Town House DWG Detail for AutoCAD

Tonw Detailed drawings of a house on 2 floors; facade; courts;foundations

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

arqº rafael romero, distribution and furnishings, architecture, n. kikushima, nºde plano :, date :, scale :, drawing :, plot :, floor :, ground floor and upper floor, observations :, ingº jhosmared belmonte p., ingº bersy uzcategui, sanitary :, electric :, yanetsy rodriguez, arqº leoncio marin, structures :, assistant, design :, dirrecion :, owner :, project :, section a-a ‘, base, plant, as sup. as inf., compacted natural land, plant and details, indicated, civil, foundations and floor slab, upata – edo. bolivar, joseph gonzalez, country house, kitchen, dining room, living room, terrace, reception, main room, balcony

Raw text data extracted from CAD file:

3.65 3.40 3.65 2.00 4.80 .90 2.65 1.00 .36 3.25 2.89 3.85 7.46 4.55 2.90 .90 1.60 .75 4.60 .90 3.65 3.40 3.65 2.00 4.80 .36 3.25 2.20 .50 .61 4.15 3.40 1.20 .85 1.25 .90 2.52 1.10 1 2 3 4 5 6 5 5 5 5 5 3.1 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 5 5 5 5 5 3.1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ARQº RAFAEL ROMERO DISTRIBUCION Y MOBILIARIOS ARQUITECTURA N. KIKUSHIMA FEBRERO 2004 NºDE PLANOS: FECHA: 1/100 ESCALA: DIBUJO: PLOTEO: A-01 1:1 PLANO: PLANTA BAJA Y PLANTA ALTA OBSERVACIONES: C.I.V. 74.211 C.I.V. 74.211 INGº JHOSMARED BELMONTE P. INGº BERSY UZCATEGUI SANITARIAS: ELECTRICAS: C.I.V. 71.531 C.I.V. 121.573 YANETSY RODRIGUEZ ARQº LEONCIO MARIN ESTRUCTURAS: ASISTENTE C.I.V. 77.143 ARQº RAFAEL ROMERO ? DISEÑO: DIRRECION: ? ? PROPIETARIO: PROYECTO: ? ? \C3;FACHADA PRINCIPAL \H0.625x;\l\C4;ESCALA 1:75 \C3;FACHADA POSTERIOR \H0.625x;\l\C4;ESCALA 1:75 \LFACHADA LATERAL \Fromans.shx|c0;DERECHA\Fromans.shx|c1; \Fromans.shx|c0;\H0.625x;\l\C4;ESCALA 1:75 \C3;FACHADA LATERAL IZQUIERDA \H0.625x;\l\C4;ESCALA 1:75 \C3;SECCION B-B’\Fromans.shx|c1; \Fromans.shx|c0;\H0.625x;\l\C4;ESCALA 1:75 \C3;SECCION A-A’ \H0.625x;\l\C4;ESCALA 1:75 1 2 3 4 5 6 A 3.650000000000091 3.399999999999977 3.649999999999977 1.999999999999773 4.800000000000068 3.75 3.100000000000023 0.6499999999999773 3.250000000000341 2.999999999999829 2.999999999999886 B C D D.1 E E.1 G 3.1 F 1.249999999999886 2.000000000000455 1.499999999999602 1.500000000000227 1.500000000000114 2.149999999999977 5.1 1.749999999999773 .40 .40 11.18 4.07 3.05 .40 8.30 .92 9.23 8.00 R3.00 R3.40 1.00 1.00 1.37 R.35 .18 R1.15 R1.00 R1.40 R1.00 R1.00 .20 