House Project – Patagonia- Argentina DWG Full Project for AutoCAD

House Project -233 m2. Electrical Project – Facades – Plants

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

cent, Arm, taking, electricity ground floor, scale:, Description: Ground floor stake out plan, flat, work, the grounding of the installation will be quoted, mts. plant, main access., to be, dining room ppal., garage, He passed, bedroom, kitchen, dinning room, upper slab projection, taking, taking, taking, circuit, taking, circuit, taking, proy.correa, proy ridge, proy.correa, special circuit, mts. plant, taking, taking, taking, taking, taking, taking, taking, taking, taking, taking, circuit, taking, taking, circuit, taking, taking, circuit, taking, sauna circuit, taking, taking, ppal bedroom., dressing room, bedroom, sauna, bedroom, sauna control board box, taking, de n.t.p., taking, circuit, cellar, taking, cellar, of pb, cellar under stairs, taking, special circuit sockets for, pressurizing pumps, rowapress, special circuit sockets for, rowa pumps, taking, ter, ter, TV, phone, thermostat, ter, TV, phone, thermostat, taking, extractor box of n.t.p., scale:, description: instalac. electric plant high, electricity plant high, flat, work, curve, ar ab, Description: Foundation plant setting out., flat number:, scale:, stake out axis, stake out axis, detail beam foundation, slab, Wall, compacted soil, low slab, Wall, compacted soil, detail beam foundation, all columns are cm. with est., leave inserts in beam no. for future continuity of slab in boundary lot., dividing axis with west plot, leave inserts in beam nº for future continuity of beam in boundary lot., edge reinforcement, leave inserts in beam nº for future continuity of beam in boundary lot., fb: faith: str .:, beam axis, the beam respects the, beam axis, fb: faith: str .:, beam axis, top floor, low level, proy beam axis, proy beam axis, leveling folder, access woodwork baulera, cellar, beam hº aº, cement smoothing, expanded polystyrene, slab hº aº, pex tube, wall mts., column axis, flooring, stainless steel tank affinity lts. mts., recess in slab, step height, nailed, sandwich stick, steam insulation, machimbre, Board, proy beam axis, cut, upper chained beam, lower chained beam, det. beam, beam, beam nº, cover