50 5 5 5 5 5 5 5 5 5 5 5 5 ALCOBA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 HALL COCINA COCINA ALCOBA ALCOBA ALCOBA PATIO ESTUDIO 5 5 5 5 5 5 5 5 5 5 5 SALA COMEDOR 5 5 5 5 5 5 5 SUBE SUBE 5 5 5 5 5 5 5 5 5 5 5 5 SALA COMEDOR GARAJE ALCOBA FACHADA PRINCIPAL ESC: 1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TERRAZA TERRAZA ESTAR DE TV BAÑO ESTAR ESTUDIO ALCOBA COMEDOR GARAJE ESTAR DE TV BAÑO GARAJE SALA TERRAZA 5 5 5 5 5 5 5 5 5 5 5 5 TEJA MARCOLITA PLANCHADO PROY.LUCETA PROY.LUCETA PROY.LUCETA PROY.LUCETA ALACENA BAN BAN BALL BALL BALL S.WC S.LM C.I .60x.60 NOVAFOR D/4'' NOVAFOR D/4'' C.I .60x.60 NOVAFOR D/4'' CII .50x.50 S.LR S.LM PVC D/4'' C.I 1.20x1.20 AL COLECTOR PRINCIPAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA DE CUBIERTAS ESC: 1:50 LUCETA LUCETA LUCETA LUCETA TEJA MARCOLITA CANAL PVC BALL BALL BALL TERRAZA LOSA N+5.10 P=2% P=2% P=2% P=2% P=2% P=2% P=2% P=2% P=2% PLANTA DE EJES CIMIENTOS Y DESAGUES ESC: 1:50 A A A A' B' B' A A B' A B' A A B' A' A B' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE A-A' ESC:1:50 CORTE B-B' ESC:1:50 151.09 M2 AREA TOTAL CONSTRUIDA 9.00 M2 5 PERFIL DE FACHADAS ALEDAÑAS ESC:1:200 CONSTRUCCION DOS PISOS COSTRUCCION DOS PISOS Cll. 21B Cra 6 Cll 19A Cra 5 Cra 5A M18 Cll 21 M14 M5 Cra 3 Calle 21B Cra 3B Cra 4 Cra 4A Calle 20A CRA 3 B Calle 19A Calle 20 Calle 20A Cra 2A M13 M8 M12 M16 M22 M19 M15 M21 M20 Cll 21C M9 M10 Cra 5 M17 M11 Cra 3B Cra 4 M23 M2 M6 M7 Cra 3A Cll 21C Cra 3A Cra 2B Cra 3 BARRIO BERNAL LA ESMERALDA I.C.B.F. I.C.B.F. Cll. 21B Cra 6 Cll 19A Cra 5 Cra 5A M18 Cll 21 M14 M5 Cra 3 Calle 21B Cra 3B Cra 4 Cra 4A Calle 20A CRA 3 B Calle 19A Calle 20 Calle 20A Cra 2A M13 M8 M12 M16 M22 M19 M15 M21 M20 Cll 21C M9 M10 Cra 5 M17 M11 Cra 3B Cra 4 M23 M2 M6 M7 Cra 3 Cra 3A Cll 21C I.C.B.F. I.C.B.F. Cra 3A Cra 2B Cra 3 LOCALIZACIONES Y ARES PERFILES SEGUNDO PISO PRIMER PISO REMODELACION 1ER PISO Y AMPLIACION 2° BARRIO ESMERALDA PROPIETARIO DISEÑO: VIVIENDA UNIFAMILIAR EN PASTO PROYECTO: CONTIENE DIBUJO: AGOSTO DE 2006 DE : 2 1 ANOTADAS LAMINA: FECHA: ESCALA: 5 5 ANTEJARDIN ANDEN ALACENA ANTEJARDIN HALL COCINA COMEDOR ALCOBA PATIO A' A SUBE SALA GARAJE ANDEN 006 007 008 009 0011 ANTEJARDIN ANDEN CARRERA 4 CALLE 21B CALLE 21C LOCALIZAICON SECTOR ESC:1:500 