2.33 .67 .32 .85 .18 6.60 7.27 5.27 5.65 .40 .40 3.80 .40 1.25 5.73 \A1;.20 \A1;.30 \A1;.20 \A1;.20 \A1;.30 \A1;.20 \A1;.20 \A1;.30 \A1;.20 \A1;.30 \A1;.10 \A1;1.46 \A1;.96 \A1;.70 \A1;.70 \A1;.20 \A1;.30 \A1;.30 \A1;.33 \A1;.35 \A1;.33 \A1;.33 \A1;.35 \A1;.33 \A1;.32 \A1;.35 \A1;.33 \A1;1.00 \A1;.30 \A1;.10 \A1;.86 \A1;.36 \A1;1.00 \A1;1.00 \A1;.20 \A1;.38 \A1;.45 \A1;.38 \A1;.38 \A1;.45 \A1;.38 \A1;.37 \A1;.45 \A1;.38 \A1;1.20 \A1;.30 \A1;.10 \A1;.86 \A1;.36 \A1;1.20 \A1;1.20 \A1;.20 \A1;.35 \A1;.35 \A1;.45 \A1;.45 \A1;.20 \A1;.20 \A1;40 \A1;215 \A1;40 \A1;40 \A1;215 \A1;40 \A1;295 \A1;295 \A1;40 \A1;240 \A1;40 \A1;40 \A1;240 \A1;40 \A1;320 \A1;320 \A1;40 \A1;330 \A1;40 \A1;40 \A1;330 \A1;40 \A1;410 \A1;410 160x65x3.4 200x70x4.3 100×40 155x155x4.5 135x135x4.3 .10 1.50 2.05 .10 .10 .10 .10 .10 2.00 VARIABLE O A 1.60 .10 3.90 .10 .10 3.90 .10 1.55 .10 .10 2.00 .00 .10 \A1;100 \A1;150 \A1;80 120x60x2.5 3.65 3.40 3.65 3.75 3.10 .65 3.25 3.00 3.00 1.25 2.00 1.50 1.50 1.50 2.15 1.75 2.00 4.80 .10 .10 .10 V.R. .20x.20 V.R. .20x.20 V.R. .20x.20 V.R. .20x.20 V.R. .20x.20 V.R. .20x.20 V.R. .20x.20 V.R. .20x.20 T.O.C. +0.26 V.R. .20x.20 V.R. .20x.20 V.R. .20x.20 V.R. .20x.20 V.R. .20x.20 V.R. .20x.20 V.R. .20x.20 V.R. .20x.20 V.R. .20x.20 V.R. .20x.20 V.R. .20x.20 V.R. .20x.20 V.R. .20x.20 V.R. .20x.20 V.R. .20x.20 V.R. .20x.20 T.O.C. +0.26 V.R. .20x.20 F1/P1/C1 F1/P1/C1 F1/P1/C1 F1/P1/C1 F2/P1/C1 F2/P1/C1 F1/P1/C1 F1/P1/C1 F2/P1/C1 F1/P1/C1 F3/P2/C2 F2/P1/C1 F3/P2/C2 F2/P1/C1 F1/P1/C1 F1/P1/C1 F3/P3/C3 F3/P3/C3 F2/P1/C F2/P1/C1 F2/P2/C2 F2/P1/C F2/P1/C1 F2/P2/C2 F2/P2/C2 T.O.C. +0.80 T.O.C. +0.80 T.O.C. +0.80 T.O.C. +0.80 T.O.C. +0.80. T.O.C. +0.80 T.O.C. +0.80 T.O.C. +0.80 T.O.C. +0.80 T.O.C. +0.26 T.O.C. +0.26 T.O.C. +0.26 T.O.C. +0.26 T.O.C. +0.26 V.R. .20x.20 T.O.C. +0.80 V.R. .20x.20 T.O.C. +0.80 V.R. .20x.20 T.O.C. +0.26 T.O.C. +0.80 T.O.C. +0.25 T.O.C. +0.80 T.O.C. +0.26 T.O.C. +0.26 +0.36 +0.72 +0.90 +0.90 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 MALLA ELECTROSOLDADA 150x150x5x5mm (TIP) MALLA ELECTROSOLDADA 150x150x5x5mm (TIP) MALLA ELECTROSOLDADA 150x150x5x5mm (TIP) 5 5 5 5 5 5 5 5 5 COLUMNA 135x135x4.3 PEDESTAL P1 .30x.30 VIGA DE RIOSTRA .20X.20 (TIP.) A A’ .20 CAPA DE 10cm DE PIEDRA PICADA e=10cm (TIPICO) 5 5 5 TERRENO NATURAL COMPACTADO AL 95% PROCTOR MODIFICADO (TIPICO) SECCION A-A’ 1d3/8″c/.10×1.00 A/S .60 5 PEDESTAL .30×30 BASE COLUMNA C1 135x135x4.3 .20 5 5 PLANTA 5 6d1/2″ 5 2x.10 .20 .20 .20 .20 EST. 1d3/8″x1.00 