slope, cut detail, note, details, additional, note to adapt the beam thicknesses the wall without diminishing the indicated dimension, cut, n.p.t int, n.p.t int, n.p.t int, the beam will be supported on a truss, oblique beam projection, do not start chimney, mts. plant, stake out axis, bedroom, bedroom, bedroom, bath, bath, Description: plant structure., flat number:, scale:, date:, bounded south side facade, views, confined front facade, views, Front facade, comitent, work number, stage, version, category, sergio cima, santini housing, architecture plant, country pine of the sun, comitent, item, plane of:, detail, work number, stage, version, santini, fixed, fixed, fixed, blackboard cover, smoke extraction duct, in masonry covered in stone, blindex, fixed, n.p.t ground floor, n.p.t high floor, n.p.t ground floor, n.p.t

Raw text data extracted from CAD file:

±0.00 \A1;2.61 \A1;3.60 \A1;0.90 \A1;0.93 \A1;0.93 \A1;1.28 \A1;1.34 \A1;2.30 \A1;0.95 \A1;1.78 \A1;2.92 \A1;1.43 \A1;1.88 \A1;1.28 \A1;6.44 \A1;7.10 \A1;1.98 \A1;3.00 \A1;3.70 \A1;1.68 \A1;7.60 \A1;5.80 \A1;2.83 \A1;2.85 \A1;3.35 \A1;3.50 \A1;6.21 \A1;3.90 \A1;1.25 \A1;10.84 \A1;1.40 \A1;0.99 \A1;3.90 \A1;2.93 \A1;7.45 \A1;3.63 \A1;1.08 \A1;0.14 \A1;3.43 \A1;2.20 \A1;4.25 \A1;4.40 \A1;1.70 \A1;2.90 CENT BRAZ TOMA 1-000 ELECTRICIDAD PLANTA BAJA Escala: 1:100 Descripción: PLANO DE REPLANTEO PLANTA BAJA 02_PY_IE_50_310305_1 100_GG 02_PY_IE_01 25 02 Plano Obra SE COTIZARÁ LA PUESTA A TIERRA DE LA INSTALACIÓN \A1;1.20 \A1;1.40 \A1;1.40 \A1;1.00 \A1;1.00 \A1;1.20 \A1;2.20 \A1;\U+22051.20 \A1;1.41 \A1;1.41 \A1;1.57 \A1;1.57 \A1;1.47 \A1;.72 \A1;.85 \A1;.45 \A1;1.18 \A1;1.18 \A1;.45 \A1;.45 \A1;.45 \A1;1.15 \A1;1.15 \A1;.80 \A1;.80 \A1;.82 \A1;.82 \A1;1.73 \A1;2.21 1,21 9.286526041453698 1,21 9.286526041453698 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Planta + 0,15 mts. 5 5 Acceso Ppal. 5 5 5 5 5 5 5 5 Estar Comedor Ppal. Garage Paso Dormitorio 1 1 5 Cocina Comedor 5 1 2 3 4 5 6 7 11 8 9 10 Proyección losa superior 5 5 5 5 5 5 5 5 5 T V T TOMA TOMA TOMA TOMA TOMA TOMA TOMA TOMA TOMA T V TOMA T T V T TOMA TOMA TOMA TOMA TOMA TOMA TOMA TOMA TOMA TOMA TOMA TOMA Circuito Nº1 Circuito Nº3 Circuito Nº4 TOMA TOMA TOMA TOMA TOMA TOMA Circuito Nº2 Circuito Nº5 A B H E J N O A B M L J I K H G D C