Casa De Campo Unifamiliar De Dos Pisos DWG Section for AutoCAD

Casa De Campo Unifamiliar De Dos Pisos DWG Section for AutoCAD

Plant – sections – details – dimensions – equipment

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

see foundation, see table of overlaps, ldg, foundations, ceiling lightened first level, technical specifications :, i. concrete:, resistance, dosages:, footings, foundation slabs, beams and slabs, foundations, overlays, reinforcing steel, coatings, columns, slabs and beams, foundation slab, foundations and footings, ii. masonry:, brick,: type iv, mortar, f’m, iii. soil:, soil,: silty sand sm, depth of friction, admissible pressure, iv. structural wood:, beams, iv. seismic analysis:, type of analysis,: a. dynamic by superposition, spectral modal, structural system, seismoresistente,: confined masonry, walls, cut and porticos of concrete, parameters for analysis:, zone factor: file, use factor: housing, seismic amplification factor, coef. of reduction est. regular, analysis direction, xy, _._ _, level, x axis, y axis, first level, second level, additional recommendations :, do not build on peat, organic soil, topsoil, land clearing or sanitary landfill these materials should be, removed in its entirety before constructing the building, and be replaced by suitable materials, xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx, beam, esc. referential, see abutment column, esc. referential, ref. lower, ref. upper, – the joints of the upper armors, will be made in the central third of the section, – the joints of the lower armors will be made in the supports, notes:, second level wooden ceiling, half-brick roof, scale: reference, roof of wood shingle, asphalt shingle roof, concrete beam, lintel, waterproofing, cistern, rain protection in limatesa, protection of the rain in the valley, protection of humidity in ceilings, with cover on base of decking or board, flying beam, note.-

Raw text data extracted from CAD file:

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H a. Ln/2 Ln/4 a a \A1;0.15 PARA d3/8" 0.20 PARA d1/2" 0.25 PARA d5/8" 2H/3 H Lg .25 .02 Lg Ln \A1;0.15 PARA d3/8" 0.20 PARA d1/2" 0.25 PARA d5/8" \A1;0.15 PARA d3/8" 0.20 PARA d1/2" 0.25 PARA d5/8" \A1;0.15 PARA d3/8" 0.20 PARA d1/2" 0.25 PARA d5/8" \A1;0.15 PARA d3/8" 0.20 PARA d1/2" 0.25 PARA d5/8" H/6 H/6 Le Le \A1;.30 \A1;.15 \A1;.30 \A1;.90 \A1;.35 \A1;.15 \A1;.35 \A1;.15 \A1;.15 \A1;.20 \A1;.10 \A1;.50 \A1;.50 \A1;.30 \A1;1.30 \A1;3.10 \A1;2.13 \A1;1.45 \A1;1.30 \A1;2.99 \A1;.90 \A1;1.50 \A1;.95 \A1;1.60 \A1;.15 , .20 o .25 \A1;.50 \A1;.50 \A1;.30 \A1;.20 \A1;.10 \A1;.50 \A1;.60 \A1;.15 \A1;.50 \A1;.50 \A1;.30 \A1;.75 \A1;.20 \A1;.10 \A1;.60 \A1;.50 \A1;.60 \A1;.40 \A1;.50 \A1;.75 \A1;.75 \A1;1.00 \A1;.70 \A1;.75 \A1;.95 \A1;.95 \A1;3.00 \A1;5.40 \A1;.80 \A1;1.54 \A1;2.91 \A1;.40 \A1;.75 \A1;1.90 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.60 \A1;.50 \A1;.60 \A1;.60 \A1;.40 \A1;.50 \A1;.50 \A1;.50 \A1;25.00 \A1;.50 \A1;.50 \A1;.50 \A1;.30 \A1;.20 \A1;.10 \A1;.15 \A1;.25 \A1;.10 \A1;.50 \A1;.50 \A1;.30 \A1;.50 \A1;.20 \A1;.25 \A1;.25 \A1;.25 \A1;.15 \A1;.60 \A1;.20 \A1;.20 \A1;3.40 \A1;.40 \A1;.40 \A1;1.80 \A1;.60 \A1;.20 \A1;.20 \A1;3.35 \A1;.50 \A1;.60 \A1;.20 \A1;.20 \A1;3.60 \A1;.20 \A1;.60 \A1;.25 \A1;2.00 \A1;1.00 \A1;.20 \A1;1.00 \A1;1.00 \A1;.90 \A1;.15 \A1;.20 \A1;.30 \A1;.15 \A1;.20 \A1;.55 \A1;.55 \A1;.55 \A1;.55 \A1;.55 \A1;.55 \A1;.55 \A1;.55 \A1;.55 \A1;.55 \A1;.15 \A1;.50 \A1;.59 \A1;.59 \A1;.59 \A1;.59 \A1;.59 \A1;.59 \A1;.59 \A1;.59 \A1;.59 \A1;.59 \A1;.59 \A1;.59 \A1;.59 \A1;.59 \A1;.59 \A1;.63 \A1;.20 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.63 \A1;.63 \A1;.63 \A1;.63 \A1;.40 \A1;3.39 \A1;.30 \A1;.20 \A1;.40 \A1;1.25 \A1;.40 \A1;.37 \A1;.20 \A1;.50 \A1;5.15 \A1;.70 \A1;.70 \A1;.30 \A1;.15 \A1;.40 \A1;.20 \A1;3.40 \A1;.60 \A1;.20 \A1;.25 \A1;.50 \A1;.40 \A1;1.80 \A1;2.10 \A1;.20 \A1;.70 \A1;.30 \A1;.15 \A1;.40 \A1;1.85 \A1;.70 \A1;.20 \A1;.70 \A1;.25 \A1;3.36 \A1;.30 \A1;.15 \A1;.40 \A1;.70 \A1;.20 \A1;3.35 \A1;.30 \A1;.15 \A1;.50 \A1;.70 \A1;.40 \A1;4.60 \A1;.45 \A1;.15 \A1;.75 \A1;2.85 \A1;.35 \A1;.35 \A1;.30 \A1;.15 \A1;2.85 \A1;.30 \A1;.35 \A1;.54 \A1;.15 \A1;1.80 \A1;1.65 \A1;.25 \A1;1.50 \A1;.25 \A1;1.50 \A1;.20 \A1;.37 \A1;.37 o .67 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;3.60 \A1;.20 \A1;.30 \A1;.22 \A1;.30 \A1;.20 \A1;.15 \A1;.75 \A1;.40 \A1;1.50 \A1;.30 \A1;1.50 \A1;.30 \A1;.30 \A1;.15 \A1;.70 \A1;.75 \A1;.75 \A1;.30 \A1;.15 \A1;2.22 \A1;.45 \A1;1.13 \A1;.70 \A1;1.75 \A1;.65 \A1;.30 \A1;.15 \A1;.20 \A1;.15 \A1;.40 \A1;2.60 \A1;.40 \A1;1.95 \A1;.25 \A1;.20 \A1;.15 \A1;.30 \A1;.15 \A1;2.00 \A1;.15 \A1;.70 \A1;.65 \A1;.30 \A1;.15 \A1;.35 \A1;2.30 \A1;.35 \A1;.70 \A1;.30 \A1;.15 \A1;400 600 \A1;150 \A1;350 \A1;JUNTA 6mm. \A1;2 CLAVOS A 20mm. DEL BORDE Y CUBIERTOS PO LA HILADA SUPERIOR \A1;335 \A1;130 \A1;1000 \A1;0.15 \A1;0.10 \A1;0.15 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;0.20 \A1;0.06 \A1;0.08 \A1;0.06 \A1;0.20 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.10 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.15 \A1;2.00 \A1;.15 \A1;.70 \A1;.30 \A1;.15 \A1;.15 \A1;2.00 \A1;.15 \A1;.70 \A1;.30 \A1;.15 \A1;.30 \A1;.15 \A1;.20 \A1;.15 \A1;.20 \A1;.20 \A1;.30 \A1;.30 \A1;.30 \A1;.15 \A1;.70 \A1;.30 \A1;.95 \A1;.15 \A1;4.10 \A1;.15 \A1;.70 \A1;.20 \A1;.60 \A1;.30 \A1;.25 \A1;.39 \A1;.15 \A1;2.50 \A1;1.00 \A1;0.15 \A1;0.60 \A1;1.15 \A1;1.15 \A1;.80 \A1;.80 \A1;.65 \A1;.50 \A1;.15 \A1;.15 \A1;.60 \A1;.65 \A1;.50 \A1;.15 \A1;.40 \A1;.15 \A1;.60 \A1;.20 \A1;.50 \A1;.65 \A1;.85 \A1;.20 \A1;.65 \A1;.20 \A1;.65 \A1;.15 \A1;.20 \A1;.75 \A1;.40 \A1;.15 \A1;3.55 \A1;.90 \A1;.60 \A1;.15 \A1;.50 \A1;.50 \A1;.30 \A1;2.05 \A1;1.15 \A1;.60 \A1;.15 \A1;.30 \A1;.30 \A1;.40 \A1;1.65 \A1;.60 \A1;2.80 \A1;.15 \A1;.60 \A1;.15 \A1;.15 \A1;1.80 \A1;.15 \A1;1.65 \A1;.15 \A1;.20 \A1;.40 \A1;.20 \A1;.15 \A1;.20 \A1;.20 \A1;.30 \A1;.80 \A1;.30 \A1;.40 \A1;.15 \A1;.20 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.20 \A1;.15 \A1;.70 \A1;.25 \A1;1.70 \A1;.30 \A1;3.70 \A1;.40 \A1;.20 \A1;.15 \A1;.15 \A1;.60 \A1;.15 \A1;.25 \A1;.15 \A1;.75 \A1;.15 \A1;.50 \A1;.60 \A1;.25 \A1;.25 \A1;.15 \A1;.15 \A1;1.15 \A1;.15 o .20 \A1;.60 \A1;.25 \A1;.15 \A1;.75 \A1;.15 \A1;.25 \A1;.25 \A1;.40 \A1;.50 \A1;.54 \A1;.90 \A1;2.40 \A1;1.00 \A1;.90 \A1;.91 \A1;.15 \A1;1.20 \A1;1.50 \A1;.17 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.10 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.40 \A1;.40 \A1;.15 \A1;.65 \A1;.20 \A1;.40 \A1;.50 \A1;.15 \A1;.15 \A1;1.13 \A1;.74 \A1;.15 \A1;.15 \A1;.25 \A1;.25 \A1;.45 \A1;.15 \A1;.65 \A1;.65 \A1;.15 \A1;.30 \A1;.15 \A1;.20 \A1;2.00 \A1;.20 \A1;.20 \A1;.20 \A1;2.60 \A1;.20 \A1;.49 \A1;.20 \A1;.40 \A1;.20 \A1;.71 \A1;.20 \A1;2.40 \A1;.20 \A1;1.50 \A1;1.90 \A1;.20 \A1;.20 \A1;2.00 \A1;.20 \A1;2.40 \A1;2.10 \A1;.95 \A1;.10 \A1;.40 \A1;.40 \A1;.30 \A1;.40 \A1;.60 \A1;.50 \A1;.43 \A1;.20 \A1;1.00 \A1;.20 \A1;.15 \A1;.25 \A1;.20 \A1;.15 \A1;.30 \A1;.15 \A1;0.06 \A1;0.05 \A1;0.05 \A1;0.06 \A1; 0.44 cm \A1;.20 \A1;.40 \A1;.63 \A1;.20 \A1;.60 \A1;.20 \A1;.15 \A1;.25 \A1;3.65 \A1;.70 \A1;.30 \A1;.30 \A1;.15 \A1;.20 \A1;.15 \A1;.35 \A1;.35 \A1;.15 \A1;.15 \A1;.25 \A1;1.15 \A1;.75 \A1;2.70 \A1;E=0.15 \A1;E=0.15 \A1;.30 TIPICO \A1;.30 TIPICO \A1;.40 \A1;.25 o .15 \A1;.50 \A1;.25 \A1;.50 \A1;2.35 \A1;.20 \A1;4.05 \A1;.40 \A1;.60 \A1;.20 \A1;.60 \A1;.15 \A1;1.20 \A1;2.20 \A1;.60 \A1;.60 \A1;.25 \A1;.60 \A1;.40 \A1;.40 \A1;.65 \A1;.50 \A1;.20 \A1;.20 \A1;.20 \A1;1.25 \A1;1.50 \A1;.70 \A1;.70 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.20 \A1;.65 NTP. +0.00 NTP. +0.00 NTP. +0.15 A B C D E F G H I A B C D E F G H I 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 11 12 13 14 15 NTP. +0.45 10 8 9 NTP. +0.15 NTP. +0.00 NTP. +0.00 NTP. +0.15 NTP. +0.45 A B C D E F G H I A B C D E F G H I 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C21 C1 C1 C2 C3 C5 C1 C1 C2 C4 C2 C4 C4 C4 C6 C7 C8 C2 C9 C10 C11 C9 C12 C11 C11 C13 C14 C4 C15 C16 C16 C17 C18 C4 C4 C13 C17 C4 C4 C17 C22 C22 C4 C30 C20 NTP. +0.15 NTP. +0.45 A B C D E F G H I A B C D E F G H I 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C1 C1 C1 C2 C3 C5 C1 C1 C2 C4 C2 C4 C4 C4 C6 C7 C8 C2 C9 C10 C11 C9 C12 C11 C11 C13 C14 C4 C15 C16 C16 C17 C18 C4 C4 C4 C4 C13 C24 C17 C4 C4 C17 C18 C18 C4 C30 C20 VG.101 (0.20 x 0.60) C1 C1 C1 C2 C3 C1 C1 C2 C4 C2 C4 C4 C6 C7 C8 C2 C9 C9 C12 C11 C13 C4 C15 C17 C4 C4 CIMENTACION TECHO ALIGERADO PRIMER NIVEL h= 0.20 , NFP= indicada, S/C=200kg/m2 C1 C3 C5 C2 C4 C7 C8 C9 C10 C11 \W4.95825; PRIMER \W5.62492; NIVEL Escala 1:25 \W4.19635; SEGUNDO \W5.62492; NIVEL \W1.29081; C U A D R O D E C O \W1.29081; L U M N A S 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;4ø1/2"+2d3/8" \A1;4ø5/8" + 2d3/8" 5 C6 5 \A1;4ø1/2"+6d 8mm \A1;4ø1/2"+2d3/8" \A1;4ø1/2"+4d3/8" 8ø1/2" 4ø3/8" 1/4"@0.20 8ø8mm 1/4"@0.20 8ø8mm \A1;4ø5/8"+2d1/2" 3/8"@0.20 3/8"@0.20 3/8"@0.20 3/8"@0.20 1/4"@0.20 3/8"@0.20 1/4"@0.20 1/4"@0.20 VG.102 (0.20 x 0.60) VCH101 (0.40 x 0.20) VG.103 (0.20 x 0.60) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6ø3/8" 5 6ø3/8" 7ø8mm 1/4"@0.20 1/4"@0.20 1/4"@0.20 1/4"@0.20 1/4"@0.20 1/4"@0.20 1/4"@0.20 1/4"@0.20 1/4"@0.20 5 5 C19 C19 C22 5 1ø1/2" 5 1ø5/8" 5 5 1ø3/8" VG.106 (0.15 x 0.60) 5 5 VG.108 (0.15 x 0.60) 5 5 C17 C19 C22 C17 5 5 5 5 5 5 5 9v. ESPECIFICACIONES TECNICAS: I. CONCRETO: RESISTENCIA, DOSIFICACIONES: ZAPATAS, LOSAS DE CIMENTACIÓN : 210 kg/cm2 : 210 kg/cm2 VIGAS Y LOSAS :1:10 C:H + 30% DE PIEDRA GRANDE CIMIENTOS CORRIDOS : 1: 8 C:H + 25% DE PIEDRA MEDIANA SOBRECIMIENTOS : f'y = 4200 kg/cm2 ACERO DE REFUERZO RECUBRIMIENTOS: COLUMNAS, LOSAS Y VIGAS : 4.0 cm. LOSA DE CIMENTACIÓN, CIMIENTOS Y ZAPATAS : 7.0 cm. II. ALBAÑILERIA: LADRILLO : TIPO IV MORTERO : 1:5 C:A f'm : 45 kg/cm2 III. SUELO: SUELO : ARENA LIMOSA SM PROFUNDIDAD DE DESPLANTE : 2.00 m. PRESION ADMISIBLE : 1.05 kg/cm2 IV. MADERA ESTRUCTURAL: VIGAS : GRUPO C, Emin = 55,000 kg/cm2 Eprom. = 90,000 kg/cm2 IV. ANALISIS SISMICO: TIPO DE ANALISIS : A. DINAMICO POR SUPERPOSICIÓN MODAL ESPECTRAL SISTEMA ESTRUCTURAL SISMORESISTENTE : ALBAÑILERIA CONFINADA, MUROS DE CORTE Y PORTICOS DE CONCRETO PARAMETROS PARA ANALISIS: FACTOR DE ZONA: LIMA : Z=0.4 FACTOR DE SUELO: PERFIL S1 : S=1.2 FACTOR DE USO: VIVIENDA : U=1.0 FACTOR DE AMPLIFICACION SISMICA : C=2.5*(0.6/t) COEF. DE REDUCCION EST. REGULARES : R=6 DIRECCIÓN DE ANÁLISIS X Y DESPLAZAMIENTOS ULTIMO NIVEL EN CENTRO DE MASA (cm) _._ _ _._ _ DISTORSIONES DE ENTREPISO EN CENTRO DE MASA (cm) NIVEL EJE X EJE Y PRIMER NIVEL _._ _ _._ _ SEGUNDO NIVEL _._ _ _._ _ RECOMENDACIONES