c/.10 5 5 5 5 5 5 5 5 5 5 COLUMNA 155x155x4.5 PEDESTAL P2 .35x.35 VIGA DE RIOSTRA .20x.20 (TIP.) A A’ .20 CAPA DE 10cm DE PIEDRA PICADA e=10cm (TIPICO) <> 5 5 5 TERRENO NATURAL COMPACTADO AL 95% PROCTOR MODIFICADO (TIPICO) SECCION A-A’ 1d3/8″c/.15×1.30 A/S .90 5 PEDESTAL .35x.35 BASE COLUMNA C2 155x155x4.5 .20 5 5 PLANTA 5 5 5 5 5 5 5 5 5 5 COLUMNA d9 5/8″x5.5 PEDESTAL P3 .45x.45 A A’ .20 CAPA DE 10cm DE PIEDRA PICADA e=10cm (TIPICO) <> 5 5 5 TERRENO NATURAL COMPACTADO AL 95% PROCTOR MODIFICADO (TIPICO) SECCION A-A’ 1d3/8″c/.10×1.50 A/S 1.10 5 PEDESTAL .45x.45 BASE COLUMNA C3 d9 5/8″x5.5 .20 5 5 PLANTA 5 10d1/2″ 5 2x.10 .25 .25 .25 .25 EST. 1d3/8″x1.20 c/.10 5 10d5/8″ 5 2x.10 .35 .35 .35 .35 EST. 1d3/8″x1.60 c/.10 5 \LVIGA DE RIOSTRA (TIP.) \H0.5x;\l\C2;ESCALA 1:20 6d1/2″ 5 2x.05 .10 .10 .10 .10 EST. 1d3/8″x.50 c/.15 5 \LPEDESTAL P1 \H0.5x;\l\C2;ESCALA 1:20 \LPEDESTAL P2\C1; \H0.5x;\l\C2;ESCALA 1:20 \LPEDESTAL P3\C1; \H0.5x;\l\C2;ESCALA 1:20 .10 .15 1.30 1d1/2″x1.55 .10 .20 .75 1d1/2″x1.05 .10 .30 .75 1d1/2″x1.15 5 5 5 5 5 5 5 5 \C3;PLANCHA PL1\C1; \H0.5x;\l\C2;ESCALA 1:12.5 DIMENSIONES EN MM\H0.5x;\C6; COLUMNA 135x135x4.3 PL295x295x10 \A1;4 PERNOS d3/8″x250 5 5 5 5 5 5 5 5 COLUMNA 155x155x4.5 PL320x320x10 4 PERNOS d3/8″x250 \C3;PLANCHA PL2 \H0.5x;\l\C2;ESCALA 1:12.5 DIMENSIONES EN MM\H0.5x;\C6; 5 5 5 5 5 5 5 5 COLUMNA d9 5/8″x5.5 PL410x410x10 \A1;4 PERNOS d3/8″x250 \C3;PLANCHA PL3\C1; \H0.5x;\l\C2;ESCALA 1:12.5 DIMENSIONES EN MM\H0.3333x;\C6; PLANCHA PL 1 295x295x10mm MORTERO DE NIVELACION e=.025 PLANCHA PL 1 320x320x10mm MORTERO DE NIVELACION e=.025 PLANCHA PL 3 410x410x10mm MORTERO DE NIVELACION e=.025 V.R. .20x.20 T.O.C. +0.80 F2/P1/C1 V.R. .20x.20 T.O.C. +0.26 F1/P1/C1 VIGA DE RIOSTRA .20X.20 (TIP.) 5 5 As SUP. As INF. 1d1/2″x3.70 .10 LNE-1 e=20cm 3.1 4 5 5 5 .10 2d3/8″x3.70 .10 .10 5 5 As SUP. As INF. d1/2″x VAR 2.15 A 3.85 .10 LNE-2 e=20cm 5 VARIABLE O A <> 5 5 .10 .10 .10 4 2d3/8″ x VAR 2.15 A 3.85 5 5 As SUP. As INF. 1d1/2″x4.00 .10 LNE-3=5 e=20cm .10 2d3/8″x4.00 .10 .10 C E 5 5 5 As SUP. As INF. 1d1/2″x5.55 .10 LNE-4 e=20cm .10 2d3/8″x5.55 .10 .10 C E 5 5 5 5 5 As SUP. As INF. 1d1/2″ x 2.10 .10 LNE-6 e=20cm 5 5 5 .10 .10 .10 4 2d3/8″ x 2.10 \A1;PL 10 \A1;GROUT DE NIVELACION e=25 5 5 5 \C3;DETALLE PERNO DE FIJACION \Fromans.shx|c1;\H0.6x;\l\C2;ESCALA 1:12.5 DIMENSIONES EN MM 5 5 1d3/8″x2.00 .10 F2/P2/C2 F1/P1/C1 T.O.C. +0.26 V.R. .20x.20 MURO DE PIEDRA e=30cm MURO DE PIEDRA e=30cm MURO DE PIEDRA e=30cm LP-1 e=10cm LP-2 