F M C B A E G H L N O P K A C A D B D F E I G H B E N O TOMA C Proy.Correa Proy. Cumbrera Proy.Correa E C D G I Circuito Especial E1 (Purificador de Aire) Planta + 3,12 mts. J TOMA E TOMA I T TOMA H C TOMA G V T K TOMA F G TOMA C H TOMA I B TOMA TOMA E F TOMA D T V H A TOMA Circuito Nº8 A TOMA E TOMA F Circuito Nº6 Circuito Nº7 TOMA D A TOMA F T V Circuito Nº4 TOMA E T F Circuito Sauna TOMA G TOMA Dormitorio Ppal. Vestidor Vestidor Dormitorio Sauna Dormitorio D A B B1 C D E F I J K M N G1 B L J Caja de Tablero de Comando Sauna TOMA A Caja de 5X10cm a 1.80mt. de N.T.P. TOMA TOMA TOMA A B C Circuito Nº101 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Bodega TOMA TOMA K M G H a bodega de PB Bodega bajo escalera TOMA TOMA CIRCUITO ESPECIAL TOMAS PARA 2 BOMBAS PRESURIZADORAS ROWAPRESS 30 de 3Kg/m2 CIRCUITO ESPECIAL TOMAS PARA 1 BOMBAS ROWA 5/1 TOMA Ter Ter Ter Ter Ter Ter T V T Ter TELEVISION TELEFONO TERMOSTATO T V T Ter TELEVISION TELEFONO TERMOSTATO TOMA Caja de extractor 1.80mt. de N.T.P. H Escala: 1:100 Descripción: INSTALAC. ELECTRICA PLANTA ALTA 02_PY_IE_51_310305_1 100_GG 02_PY_IE_02 ELECTRICIDAD PLANTA ALTA 26 02 Plano Obra \A1;2.00 \A1;3.91 \A1;5.00 \A1;2.00 \A1;2.00 \A1;3.81 \A1;3.09 \A1;4.15 \A1;8.70 \A1;1.00 \A1;3.31 \A1;3.15 \A1;3.60 \A1;5.65 \A1;1.70 \A1;1.70 \A1;6.35 \A1;12.20 \A1;4.00 \A1;5.20 \A1;8.70 \A1;3.71 \A1;2.30 \A1;2.08 \A1;8.70 \A1;6.35 \A1;2.72 \A1;1.00 +0,10 V18′ V18 V100 curva 25X35 3ø12 ar 3ø12 ab \A1;12.20 \A1;4.06 \A1;3.63 \A1;2.35 \A1;4.23 \A1;5.35 \A1;3.90 \A1;3.90 \A1;2.35 \A1;2.05 \A1;2.93 \A1;4.20 \A1;4.50 \A1;2.35 \A1;1.14 \A1;3.50 02_PY_ER_fundaciones_.dwg_GG_AU2002 Descripción: Planta de Estructura, de Fundación y Replanteo. Nº Plano: 01 Escala: 1:50 02_PY_ER \A1;4.06 \A1;4.23 \A1;5.35 \A1;3.90 \A1;3.90 \A1;2.35 \A1;2.05 \A1;2.93 \A1;2.35 \A1;1.14 \A1;3.63 \A1;2.35 \A1;2.90 \A1;2.08 \A1;2.16 \A1;2.70 \A1;1.09 \A1;2.10 \A1;2.20 \A1;0.90 \A1;2.17 \A1;3.34 \A1;2.59 \A1;\U+22050.97 \A1;2.29 \A1;2.37 \A1;1.86 \A1;0.70 \A1;0.08 \A1;0.11 \A1;0.08 \A1;2.35 16 13 9 11 12 10 6 14 7 8 4 2 3 5 15 1 \A1;0.93 \A1;2.09 ±0.00 \A1;2.00 \A1;2.90 \A1;5.48 \A1;5.30 \A1;.27 \A1;.38 \A1;1.05 \A1;1.35 \A1;3.76 \A1;2.10 \A1;2.70 ±0.00 1-000 \A1;1.51 \A1;0.90 \A1;5.13 \A1;11.09 \A1;9.04 \A1;15.79 \A1;6.25 \A1;8.60 \A1;0.90 \A1;2.20 \A1;8.80 \A1;5.10 \A1;.80 \A1;.20 \A1;.20 \A1;.61 \A1;3.65 \A1;.15 \A1;1.00 \A1;2.19 \A1;6.39 \A1;10.09 \A1;10.18 \A1;5.86 \A1;.20 \A1;1.85 \A1;2.34 \A1;4.26 \A1;6.46 \A1;4.60 \A1;9.97 \A1;.15 \A1;1.77 \A1;.15 \A1;4.72 \A1;6.94 \A1;5.82 \A1;6.44 \A1;7.15 \A1;8.09 \A1;8.13 \A1;8.44 \A1;9.98 \A1;10.64 \A1;10.26 \A1;7.82 \A1;8.49 \A1;8.14 \A1;.11 \A1;1.77 \A1;7.44 \A1;1.21 \A1;.93 \A1;8.27 \A1;8.09 \A1;6.63 \A1;6.26 \A1;15.79 \A1;.20 \A1;2.00 \A1;1.21 \A1;2.19 \A1;3.86 \A1;2.00 \A1;.81 \A1;.20 \A1;.66 \A1;3.30 \A1;.20 \A1;7.18 \A1;6.95 \A1;5.76 \A1;1.16 \A1;.77 \A1;.15 \A1;5.76 Eje de Replanteo Nº 2 c/20 c/11 5 5 5 5 5 5 Ø\C2;8 c/13 V28 L4 12 V25 V26 5 Ø\C2;8 V4 Ø\C2;6 Ø\C2;8 c/13 c/12 V3 V21 5 5 L3 V22 V23 V24 5 c/13.5 c/15 Ø\C2;8 Ø\C2;6 c/13 V27 V13 V9 5 12 L7 Eje de Replanteo Nº 1 Ø\C2;8 Ø\C2;6 c/16 c/15 V29 V12 V8 V19 V20 5 5 5 12 L6 5 5 5 5 Ø\C2;8 5 5 N.S.L.+/-0,00 Ø\C2;8 c/10.5 c/11 Ø\C2;8 Ø\C2;6 c/20 V1 V2 12 L1 12 L2 V15 Ø\C2;8 Ø\C2;8 c/10.5 c/13 Ø\C2;8 Ø\C2;6 c/11.5 Ø\C2;6 c/20 V10 V6 V11 V7 V16 12 L8 5 L5 12 L2 12 V14 Detalle Viga Fundación Losa Muro Suelo compactado ±0.00 ±0.00 ±0.00 5 5 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 C5 C7 C12 C11 C5´ C4 C7 C16 12 C15 C10 C6 C3 C2 C8 C14 V5 5 c/11 12 L2 Ø\C2;6 c/20 Ø\C2;8 V17 c/11 Ø\C2;8 5 5 M Ø\C2;6 c/20 5 ±0.00 ±0.00 CE CE ±0.00 Losa Baja . Muro Suelo compactado Detalle Viga Fundación ±0.00 ±0.00 ±0.00 C9 0.35mX0.40m 4ø10AB 2ø16+3ø12AR 0.30mX0.30m 4ø12AR 4ø8AB Est.ø8c/20 Est.ø8 c/20 0.30mX0.30m 4ø8AB 4ø12AR Est.ø8c/20 0.45mX0.50m 4ø10AB 4ø16+4ø12AR Est.ø8c/20 Est.ø6 c/20 4ø 10 AB 2ø16+4ø12AR 0.35mX0.40m Est.ø6c/20 4ø10AB 6ø12AR 0.35mX0.40m 0.35mX0.40m 6ø12AR 4ø10AB Est.ø8c/20 5ø12AR 4ø10AB Est.ø8c/20 0.35mX0.40m 0.35mX0.35m 6ø12AR 4ø10AB Est.ø6c/20 0.35mX0.35m 4ø8AB Est.ø6c/20 4ø8AR 0.30mX0.30m 4ø8AB Est.ø8c/20 5ø12AR 0.30mX0.30m Est.ø8c/20 4ø8AB 5ø12AR 0.30mX0.30m Est.ø6c/20 4ø8AB 5ø12AR 0.30mX0.35m 4ø8AB Est.ø8c/20 5ø12AR 0.30mX0.35m 4ø8AB Est.ø8c/20 5ø12AR 0.30mX0.35m Est.ø8c/20 5ø12AR 4ø8AB 0.40mX0.45m 2ø16+3ø12AR 4ø10AB Est.ø8c/20 0.40mX0.45m 4ø10AB Est.ø6c/20 2ø16+4ø12AR 0.30mX0.30m 4ø8AB Est.ø8c/20 4ø12AR 0.30mX0.30m 4ø8AB Est.ø8c/20 4ø12AR C1 C13 0.35mX0.40m Est.ø6c/20 2ø10AB 2ø10AR 0.35mX0.40m Est.ø6c/20 3ø10AB 6ø10AR Est.ø6c/20 3ø8AB 4ø8AR 0.20mX0.20m Est.