ADICIONALES: NO CIMENTAR SOBRE TURBA, SUELO ORGANICO, TIERRA VEGETAL, DESMONTE O RELLANO SANITARIO ESTOS MATERIALES DEBERAN SER REMOVIDOS EN SU TOTALIDAD ANTES DE CONSTRUIR LA EDIFICACIÓN Y SER REMPLAZADOS POR MATERIALES ADECUADOS 5 5 5 5 C4 C4 C17 C17 C4 C4 C4 5v. 5v. 5 5 1v. 5 5 C22 5v. 5v. C22 VER PLANTA CIMENTACION .075 .25 .25 VER CUADRO DE TRASLAPES XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX \A2;COLUMNA VIGA ALTURA LOSA Y/O VIGA 5 \A1;FIERRO DE COLUMNA .40 .10 0.60 \A2;SOLADO DE CONCRETO 1:10 16d 15cm.mínimo) ldg lg lg \T1.45;\LESTRIBOS (gancho standard) \T1.45;d \T1.45;lg \W0.47641; \T1.45000;diametro \W0.47641; \T1.45000;de \W0.47641; \T1.45000;doblado \W0.47641; \T1.45000;(dd) \T1.45;8 cm. \T1.45;12 cm. \T1.45;15 cm. \T1.45;1/4" \T1.45;3/8" \T1.45;1/2" \T1.45;3 cm. \T1.45;4 cm. \T1.45;5 cm. \W1.05;\LDETALLE TIPICO DE ESTRIBOS Esc. Referencial \T1.45;VER CUADRO DE RECUBRIMIENTOS \T1.45;d1/2"=17.5cm. \T1.45;d3/8"= 9 cm. \T1.45;d1/4"= 6 cm. \T1.45;0.30 \T1.45;0.30 VER ESTRIBO COLUMNA \W0.80201; \FEras Light ITC;\W1.05000x;\LDETALLE DE NACIMIENTO Esc. Referencial \W2.39725; \FEras Light ITC;\W1.05000x;\LDETALLE DE ZAPATA Escala 1:25 (ESTRIBOS Y ANCLAJES) \W1.1;\T1.25;PARA d3/8":\W1.2;\T1.45; 0.15 0.15 \W1.1;\T1.3;PARA d1/2":\W1.2;\T1.45; 0.20 0.20 \W1.1;\T1.45; \T1.3; d5/8":\W1.2;\T1.45; 0.25 0.25 \W1.1;\T1.15;VER CUADRO \W1.1;\T1.05;d (indicado) 1@0.05, 5@0.15, Rto.@0.20 \W1.1;\T1.05;d (indicado) 1@0.05, 5@0.15, Rto.@0.20 \W1.1;\T1.25;VIGA \W1.1;\T1.25;VIGA \W1.1;\T1.15;VER CUADRO \W1.1;\T1.05;d (indicado) 1@0.05, 5@0.15, Rto.@0.20 \W1.1;\T1.05;d (indicado) 1@0.05, 5@0.15, Rto.@0.20 .075 \T1.1;LONGITUD DE DESARROLLO DE GANCHOS \T1.1;ldg (en cms) \T1.1;concreto f'c \T1.1;d \T1.1;f'c = 140 \T1.1;f'c = 175 \T1.1;f'c = 240 \T1.1;6mm. \T1.1;3/4" \T1.1;5/8" \T1.1;1/2" \T1.1;3/8" \T1.1;16 \T1.1;26 \T1.1;34 \T1.1;43 \T1.1;51 \T1.1;14 \T1.1;23 \T1.1;31 \T1.1;38 \T1.1;46 \T1.1;13 \T1.1;21 \T1.1;28 \T1.1;35 \T1.1;42 E-1 \W1.25;TRAMO #1 \W1.25;TRAMO #2 \W1.25;\LESCALERA E -1 Escala 1:25 L h. d1/4",1@.05,5@.10,R@.20 H a. d1/4",1@.05,6@.10,R@.25 \W1.18924; \FEras Light ITC;\LDETALLE DE CONFINAMIENTO ESC. REFERENCIAL \W2.80005; \FEras Light ITC;\LDETALLE DE CONFINAMIENTO DE VIGA ESC. REFERENCIAL Ln/2 Ln/4 a a NOTA.- 1.- NO EMPALMAR MÁS DEL 50% DEL ÁREA TOTAL EN UNA MISMA SECCIÓN. 2.- EN CASO DE NO EMPALMAR EN LAS ZONAS INDICADAS O EN LOS PORCENTAJES ESPECIFICADOS, AUMENTAR LA LONGITUD EN 70%. 3.- EN ALIGERADOS Y VIGAS CHATAS EL ACERO INFERIOR SE EMPALMARÁ SOBRE LOS APOYOS SIENDO LA LONGITUD DE EMPALME 0.25m. PARA \U+22053/8" Y 0.35m. PARA \U+22051/2" Y 5/8". 0.70 5/8" 0.80 3/4" d 0.40 3/8" 0.60 1/2" Ref. inferior 0.90 1.10 0.55 0.70 VALORES DE a (EN METROS) Ref. superior Ln \LDETALLES PARA COLOCACION DE ARMADURAS \LAPOYO EXTERIOR \LAPOYO INTERMEDIO \LAPOYO INTERMEDIO 0.15 PARA d3/8" 0.20 PARA d1/2" 0.25 PARA d5/8" 0.15 PARA d3/8" 0.20 PARA d1/2" 0.25 PARA d5/8" 0.15 PARA d3/8" 0.20 PARA d1/2" 0.25 PARA d5/8" 0.15 PARA d3/8" 0.20 PARA d1/2" 0.25 PARA d5/8" 0.15 PARA d3/8" 0.20 PARA d1/2" 0.25 PARA d5/8" - LOS EMPALMES DE LAS ARMADURAS SUPERIORESK, SE HARAN EN EL TERCIO CENTRAL DEL TRAMO - LOS EMPALMES DE LAS ARMADURAS INFERIORES SE HARAN EN LOS APOYOS NOTAS: \A1;NIVEL DE ENCOFRADO H/6 2H/3 H/6 H Le Le 0.60 5/8" 0.80 3/4" d 0.40 6mm. 0.40 3/8" Lg 0.50 1/2" Le(m) 1" 1.00 NOTA: NO SE EMPALMARÁ MÁS DEL 50% DE LA ARMADURA EN UNA MISMA SECCION, DEBIENDO ALTERNARSE LOS EMPALMES. \W1.13092; \LEMPALME TIPICO DETIPICO DE \W3.46425; \FEras Light ITC;\LREFUERZO EN .25 .02 Lg 0.20 5/8" 0.25 3/4" d 0.12 6mm. 0.12 3/8" 0.15 1/2" Lg(m) 1" 0.30 Escala 1:25 Escala 1:25 \LDETALLES DE EMPALMES EN VIGAS Escala 1:25 \LCHATAS \LPERALTADAS \LANCLAJE DE VIGAS Escala 1:25 \A1;NIVEL DE ENCOFRADO C12 C13 5 5 5 5 6ø3/8" \A1;6ø1/2"+4d3/8" 1/4"@0.20 3/8"@0.20 5 5 C22 5 5 4ø12mm 1/4"@0.20 5 5 5 CC1 5 5 5 \W1.25;\LCC1 Escala 1:25 ø1/2"@0.15 ø1/2"@0.15 ø1/2"@0.15 ø1/2"@0.15 ø1/2"@0.15 ø1/2"@0.15 ø1/2"@0.15 ø1/2"@0.15 ø1/2"@0.15 ø1/2"@0.15 ø1/2"@0.15 ø1/2"@0.15 ø1/2"@0.15 5 5 5 5 5 5 5 5 5 5 CC2 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC3 CC3 CC3 CC2 CC2 h=0.50 h=0.50 h=0.50 5 .15 , .20 o .25 5 5 5 5 \W1.25;\LCC2 Escala 1:25 5 5 5 5 5 5 5 5 \W1.25;\LCC3 Escala 1:25 5 CC2 CC1 CC1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ø1/2"@0.15 ø1/2"@0.15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W1.25;\LCORTE 1-1 Escala 1:25 5 5 5 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C11 C23 C23 C23 C23 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 5 5 5 5 5 \W1.25;\LCORTE 2-2 Escala 1:25 5 5 5 7ø8mm 1/4"@0.20 C23 4ø3/8" 1/4"@0.20 5 5 4ø3/8" 1/4"@0.20 \W1.25;\LVG.101(.20x.60) Escala 1:25 1/4";1@0.05;6@0.15;Rto.@0.25 5 5 \A1;2d5/8" \A1;2d5/8" \A1;2d8mm 5 3.40 5 5 5 \W1.25;\LVG.103(.20x.60) Escala 1:25 1/4";1@0.05;6@0.15;Rto.@0.25 5 5 \A1;2d5/8" \A1;2d5/8" \A1;2d8mm 5 5 5 \W1.25;\LVG.104(.30x.60) Escala 1:25 1/4";1@0.05;6@0.15;Rto.@0.25 5 5 \A1;2d5/8" \A1;2d5/8" \A1;2d8mm 5 5 5 VG.104 (0.30 x 0.60) \W1.25;\LVG.105(.20x.60) Escala 1:25 1/4";1@0.05;6@0.15;Rto.@0.25 5 5 \A1;2d5/8" \A1;4d5/8" \A1;2d8mm 5 5 VG.105 (0.25 x 0.60) C10 VG.204 (0.30 x 0.22-0.88) VG.206 (0.15 x 0.30) VG.207 (0.25 x 0.20) VG.208 (0.15 x 0.30) VG.201 (0.20 x 0.30) VG.209 (0.15 x 0.30) VG.202 (0.20 x 0.37) VG.203 (0.15 x 0.30) C24 C25 C26 C27 C28 \A1; \A1; \A1; \A1; VG.210 (0.15 x 0.45) 5 \A1;1ø3/8" \A1;1ø3/8" 1ø8mm 1ø8mm \A1;1ø3/8" 5 5 \A1;1ø1/2" \A1;1ø1/2" \A1;1ø3/8" \A1;1ø1/2" \A1;1ø3/8" \A1;1ø1/2" \A1;1ø8mm \A1;1ø1/2" C22 C22 \A1;1ø3/8" \A1;1ø3/8" 5 \A1;1ø3/8" \A1;1ø3/8" \A1;1ø8mm G3 \A1;RETIRAR UN LADRILLO EN FORMA INTERCALADA \A1; 5 2d1/2" 5 d1/4"@0.20 \W1.25;\LCORTE G3-G3(.20x.20) Escala 1:25 5 5 4ø3/8" 1/4"@0.20 VG.211 (0.15 x 0.30) VG.216 (0.15 x 0.30) VG.214 (0.15 x 0.30) VG.215 (0.15 x 0.30) a a \W1.25;\LCORTE a-a Escala 1:25 c c e e f f \W1.25;\LCORTE c-c Escala 1:25 \W1.25;\LCORTE e-e Escala 1:25 \W1.25;\LCORTE f-f Escala 1:25 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 NIV.+6.15 \A1; \A1; 1/4";1@0.05;6@0.10;Rto.@0.20 \A1;2d5/8" \A1;2d5/8" 5 5 5 5 \W1.25;\LVG.201(.20x.30) Escala 1:25 g \W1.25;\LCORTE g-g Escala 1:25 VG.205 (0.20 x 0.37- 0.67) g 5 5 5 Niv.+5.18 1/4";@0.20 Niv.+5.18 1/4";1@0.05;6@0.10;4@0.15;Rto.@0.20 \A1;2d5/8" \A1;2d5/8" 5 5.15 5 5 \W1.25;\LVG.202(.20x.37) Escala 1:25 h \W1.25;\LCORTE h-h Escala 1:25 h 5 Niv.+4.22 Niv.+4.22 5 5 Niv.+3.85 \A1;2d1/2" \W1.25;\LVG.206(.15x.30) Escala 1:25 1/4";1@0.05;6@0.10;Rto.@0.20 \A1;2d5/8" \A1;2d5/8" 5 5 5 5 i \W1.25;\LCORTE i-i Escala 1:25 i 5 Niv.+4.52 1/4";1@0.05; Rto.@0.10 5 \W1.25;\LVG.207(.25x.20) Escala 1:25 \A1;2d1/2" \A1;2d1/2" 5 1.80 5 5 k \W1.25;\LCORTE k-k 5 Niv.+5.882 1/4";1@0.05;Rto.@0.20 k 5 5 5 \A1;2d5/8" \A1;2d5/8" 5 5 5 5 \W1.25;\LVG.208(.15x.30) Escala 1:25 l \W1.25;\LCORTE l-l Escala 1:25 l Niv.+5.71 5 1/4";1@0.05;Rto.@0.20 1/4";1@0.05;Rto.@0.20 5 5 1/4";1@0.05; Rto.@0.10 \A1;2d5/8" \A1;2d5/8" 5 5 5 5 \W1.25;\LVG.209(.15x.30) Escala 1:25 m \W1.25;\LCORTE m-m Escala 1:25 m Niv.+5.48 Niv.+5.48 1/4";1@0.05;6@0.10;Rto.@0.20 5 1/4";1@0.05; Rto.@0.10 1/4";1@0.05; Rto.