LOCALIZACION GENERAL ESC:1:5.000 BARRIO ESMERALDA ALCOBA ESTUDIO GARAJE ESTAR DE TV TERRAZA COMEDOR ESTAR BAÑO TERRAZA PERFIL DE VIA ESC:1:200 2.50 1.40 6.00 6.90 EJE CARRERA 4 ANTEJARDIN ANDEN VACIO 5 DETALLE NERVIO BORDE Y RIOSTRA .05 PLANTA ESTRUCTURAL ENTREPISO Y CUBIERTA VER REFUERZO EN LA PLANTA DE CIMIENTOS DETALLE DE ZAPATAS EP2 PLANTA DE CIMENTACIONES CUADRO DE FLEJES EP1 E1 E2 ESC: 1:50 VIGA CIMENTACION DESPLANTE MINIMO 1.10 M. .05 .07 PEDESTAL N3 C/0.10 N+0.00 CENTRAL CONCRETO CICLOPEO 0.10 0.10 N3 CADA 0.05 N2 CADA 0.20 N2 CADA 0.10 N3 CADA 0.10 ESC: 1:50 0.10 EXCENTRICA h 0.30 N. 3 c/0.15 REFUERZO LONGITUDINAL TRASLAPE MINIMO N. 4 c/0.20 m 2N3 1N2 C/0.20 0.35 0.12 BORDE BORDE CASETON 2N3 0.35 1N2 C/0.20 5 2 4 3 Nº DETALLE NERVIO TIPO ESC:1:50 1N3 RIOSTRA N2 C/0.20 1N3 N. piso 0.50 H placa = 0.15 0.40 0.65 N4C/0.20 DETALLE DE LOSA 0.58 0.12 0.12 NERVIO 0.02 0.05 0.28 C A S E T O N D = 1/4" C/0.40 5 2 3 4 10 15 Nº GANCHO 90º DOBLAMIENTO DE BARRA REFUERZO PRINCIPAL 25 20 0.65 2N3 0.35 70 60 NOTA: DETALLE ESCALERA N. 4 c/0.20 m 2N3 95% DEL PROCTOR MODIFICADO PORCENTAJE DE COMPACTACION EL 5 CENTIMETROS LOS ELEMENTOS HORIZONTALES ES DE ELEMENTOS VERTICALES COMO PARA NOTA: RECUBRIMIENTO MINIMO PARA LOS 5 5 5 5 5 V5 (.30x.35) VACIO V5 (.30x.35) 5 5 5 5 5 5 5 V.AUXILIAR (.20x.35) V3 (.30x.35) V4 (.30x.35) VA (.30x.35) VB (.30x.35) VACIO V1 (.30x.35) V2 (.30x.35) 5 A B 5 5 5 5 5 VC (.30x.35) V4 (.30x.35) V3 (.30x.35) VA (.30x.35) VB (.30x.35) VC (.30x.35) 5 5 5 5 5 5 5 5 5 5 5 3 4 5 5 4 3 V2 (.30x.35) V1 (.30x.35) 5 5 5 5 5 5 5 5 5 C 1 2 5 5 5 2 1 C B A \A1;0.95 \A1;0.95 N4C/0.20 N4C/0.20 H=0.40 N4C/0.20 N4C/0.20 H=0.40 N4C/0.20 N4C/0.20 H=0.40 N4C/0.20 N4C/0.20 H=0.40 N4C/0.20 N4C/0.20 H=0.40 H=0.40 N5C/0.20 N5C/0.20 H=0.40 N5C/0.20 N5C/0.20 H=0.40 N5C/0.20 N5C/0.20 H=0.40 N5C/0.20 N5C/0.20 H=0.40 N5C/0.20 N5C/0.20 H=0.40 N5C/0.20 N5C/0.20 H=0.40 N5C/0.20 N5C/0.20 H=0.40 N5C/0.20 N5C/0.20 H=0.40 N5C/0.20 N5C/0.20 N1 N2 N2 N2 N2 N3 N4 N4 N4 N3 NERVIO RIOSTRA (.12x.35) NERVIO BORDE (.12x.35) NERVIO BORDE (.12x.35) NERVIO BORDE (.12x.35) 5 1 2 5 5 5 3 4 5 5 2N5L:9.00 2N5L:6.00 2N5L:9.00 2N5L:5.50 E1 15E1 E2 15E1 E2 15E1 15E1 20E1 E2 20E1 15E1 15E1 E2 1N4L=2.00 1N5L=3.00 1N3L=3.00 VA-VB-VC PISO 1 Y 2 (30x.35) PISO 1 Y 2 V1-V2-V5 (30x.35) 5 2N5L:6.80 15E1 15E1 E2 2N5L:6.80 A B 5 E2 15E1 15E1 C 15E1 V3-V4 2N5L:6.80 2N5L:6.80 15E1 15E1 E2 (30x.35) PISO 1 Y 2 15E1 E2 1N5L=3.00 2N5L:8.60 5 (30x.35) VA-VB-VC E2 15E1 2N5L:5.15 5 2 1 5 20E1 E2 20E1 15E1 E2 2N5L:9.00 2N5L:6.00 5 4 3 E2 15E1 15E1 5 DETALLE VIGAS AEREAS ESC:1:50 DETALLE VIGAS DE CIMENTACION ESC:1:50 E2 5 5 B A 2N5L:6.80 E2 25E1 2N5L:6.80 (30x.35) V1-V2-V5 C 25E1 1N5L=2.00 1N5L=2.00 (30x.35) V3-V4 E2 25E1 2N5L=2.00 2N5L:6.80 2N5L:6.80 E2 25E1 2N5L=2.00 0.35 0.30 0.35 0.30 0.35 0.30 0.35 0.30 0.35 0.30 0.35 0.30 2N3L:9.00 5 (.12x.35) PISO 1 Y 2 NERVIO 1 6EP1 EP2 6EP1 EP1 2N3L:5.50 5 5 2 1 5 1N3L=3.00 10EP1 EP2 10EP1 2N3L:9.00 2N3L:6.00 5 4 3 0.35 0.12 1N3L=3.00 5 (.12x.35) NERVIO 2 PISO 1 Y 2 5 2N3L:10.80 2N3L:10.80 5 5 1N3L=3.00 5 0.12 0.35 1N3L=3.00 6EP1 EP2 6EP1 6EP1 EP2 6EP1 10EP1 EP2 10EP1 6EP1 EP2 6EP1 6EP1 EP2 6EP1 EP1 5 EP1 6EP1 EP2 6EP1 6EP1 NERVIO 3 5 5 2N3L:6.00 2N3L:6.00 PISO 1 Y 2 (.12x.35) 0.35 EP2 6EP1 0.12 5 NERVIO 4 PISO 1 Y 2 (.12x.35) 5 6EP1 EP2 10EP1 2N3L:6.40 EP2 6EP1 0.12 0.35 2N3L:6.40 V .AUXILIAR 5 SR:MAURICIO GUERRERO PROPIETARIO : CALCULO: PLANTAS ESTRUCTURALES VIGUETAS COLUMNA VIGAS LAMINA CONTIENE: DE : 1 1 PROYECTO : INDICADAS ESCALA: DIBUJO: VIVIENDA EN PASTO BARRIO ESMERALDA FECHA: SEP -2006 MATERIALES N4 SIGNIFICA REFUERZO DIAMETRO 1/2" N3 SIGNIFICA REFUERZO DIAMETRO 3/8" N2 SIGNIFICA REFUERZO DIAMETRO 1/4" CONVENCIONES DE REFUERZO N5 SIGNIFICA REFUERZO DIAMETRO 5/8" ACERO; fy = 60.000 PSI FLEJES CONCRETO. f'c = 3000 P.S.I. ACERO; fy = 60000 P.S.I. 0.30 0.30 0.30 0.30 2N4 4N5 2N4 4N5 FLEJE CRUCE VIGA COLUMNA CADA 0.05 M 0.10 0.10 CADA 0.05 M FLEJE CRUCE VIGA COLUMNA N+5.20 N+2.60 0.30 0.30 2.30 2.30 10E1 E2 10E1 E2 10E1 4N6+4N4L:6.50 \A1;FLEJE \S3/8;L:1.15 NIVEL DE PISO 10E1 DETALLE DE COLUMNA 1.30 5 DESPLANTE MINIMO 1.60 M 22E1 5 5 5 5 5 5 5 0.20 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 dos de esta una de estas

Language	Spanish
Drawing Type	Detail
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio, Garage
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, construction, cuttings, DETAIL, details, dwelling unit, DWG, Family, haus, house, Housing, logement, maison, plant, residên, residence, single, unidade de moradia, villa, wohnung, wohnung einheit