ø6c/20 3ø8AB 3ø8AR 0.35mX0.40m Est.ø8c/20 4ø10AB 3ø16+3ø12AR 0.35mX0.40m VM9 0.35mX0.40m 4ø12AB Est.ø6 c/20 4ø8AR 6ø12AR 4ø10AB Est.ø8c/20 0.35mX0.40m 3ø12AR 4ø10AB Est.ø6c/20 0.35mX0.40m 0.30mX0.30m Est.ø8c/20 4ø8AB 5ø12AR c/13.5 Ø\C2;8/6 Est.ø8c/20 4ø10AB 2ø16+3ø12AR 0.35mX0.40m 0.35mX0.40m 4ø8AR 4ø12AB VM13 N.S.L.-0,29 5 \A1;1.61 \A1;9.14 \A1;5.23 \A1;15.69 \A1;11.19 -0,29 Todas las columnas son de 25X25 cm. con 6ø12 Est. ø6c/14cm. Dejar Insertos ø 8c/15 en Viga Nº 29 para fututa continuidad de losa en lote lindero. Est.ø6c/20 Eje divisorio con parcela Oeste Dejar Insertos 4ø12AR, 4ø8AB en Viga Nº 22 para futura continuidad de Viga en lote lindero. Dejar Insertos 4ø12AR, 4ø8AB en Viga Nº 16 para futura continuidad de Viga en lote lindero. Refuerzo de borde 2ø12 0.40mX0.45m 2ø16+3ø12AR 4ø10AB Est.ø8c/20 Dejar Insertos 4ø12AR, 4ø8AB en Viga Nº 22 para futura continuidad de Viga en lote lindero. 5 C1 C2 C3 C4 C5 C8 C13 C9 C14 V116 V123 V120 V122 V121 C12 C17 C7 C11 C16 V124 V125 V119 V105 2ø8AR 6ø12AB Est.ø8c/20 0.15mX0.40m 2ø8AR 2ø10+3ø8AB Est.ø6c/20 0.15mX0.40m 2ø8AR 5ø8AB Est.ø6c/20 0.15mX0.40m 2ø8AR 5ø12AB Est.ø8c/20 0.15mX0.35m 2ø8AR 4ø10AB Est.ø8c/20 0.15mX0.35m 12 L3 c/13,5 Ø10 13 L9 c/12,5 ø10 13 L8 c/12,5 Ø10 2ø8AR 2ø10+3ø8AB Est.ø6c/20 0.15mX0.40m V103 2ø8AR 6ø12AB Est.ø8c/20 0.15mX0.30m 2ø10AR 5ø10AB Est.ø8c/20 0.15mX0.30m V118 2ø8AR 4ø10AB Est.ø8c/20 0.15mX0.35m 2ø8AR 4ø8AB Est.ø6c/20 0.15mX0.40m V104 2ø8AR 3ø8AB Est.ø6c/20 2ø8AR 3ø8AB Est.ø6c/20 2ø10AR 5ø10AB Est.ø6c/20 0.15mX0.40m V101 2ø8AR 6ø12AB Est.ø8c/20 2ø8AR 7ø12AB Est.ø8c/20 12 L2 Ø10 10 L7 c/11 Ø6 12 L6 c/10 Ø8 0.15mX0.35m 2ø10AR 5ø10AB Est.ø8c/20 C6 2ø8AR 3ø8+3ø10AB Est.ø6c/20 0.15mX0.40m C2″ V115 2ø8AR 4ø10AB Est.ø6c/20 0.15mX0.40m V114 2ø8AR 2ø8+2ø10AB Est.ø6c/20 0.15mX0.40m 6ø12AR 4ø12AB Est.ø8c/20 0.15mX0.40m V110 6ø12AR 4ø12AB Est.ø8c/20 0.15mX0.40m V113 0.15mX0.40m V112 0.15mX0.40m V111 2ø8AR 2ø10+3ø8AB Est.ø8c/20 0.10mX0.30m V109 2ø8AR 2ø10+3ø8AB Est.ø8c/20 0.10mX0.30m V102 0.10mX0.30m V108 2ø8AR 4ø8AB Est.ø6c/20 0.15mX0.20m V107 0.18mX0.70m (INVERTIDA) V106 10 L5 c/11 Ø6 E C10 C15 12 Ø8 c/10 Columnas.(Todas): Fb: 18/18 fe: 4 ø 0,12 Estr.: ø 6 c/ 0,15 Eje de Viga Eje de Viga Eje de Viga Eje de Viga La Viga Nº117 respeta la Eje de Viga Eje de Viga 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 c/13,5 ±0.00 ±0.00 C1 C2 C3 C4 C5 C8 C14 V116 V123 V120 V122 V121 C12 C17 C7 C11 C16 V124 V125 V119 V105 2ø8AR 6ø12AB Est.