@0.10 1/4";1@0.05; Rto.@0.10 5 \A1;2d5/8" \A1;2d5/8" 5 5 5 5 \W1.25;\LVG.203(.15x.30) Escala 1:25 n \W1.25;\LCORTE n-n Escala 1:25 n Niv.+5.20 Niv.+5.20 1/4";1@0.05;6@0.10;Rto.@0.20 5 1/4";1@0.05; Rto.@0.10 5 \A1;2d5/8" \A1;2d5/8" 5 5 5 5 \W1.25;\LVG.210(.15x.45) Escala 1:25 o \W1.25;\LCORTE o-o Escala 1:25 o Niv.+6.386 1/4";1@0.05;6@0.10;4@0.15;Rto.@0.20 5 \A1;2d1/2" \W1.25;\LVG.211(.15x.30) Escala 1:25 5 5 5 \A1;2d5/8" \A1;2d5/8" p p VG.212 5 5 \W1.25;\LCORTE p-p Escala 1:25 Niv.+5.59 1/4";1@0.05;5@0.10;Rto.@0.20 VG.212 (0.15 x 0.54) \W1.25;\LVG.212(.15x.54) Escala 1:25 5 5 5 \A1;2d5/8" \A1;2d5/8" q q 1/4";1@0.05;5@0.10;Rto.@0.20 VG.211 5 5 \W1.25;\LCORTE q-q Escala 1:25 Niv.+5.59 Niv.+5.59 Niv.+5.59 5 Fondo =3.85 Fondo =4.88 Fondo =4.22 Fondo =5.41 Fondo =5.682 Fondo=4.30 Fondo=3.85 Fondo=5.29 Fondo=5.05 Fondo=5.20 Fondo=5.20 VG.213 (0.15 x 0.30) Fondo=5.29 Fondo=5.29 VG.217 (0.15 x 0.30) Fondo=5.29 Fondo=5.936 Fondo=4.90 Fondo =5.18 1.65 5 5 5 5 5 5 \A1;2d1/2" \A1;2d5/8" \A1;2d1/2" \A1;2d1/2" \A1;2d1/2" \A1;2d1/2" \A1;2d1/2" \A1;2d1/2" \A1;2d1/2" \A1;2d5/8" Niv.+5.18 Niv.+4.22 Niv.+3.85 1/4";1@0.05;Rto.@0.15 VG. 202 VG. 201 u u u u u .37 o .67 5 \W1.25;\LCORTE t-t Escala 1:25 .20 5 \W1.25;\LCORTE u-u Escala 1:25 1/4";@0.20 \A1;4d1/2" \W1.25;\LDETALLE VIGA 205 Escala 1:25 Niv.+4.52 5 1/4";1@0.05;8@0.10Rto.@0.20 5 5 Niv.+4.30 v v \A1;2d5/8" \A1;2d5/8" w w Niv.+5.18 VG. 201 VG. 206 \W1.25;\LDETALLE VIGA 204 Escala 1:25 5 \W1.25;\LCORTE v-v Escala 1:25 \W1.25;\LCORTE w-w Escala 1:25 5 5 5 1/4";@0.20 \A1;4d5/8" 1/4";@0.20 \A1;4d1/2" 5 5 5 5 5 5 \A1;2d5/8" \A1;2d1/2" 1/4";1@0.05;Rto.@0.10 1/4";@0.20 1/4";@0.20 5 Niv.+6.386 Niv.+5.59 C.(0.15x.030) nace en techo 1° piso \W1.25;\LDETALLE VIGA 217 Escala 1:25 5 5 \W1.25;\LCORTE y-y Escala 1:25 VG. 216 VG.218 (0.15 x 0.30) Fondo=5.52 Niv.+4.88 Niv.+4.52 Niv.+4.22 Niv.+4.882 Niv.+4.682 Niv.+5.71 Niv.+5.41 Niv.+5.18 Niv.+4.90 Niv.+6.386 5 5 5 1/4";1@0.05; Rto.@0.10 Niv.+5.936 Niv.+5.29 Niv.+5.05 5 5 Niv.+5.59 Niv.+5.29 1/4";@0.20 \A1;4d5/8" \W1.25;\LCORTE r-r Escala 1:25 5 5 5 5 \A1;2d5/8" \A1;2d5/8" 5 5 1/4";1@0.05; Rto.@0.10 Niv.+5.59 5 5 Niv.+5.59 Niv.+5.29 \W1.25;\LVG.213(.15x.30) Escala 1:25 1/4";1@0.05;4@0.15;Rto.@0.20 1/4";1@0.05;4@0.15;Rto.@0.20 \A1; s s \W1.25;\LCORTE s-s Escala 1:25 Niv.+5.20 5 5 \W1.25;\LCORTE x-x Escala 1:25 x x y y z z \A1;2d1/2" \A1;2d1/2" \A1;2d1/2" \A1;2d1/2" Niv.+5.59 Niv.+5.20 Niv.+6.386 \W1.25;\LDETALLE VIGA 215 Escala 1:25 5 5 5 5 5 5 5 \W1.25;\LCORTE z-z Escala 1:25 1/4";@0.20 \A1;4d1/2" 1/4";@0.20 \A1;4d1/2" 5 5 \W1.25;\LCORTE a1-a1 Escala 1:25 a1 a1 Niv.+5.59 1/4";1@0.05;Rto.@0.20 5 \A1;2d5/8" \A1;2d5/8" VG. 213 5 5 5 1/4";1@0.05; Rto.@0.10 VG. 217 \W1.25;\LDETALLE VIGA 216 Escala 1:25 5 5 \W1.25;\LCORTE b1-b1 Escala 1:25 b1 b1 1/4";1@0.05; Rto.@0.10 5 5 5 5 1/4";@0.20 c1 c1 \W1.25;\LDETALLE VIGA 218 (0.15x0.30) Escala 1:25 5 5 \W1.25;\LCORTE c1-c1 Escala 1:25 \A1;2d1/2" \A1;2d1/2" TECHO MADERA SEGUNDO NIVEL NFP= indicada, S/C=30kg/m2 VG. 210 VIGUETA MADERA 4"x8" \A1;ALAMBRE GALV- N°8 (O PERNO DE ANCLAJE d =3/8") \A1;LISTON DE APOYO 4"X1\S1/2;" \W1.25;\LPLANTA Escala 1:10 Escala 1:10 \W1.25;\LDETALLE 4 \W1.25;\LUNION DE VIGUETAS DE 4"X8" Escala 1:5 TECHO ENTRAMADO SOBRE LADRILLO ESCALA: REFERENCIAL CUBIERTA DE TEJA DE MADERA ESCALA: REFERENCIAL 1 3 1 2-3 400 600 150 350 JUNTA 6mm. 2 CLAVOS A 20mm. DEL BORDE Y CUBIERTOS PO LA HILADA SUPERIOR CUBIERTA DE TEJA ASFALTICA ESCALA: REFERENCIAL 335 130 1000 \A1;PLANCHA METALICA e=3/8" 0.15 Resto@.20c/ext. \W1.25;\LSECCION