e=10cm LP-3 e=10cm LP-4 e=10cm LP-5 e=10cm 5 5 MALLA ELECTROSOLDADA 150x150x5x5mm PIEDRA PICADA e=10cm TERRENO NATURAL COMPACTADO \C3;DETALLE TIPICO LOSA DE PISO\C1; \H0.5x;\l\C2;ESCALA 1:12.5\H0.6667x; \C1;FUNDACION F1 \H0.6x;\l\C2;ESCALA 1:25 \C1;FUNDACION F2 \H0.6x;\l\C2;ESCALA 1:25 \C1;FUNDACION F3 \H0.6x;\l\C2;ESCALA 1:25 ESCALA 1:25 ESCALA 1:25 ESCALA 1:25 \C3;PLANTA DE FUNDACIONES \H0.625x;\l\C4;ESCALA 1:75 \C3;PLANTA LOSA DE PISO \H0.625x;\l\C4;ESCALA 1:75 PLANTA Y DETALLES PLOTEO: 1:1 FECHA: NºDE PLANOS: MARZO 2004 INDICADAS ESCALA: DIBUJO: N. KIKUSHIMA E-01 CIVIL FUNDACIONES Y LOSA DE PISO PLANO: 1.- TODAS LAS MEDIDAS ESTAN DADAS EN METROS A MENOS QUE SE INDIQUE DE OTRA MANERA. 2.- MATERIALES: – CONCRETO: Rcc= 210 kg/cm2 – ACERO DE REFUERZO: Fy= 4200 kg/cm2 – MALLA ELECTROSOLDADA Fy=5000 kg/cm2 – PERNOS DE ANCLAJE ASTM-A307 – PLANCHA A-36 – CAPACIDAD DEL SUELO Fs=1 Kg/cm2 – PERFILES CONDUVEN Fy= 3515Kg/cm2 OBSERVACIONES: C.I.V. 74.211 C.I.V. 121.573 C.I.V. 71.531 INGº BERSY UZCATEGUI INGº JHOSMARED BELMONTE P. SANITARIAS: ELECTRICAS: C.I.V. 77.143 C.I.V. 121.573 ARQº LEONCIO MARIN INGº JHOSMARED BELMONTE P. ESTRUCTURAS: UPATA – EDO. BOLIVAR ARQº RAFAEL ROMERO DISEÑO: DIRRECION: JOSEFINA GONZALEZ CASA DE CAMPO PROPIETARIO: PROYECTO: 3.65 3.40 3.65 2.00 4.80 3.65 3.40 3.65 2.00 4.80 3.75 3.10 .65 1.25 1.90 1.60 1.50 2.15 .75 3.75 3.10 .65 1.25 1.90 1.60 1.50 2.15 .75 .36 3.25 2.20 .50 .61 4.15 3.40 1.20 3.66 1.50 1.25 1.10 7.51 1.26 1.60 .75 1.00 1.10 .70 1.10 7.51 1.21 1.60 .80 2.80 1.10 7.51 .90 .91 1.00 2.35 5.16 5.16 2.45 1.00 .60 .20 .90 .30 .50 .60 .20 1.15 1.00 .60 .20 .65 .36 2.10 .90 1.26 .54 .85 1.25 4.60 .90 A B C D D.1 E E.1 G F F.1 1 2 3 4 5 6 5 5 5 5 5 3.1 1 2 3 4 5 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D D.1 E E.1 G F F.1 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 ARQº RAFAEL ROMERO DISTRIBUCION Y MOBILIARIOS ARQUITECTURA N. KIKUSHIMA FEBRERO 2004 NºDE PLANOS: FECHA: 1/100 ESCALA: DIBUJO: PLOTEO: A-01 1:1 PLANO: PLANTA BAJA Y PLANTA ALTA OBSERVACIONES: C.I.V. 74.211 C.I.V. 74.211 INGº JHOSMARED BELMONTE P. INGº BERSY UZCATEGUI SANITARIAS: ELECTRICAS: C.I.V. 71.531 C.I.V. 121.573 YANETSY RODRIGUEZ ARQº LEONCIO MARIN ESTRUCTURAS: ASISTENTE C.I.V. 77.143 ARQº RAFAEL ROMERO ? DISEÑO: DIRRECION: ? ? PROPIETARIO: PROYECTO: ? ? \C3;FACHADA PRINCIPAL \H0.625x;\l\C4;ESCALA 1:75 \C3;FACHADA POSTERIOR \H0.625x;\l\C4;ESCALA 1:75 \LFACHADA LATERAL \Fromans.shx|c0;DERECHA\Fromans.shx|c1; \Fromans.shx|c0;\H0.625x;\l\C4;ESCALA 