ø8c/20 0.15mX0.40m 2ø8AR 2ø10+3ø8AB Est.ø6c/20 0.15mX0.40m 2ø8AR 5ø8AB Est.ø6c/20 0.15mX0.40m 2ø8AR 5ø12AB Est.ø8c/20 0.15mX0.35m 2ø8AR 4ø10AB Est.ø8c/20 0.15mX0.35m 12 L3 c/13,5 Ø10 13 L9 c/12,5 Ø10 13 L8 c/12,5 Ø10 2ø8AR 2ø10+3ø8AB Est.ø6c/20 0.15mX0.40m V103 0.15mX0.30m 2ø10AR 5ø10AB Est.ø8c/20 0.15mX0.30m V118 2ø8AR 4ø10AB Est.ø8c/20 0.15mX0.35m 0.15mX0.40m V104 2ø8AR 3ø8AB Est.ø6c/20 2ø8AR 3ø8AB Est.ø6c/20 2ø10AR 5ø10AB Est.ø6c/20 0.15mX0.40m V101 12 L2 Ø10 10 L7 c/11 Ø6 0.15mX0.35m 2ø10AR 5ø10AB Est.ø8c/20 C6 0.15mX0.40m 6ø12AR 4ø12AB Est.ø8c/20 0.15mX0.40m V110 6ø12AR 4ø12AB Est.ø8c/20 0.15mX0.40m V113 0.15mX0.40m V112 2ø8AR 2ø10+3ø8AB Est.ø8c/20 0.10mX0.30m V109 2ø8AR 2ø10+3ø8AB Est.ø8c/20 0.10mX0.30m V102 C10 C15 Columnas.(Todas): Fb: 18/18 fe: 4 ø 0,12 Estr.: ø 6 c/ 0,15 Eje de Viga Eje de Viga Eje de Viga ±0.00 ±0.00 ±0.00 ±0.00 c/13,5 ±0.00 5 5 5 5 ±0.00 ±0.00 ±0.00 5 5 5 5 5 5 5 ±0.00 ±0.00 5 Planta Alta Planta Baja 10 9 8 7 6 5 4 16 15 14 13 12 11 11 12 13 14 15 16 4 5 6 7 8 9 10 5 5 Proy. eje de viga Nº7 Proy. eje de viga Nº11 15 Proy. eje de viga Nº2 Proy. eje de viga Nº25 Carpeta de Nivelación 5 Carpintería de Acceso a Baulera Bodega 5 5 5 5 Viga Hº Aº 0.35mX0.45m ±0.00 ±0.00 ±0.00 Alisado de Cemento 1 3 2 ±0.00 ±0.00 4 Poliestireno Expandido Losa Hº Aº Tubo PEX 10 Muro 0.20 mts. Eje de Columna 9 8 7 12 11 14 13 6 Solado Tanque Acero Inox. Affinity 900 Lts. 0.97 mts.X1.23 mts. 5 5 5 5 Rebaje en losa altura de paso 16 ±0.00 ±0.00 5 Clavadera 1/2″ X 2″ Liston Sandwich 1/2″ X 11/2″ Aislación Hidrófuga/Barrera de Vapor Machimbre 1/2″ ±0.00 Pizarra Proy. eje de viga Nº29 Corte 1-1 Viga de encadenado superior Viga de encadenado inferior 5 16 13 9 11 12 10 6 14 7 8 4 2 3 1 5 5 5 15 5 5 5 5 5 V117 0.15mX0.40m 2ø10AR 5ø10AB Est.ø6c/20 Det. Viga Nª104 VigaNº107 Viga Nº108 Viga Nº 112 Pendiente de la Cubierta Corte detalle A-A 5 A A Nota 1: c/20 Ø\C2;6 c/20 Ø\C2;6 Ø\C2;6 c/20 c/20 Ø\C2;6 c/20 Ø\C2;6 ±0.00 ±0.00 Ø\C2;6 c/20 Detalles Apeos B Adicional 2ø12 B B B c/20 Ø\C2;6 2ø10AR 2ø8AB Est.