TRANSVERSAL VIGUETA MADERA 4"x8" NN=5.48 VOLADO VIGA 2VA(0.15 x 0.20) NN=4.88 \A1;PLANCHA METALICA e=3/8" VIGUETA MADERA 4"x8" VIGA 201 (0.15 x 0.30) 5 5 .05 .05 .05 .05 5 \A1;PERNOS d=3/8" 1 2 (SOLO ESTAS DOS VIGUETAS 1 2 Y LAS DEMAS SEGUN DETALLE 1) \A1;6 PERNOS d 1/2" 5 5 5 5 VIGUETA MADERA 4"x8" \A1;ALAMBRE GALV- N°8 \A1;LISTON DE APOYO 4"X1\S1/2;" \W1.25;\LPLANTA Escala 1:10 0.15 5 \W1.25;\LSECCION TRANSVERSAL Escala 1:10 \W1.25;\LDETALLE 3 VIGUETA MADERA 4"x8" \A1;ALAMBRE GALV- N°8 \A1;LISTON DE APOYO 4"X1\S1/2;" \W1.25;\LPLANTA Escala 1:10 0.15 VIGA DE CONCRETO 5 \A1;LISTON DE APOYO DE 3"x1\S1/2;\H1.4286x;" \A1;VIGUETA DE MADERA DE \A1;4" x8" \W1.25;\LSECCION TRANSVERSAL Escala 1:10 \A1;CLAVOS LANCEROS DE 2\S1/2;\H1.4286x;" \W1.25;\LDETALLE 2 VIGA 211 (0.15x0.30) 5 \A1;PLANCHA METALICA e=1/4" \A1;LISTON DE APOYO DE 3"x1\S1/2;\H1.4286x;" \A1;VIGUETA DE MADERA DE \A1;4" x8" \A1;4 PERNOS d=3/8" 5 5 .05 .05 .05 .05 .05 .05 1/4";1@0.05; Rto.@0.10 5 5 5 5 1/4";1@0.05;Rto.@0.20 d1 \W1.25;\LDETALLE VIGA 219 (0.15x0.30) Escala 1:25 5 5 \W1.25;\LCORTE d1-d1 Escala 1:25 \A1;2d1/2" \A1;2d1/2" d1 1/4";1@0.05; Rto.@0.10 5 5 5 5 1/4";1@0.05;Rto.@0.20 e1 \W1.25;\LDETALLE VIGA 220 (0.15x0.30) Escala 1:25 5 5 \W1.25;\LCORTE e1-e1 Escala 1:25 \A1;2d1/2" \A1;2d1/2" e1 5 VIGUETAS DE MADERA DE 3"x6" TODAS LAS DEMAS VIGUETAS SON DE 4"x 8" EN TECHO 2° PISO VG.220 (0.15 x 0.30) Fondo=5.25 VG.219(0.15 x 0.30) Fondo=4.75 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 5 5 \W1.25;\LCORTE C-2 Escala 1:25 1/4";@0.20 \A1;4d1/2" 5 5 \W1.25;\LCORTE C-1 Escala 1:25 1/4";@0.20 \A1;4d1/2" 5 5 \W1.25;\LCORTE C4-C4 Escala 1:25 1/4";@0.20 \A1;4d1/2" 5 1/4";1@0.05;Rto.@0.20 \W1.25;\LCORTE d1-d1 Escala 1:25 \A1;2d1/2" \A1;2d1/2" 5 5 5 \W1.25;\LDETALLLE DE DINTEL Escala 1:25 DINTEL DINTEL DINTEL 5 5 5 5 5 5 5 \A1;2d1/2" \A1;2d1/2" \A1;2d5/8" \A1;2d1/2" \A1;2d1/2" \A1;2d1/2" 1/4";1@0.05;Rto.@0.20 1/4";1@0.05;Rto.@0.20 1/4";1@0.05;Rto.@0.15 Niv.+3.94 Niv.+2.45 Niv.+2.45 Niv.+2.84 \A1;2d1/2" \A1;SOLERA DE 0.15x0.20 \A1; \W1.25;\LCORTE EJE C-C (VGM-102) Escala 1:25 5 5 1/4";1@.05;Rsto.@0.20 \A1;8d1/2" 5 5 1/4";1@0.05;Rto.@0.20 \W1.25;\LCORTE EJE 1-1(VGM-101) Escala 1:25 5 5 \W1.25;\LCORTE k1-k1 Escala 1:25 \A1;2d1/2" \A1;2d1/2" 5 5 Niv.+2.84 1/4";1@0.05;Rto.@0.10 \A1;ALAMBRE GALV. N° 8 0.15 \A1;VIGUETA DE MADERA DE 3"x8" \A1;LISTON DE APOYO DE 3"x2" 5 \A1;LISTON DE APOYO DE 3" x 2" \A1;VIGUETA DE 3" x 8" \A1;COBERTURA \A1;CLAVOS LANCEROS \A1;CLAVOS LANCEROS \W1.25;\LPLANTA Escala 1:10 \W1.25;\LDETALLE T \W1.25;\LSECC. TRANSVERSAL Escala 1:10 VIGUETA DE MADERA 3"x8" VIGUETA DE MADERA 3"x8" 5 5 5 5 2ø5/8" 1ø5/8" 2ø5/8" 3ø5/8" 2ø1/2" 3ø5/8" 3ø5/8" A3 A3 B3 B3 C3 C3 E3 E3 E3 E3 \W1.25;\LCORTE E3-E3 Escala 1:25 5 5 5 Escala 1:25 \W1.25;\LPLANTA \A1;2d1/2" \A1;2d3/8" \A1;2d1/2" 5 5 1/4";1@.05; Rsto.@0.20 5 5 \W1.25;\LELEVACION Escala 1:25 F4 F4 \W1.25;\LCORTE F4-F4 Escala 1:25 5 5 5 5 5 \A1;2d3/8" \A1;2d1/2" \A1;2d1/2" \A1; \A1; \A1; \W1.25;\LCORTE B3-B3 Escala 1:25 5 5 \A1;1/4"@0.20 \A1; \A1; \A1; 5 5 5 1/4";@0.10 \A1;8d5/8" \W1.25;\LCORTE A3-A3 Escala 1:25 5 5 1/4";@0.10 \A1;7d5/8" \W1.25;\LCORTE C3-C3 Escala 1:25 5 2d1/2" 5 d1/4"@0.20 \W1.25;\LCORTE G3-G3 Escala 1:25 VM 4" x 8" 5 5 5 5 5 1/4";1@0.05;6@0.15;Rto.@0.25 \W1.25;\LVG.106 (0.15 x 0.60) Escala 1:25 \A1;2d5/8" \A1;2d8mm \A1;2d5/8" Niv.+3.15 5 5 Niv.+2.55 VG.107 (0.15 x 0.60) \W1.25;\LVG.107 (0.15 x 0.60) Escala 1:25 5 5 5 5 5 \A1;2d5/8" \A1;2d5/8" Niv.+3.15 5 5 Niv.+2.55 5 5 C22 C22 1/4";1@0.05;5@0.15;Rto.