1:75 \C3;FACHADA LATERAL IZQUIERDA \H0.625x;\l\C4;ESCALA 1:75 \C3;SECCION B-B’\Fromans.shx|c1; \Fromans.shx|c0;\H0.625x;\l\C4;ESCALA 1:75 \C3;SECCION A-A’ \H0.625x;\l\C4;ESCALA 1:75 2.05 .15 .95 1.60 .95 .15 .47 .60 .47 .62 .60 .47 .15 .95 1.60 .95 .15 .45 .60 .45 .15 .15 3.60 .15 3.60 .15 .15 2.35 .15 1.10 .15 1.55 .15 1.55 .15 .15 2.15 .15 1.20 .15 2.35 .15 1.10 .15 3.50 3.50 2.15 .15 1.20 .15 1.55 .15 1.55 .15 .15 3.50 1.20 .15 2.15 .15 2.15 .15 1.20 .15 3.50 .15 .15 .95 1.60 .95 .15 .47 .60 .47 .62 .47 .60 3.00 .60 .15 .60 3.00 1.10 .15 2.35 .15 1.10 .15 3.00 .60 .15 3.00 .60 .15 1.05 .95 1.60 .20 1.50 1.25 .40 2.20 .25 R1.55 R2.85 R2.85 R1.55 1.48 3.07 .15 .15 1.50 .15 6.13 6.72 R1.00 R1.00 R1.00 2.25 1.80 .35 .32 .87 .18 .67 .15 4.65 6.65 .15 R3.00 R3.40 .63 1.00 2.05 1.45 2.175 2.175 .15 .40 1.45 .50 1.35 .50 3.30 6.05 8.40 4.95 .60 .52 1.00 .52 .53 1.00 .53 1 2 3 4 5 6 A 3.650000000000091 3.399999999999977 3.649999999999977 1.999999999999773 4.800000000000068 3.75 3.100000000000023 0.6499999999999773 1.249999999999886 1.899999999999977 1.60000000000008 1.500000000000227 2.150499999999852 B C D D.1 E E.1 G 3.1 F 0.7494999999998981 F.1 2.35 .15 2.60 1.15 .15 1.35 .15 .35 .90 2.49 1.52 .80 .60 .15 1.80 .60 .80 .15 1.30 .40 .40 1.40 1.33 R1.40 R.85 3.75 6.65 .60 1.60 .60 1.60 1.10 1.30 1.35 62° .83 .15 1.04 .60 3.65 3.40 3.65 3.75 3.10 .65 1.25 1.90 1.60 1.50 2.15 .75 2.00 4.80 5 ±0.00 -0.36 +0.36 +0.54 +0.54 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 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 +3.25 +3.25 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 A A’ B B’ A A’ B B’ COCINA COMEDOR SALA TERRAZA RECIBO HABITACION 1 HABITACION 2 HABITACION 3 HABITACION 4 HABITACION PPAL. BALCON ARQº RAFAEL ROMERO DISTRIBUCION Y MOBILIARIOS ARQUITECTURA N. KIKUSHIMA FEBRERO 2004 NºDE PLANOS: FECHA: 1/100 ESCALA: DIBUJO: PLOTEO: A-01 1:1 PLANO: PLANTA BAJA Y PLANTA ALTA OBSERVACIONES: C.I.V. 74.211 C.I.V. 74.211 INGº JHOSMARED BELMONTE P. INGº BERSY UZCATEGUI SANITARIAS: ELECTRICAS: C.I.V. 71.531 C.I.V. 121.573 YANETSY RODRIGUEZ ARQº LEONCIO MARIN ESTRUCTURAS: ASISTENTE C.I.V. 77.143 ARQº RAFAEL ROMERO ? DISEÑO: DIRRECION: ? ? PROPIETARIO: PROYECTO: ? ? \C3;PLANTA BAJA DISTRIBUCION \H0.625x;\l\C4;ESCALA 1:75\H1.6x;\L\C1; \C3;PLANTA BAJA MOBILIARIOS \H0.625x;\l\C4;ESCALA 1:75 \C3;PLANTA BAJA MOBILIARIOS \H0.625x;\l\C4;ESCALA 1:75 \C3;PLANTA ALTA DISTRIBUCION \H0.625x;\l\C4;ESCALA 1:75