ø6c/20 Nota 2: Adecuar los espesores de viga a la pared sin disminuir la dimensión indicada L9 5 5 Corte 0-0 5 +0,15 5 0,00 +3,05 N.P.T int 5 5 +0,12 N.P.T int +7,79 +0,15 N.P.T int 0.90/1.20 1.35/1.50 V1 0.90/1.10 3.00 V11 5 5 5 5 5 5 1 1 La viga se apoyará sobre cabriada a definir Proyección de viga oblicua 2 2 No comenzar chimenea 5 + 3,05 Planta + 2,90 mts. Eje de Replanteo Nº 1 Eje de Replanteo Nº 2 5 5 5 5 5 5 5 5 5 5 5 5 5 11 16 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2.10 0.80 P1 2.10 0.80 P1 5 2.10 0.80 P1 2.05 0.70 P2 DORMITORIO 9-002 DORMITORIO 10-003 DORMITORIO 14-003 5 BAÑO 11-000 BAÑO 12-000 5 5 5 2.05 0.70 P2 2.05 0.70 P2 2.05 0.70 P2 5 5 5 5 5 5 5 5 5 2.05 0.70 P2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.80/0.90 0.80/1.00 V10 0.80/0.90 0.30/0.50 V9 0.90/1.10 1.50/2.00 V7 0.90/1.20 1.20/1.50 V2 1,50 1.50 V8 0.90/1.10 1.50/2.00 V7 0.80/0.90 0.30/0.50 V9 0.80/0.90 0.80/1.00 V10 0.90/1.10 3.00 V11 5 5 5 5 5 5 5 02_PY_ER_fundaciones_.dwg_GG_AU2002 Descripción: Planta Alta, Estructura. Nº Plano: 01 Escala: 1:50 02_PY_ER ±0.00 Fecha: 03/08/07 \A1;0.95 \A1;1.10 \A1;0.59 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.00 \A1;1.30 \A1;1.10 \A1;1.30 \A1;0.79 \A1;2.00 \A1;0.83 \A1;3.60 \A1;0.21 \A1;1.50 \A1;2.85 \A1;6.15 \A1;0.95 \A1;1.10 \A1;0.95 \A1;2.00 \A1;1.50 \A1;0.50 \A1;0.73 \A1;5.12 \A1;1.00 \A1;1.58 \A1;0.50 \A1;0.96 \A1;0.50 \A1;1.00 \A1;0.77 \A1;0.59 \A1;0.78 \A1;0.50 \A1;1.00 \A1;3.99 \A1;1.00 \A1;3.99 \A1;1.00 \A1;3.99 \A1;1.00 \A1;3.99 \A1;1.00 \A1;3.99 \A1;1.00 \A1;1.30 \A1;1.02 \A1;2.00 \A1;1.02 \A1;0.10 \A1;0.90 \A1;0.82 \A1;1.94 \A1;1.00 \A1;1.02 \A1;2.00 \A1;1.02 \A1;2.55 \A1;1.31 \A1;1.05 \A1;1.00 \A1;1.94 \A1;2.54 \A1;2.05 \A1;0.59 \A1;1.00 \A1;1.94 \A1;0.58 \A1;2.45 \A1;1.64 \A1;0.63 \A1;0.63 \A1;0.15 \A1;2.05 \A1;0.95 \A1;4.99 \A1;0.15 \A1;2.05 A 01 – – 02 P E S C A L A 0 B R A : P L A N O : D I R E C C I O N : P U N T A S : O B R A N O M E N C L A D O R N U M E R O V E R S I O N N U M E R O D E P L A N O F E C H A M O D I F I C A D O F E C H A D I B U J O 02 – 08 – 07 FACHADA LATERAL SUR ACOTADA – – VISTAS P R O Y E C T O A 01 – – 02 P E S C A L A 0 B R A : P L A N O : D I R E C C I O N : P U N T A S : O B R A N O M E N C L A D O R N U M E R O V E R S I O N N U M E R O D E P L A N O F E C H A M O D I F I C A D O F E C H A D I B U J O 02 – 08 – 07 FACHADA CONTREFRENTE ACOTADA – – VISTAS P R O Y E C T O E S C A L A 1 : 50 A 03 02 0 B R A : P L A N O : D I R E C C I O N : O B R A N O M E N C L A D O R N U M E R O V E R S I O N N U M E R O D E P L A N O F E C H A M O D I F I C A D O F E C H A D I B U J O 21 – 09 – 07 FACHADA FRENTE 01 2A COMITENTE 1 3 02-01-2A-1-3-1 – 03A Nº DE OBRA ETAPA VERSIÓN P U N T A S : P A R C E L A : 16 S E C C I O N CATEGORÍA O R D E N 1 \A1;1.10 \A1;3.25 \A1;0.21 \A1;0.18 \A1;1.26 \A1;0.15 \A1;2.05 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.80 \A1;0.35 02 E S C A L A 1 : 50 0 B R A : P L A N O : D I R E C C I O N : O B R A N O M E N C L A D O R F E C H A M O D I F I C A D O F E C H A D I B U J O Sergio Cima 21 – 09 – 07 VIVIENDA SANTINI PLANTA DE ARQUITECTURA COUNTRY PINAR DEL SOL 01 2A COMITENTE RUBRO PLANO DE: DETALLE 1 1 0 Nº DE OBRA ETAPA VERSIÓN P U N T A S : P A R C E L A : 00-PUNTAS SANTINI 16 V6 1.34 1.10 V2 1.50 1.00 V6` 0.65 1.10 V6` 0.65 1.10 FIJO V7 2.00 1.00 FIJO FIJO FIJO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V10 1.00 1.00 V9B 0.50 1.00 V10 1.00 1.00 V9 0.50 1.00 V5 2,00 0.50 V1B 1.50 1.10 V9 0.50 1.00 FIJO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Cubierta de pizarra Conducto de extracción de humos en albañilería y revestido en piedra V12 2.00 2.05 Blindex V7 2.00 1.00 V4 1.30 1.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V1B 1.50 1.10 FIJO 5 5 5 V6` 0.65 1.10 +0,00 N.P.T planta baja 5 5 +2.05 -0,15 +2.95 N.P.T planta alta +4.99 +7.75 5 +3.60 +6.70 +0,00 N.P.T planta baja +2.05 -0,15 +2.95 N.P.T planta alta +4.99 +7.75 +3.60 +6.70 5 +6.31 +6.82 +7.08 5 5 +0,00 N.P.T planta baja +2.05 -0,15 +2.95 N.P.T planta alta +4.99 +7.75 VITRAUAUX ENTREGADO POR J.M.V. 1.20m x 1.50m Cubierta de pizarra Conducto de extracción de humos en albañilería y revestido en piedra FIJO 3,25 1.00 V11B V11A 1,26 1.00 FIJO V1A 1.50 1.10 +0,00 N.P.T planta baja 5 5 5 5 5 5 5 5 +2.05 5 5 5 -0,15 +2.95 N.P.T planta alta +4.99 +7.75 FIJO FIJO +3.50 +6.49 5 E S C A L A 1 : 50 A 03 02 0 B R A : P L A N O : D I R E C C I O N : O B R A N O M E N C L A D O R N U M E R O V E R S I O N N U M E R O D E P L A N O F E C H A M O D I F I C A D O F E C H A D I B U J O 21 – 09 – 07 FACHADA FRENTE 01 2A COMITENTE 1 3 Nº DE OBRA ETAPA VERSIÓN P U N T A S : P A R C E L A : 16 S E C C I O N CATEGORÍA O R D E N 1