@0.25 1/4";@0.25 1/4"; @0.25 g1 g1 \W1.25;\LCORTE f1-f1 Escala 1:25 \W1.25;\LCORTE g1-g1 Escala 1:25 f1 f1 1/4";1@0.05;;Rto.@0.20 1/4"; @0.15 5 \A1;2d5/8" \A1;2d5/8" \A1;2d8mm \A1;2d5/8" \A1;2d1/2" \A1;2d5/8" 1/4";1@0.05;6@0.15;Rto.@0.25 1/4";1@0.05;6@0.15;Rto.@0.25 5 5 5 5 \W1.25;\LVG.108 (0.15 x 0.60) Escala 1:25 h1 h1 5 5 Niv.+2.55 \W1.25;\LCORTE h1-h1 Escala 1:25 Niv.+3.15 5 5 5 5 5 \W1.25;\LVCH.101 (0.40 x 0.20) Escala 1:25 \A1;4d1/2" \A1;4d1/2" 5 5 Niv.+2.55 \W1.25;\LCORTE i1-i1 Escala 1:25 1/4";1@0.05;Rto.@0.20 1/4";1@0.05;Rto.@0.20 D3 D3 D3 D3 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 VM 4" x 8" A4 A4 A4 A4 A4 A4 A4 A4 DINTEL DINTEL DINTEL DINTEL DINTEL VG. (0.15 x 0.60) VG. (0.15 x 0.60) DINTEL DINTEL A4 A4 A4 VG.109 (0.15 x 0.60) 5 5 \W1.25;\LCORTE D3-D3 Escala 1:25 1/4";@0.20 \A1;4d1/2" 5 5 \W1.25;\LCORTE B4-B4 Escala 1:25 1/4";@0.20 \A1;4d1/2" 5 5 1/4";@0.20 \A1;2d1/2" \A1;2d1/2" 5 5 5 \W1.25;\LCORTE j3-j3 Escala 1:25 \W1.25;\LDINTELES Escala 1:25 j3 j3 VG.M 101(0.15 x 0.39) VG.M 102 5 5 5 5 5 5 5 5 5 5 5 5 i1 i1 k1 k1 5 5 \W1.25;\LCORTE l1-l1 Escala 1:25 l1 l1 1/4";@0.20 \A1;4d1/2" \W1.25;\LCORTE EJE A-A Escala 1:25 Niv.+3.94 5 Niv.+2.45 Niv.+2.84 5 5 5 5 5 1/4";1@0.05;Rto.@0.20 \A1;2d1/2" \A1;2d1/2" \A1;2d1/2" \A1;2d1/2" 1/4";1@0.05;Rto.@0.20 5 5 \W1.25;\LCORTE o1-o1 Escala 1:25 1/4";@0.20 \A1;4d1/2" o1 o1 D4 D4 5 5 \W1.25;\LCORTE D4-D4 Escala 1:25 \A1;2d5/8" \A1;2d1/2" 3/8";1@.05;6@0.10;Rsto.@0.20 \W4.95825; PRIMER \W5.62492; NIVEL \W4.19635; SEGUNDO \W5.62492; NIVEL C21 C14 C15 C16 C17 C18 C19 C20 5 5 5 5 5 5 5 5 5 5 5 5 .15 o .20 5 8ø1/2" 3/8"@0.20 8ø1/2" 4d5/8+6d1/2" 3/8"@0.20 4ø3/8" 1/4"@0.20 8d3/8 12d12mm 1/4"@0.20 \A1;8ø1/2"+4d3/8" 8ø3/8" 3/8"@0.20 1/4"@0.20 1/4"@0.20 5 5 5 5 5 5 5 5 8ø1/2" 1/4"@0.20 12ø8mm 3/8"@0.20 1/4"@0.20 1/4";@0.20 \A1;4d1/2" 5 5 5 5 5 5 .15 1.20 5 5 VIGUETA MADERA 4"x8" \A1;ALAMBRE GALV- N°8 \A1;LISTON DE APOYO 4"X1\S1/2;" \W1.25;\LPLANTA Escala 1:10 0.15 5 VIGA DE CONCRETO 5 \A1;4 PERNOS d=3/8" 5 5 .05 .05 .05 .05 .05 .05 \A1;PLANCHA METALICA e=1/4" \A1;LISTON DE APOYO DE 4"x1\S1/2;\H1.4286x;" \A1;VIGUETA DE MADERA DE \A1;4" x8" \W1.25;\LELEVACION TRANSVERSAL Escala 1:10 \W1.25;\LDETALLE 1 1/4";@0.30 \A1;8ø8mm 1/4";@0.30 \A1;8ø8mm 1/4";@0.30 \A1;8ø8mm \A1;4ø1/2" + 2d3/8" \A1;4ø1/2" \A1;4ø1/2" \A1;4ø3/8"+6d8mm \A1;4ø3/8" \A1;4ø1/2" 5 \A1;6d3/8" 5 \A1;4ø1/2" \A1;8d3/8" 5 \A1;6d1/2" \A1;4d3/8" 5 5 4ø5/8" 5 5 5 5 5 5 5 5 1/4"@0.20 8ø8mm ESC.:1/50 ESC.:1/50 ESC.:1/50 C25 5 5 1/4"@0.20 4ø12mm C24 C26 C27 5 6ø8mm 1/4"@0.20 5 7ø8mm 1/4"@0.20 5 5 5 5 5 4ø8mm 1/4"@0.20 C28 h=0.50 h=0.50 h=0.50 C22 1/4";.@0.20 1/4";.@0.20 RECUBRIR CON IMPERMEABILIZANTE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d3/8"@0.25 d3/8"@0.25 d3/8"@0.25 d3/8"@0.25 C5 C5 5 5 5 5 5 5 5 5 CISTERNA CAP: 5.40 m3 CAP: 5.40 m3 CAP: 5.40 m3 \W1.25;\LCORTE C5 -C5 Escala 1:25 \W1.25;\LLOSA SUPERIOR CISTERNA Escala 1:25 5 5 5 5 5 5 5 5 PROTECCION DE LA LLUVIA EN LIMATESA PROTECCION DE LA LLUVIA EN LIMAHOYA ESCALA: REFERENCIAL PROTECCION DE LA HUMEDAD EN TECHOS ESCALA: REFERENCIAL CON CUBIERTA SOBRE BASE DE ENTABLADO O TABLERO 5 5 1/4"@0.20 2d1/2" 2d1/2" ø1/2"@0.15 5 5 \A1;4ø5/8"+4d1/2" 3/8"@0.20 5 \A1;4d5/8" 5 5 4ø8mm 1/4"@0.20 C29 (FONDO DE VIGA =2.45) A4 A4 D4 D4 A4 A4 D4 D4 DINTEL A4 A4 (INVERTIDA) D3 D3 A4 A4 \A1;1ø1/2" \A1;1ø1/2" \A1; D4 D4 D4 D4 \A1;2d3/8" Escala 1:25 \W1.25;\LDETALLE ZZ COLUMNA C19 \A1; VIGA VOLADA \A1; \A1;d SEGUN LO UBICADO \A1;EN PLANTA 5 5 \W1.25;\LCORTE A4-A4 Escala 1:25 1/4";@0.20 \A1;4d1/2" \A1; \A1;NACE COLUMNA (0.20X0.20) (C 24) \A1;2d8mm 5 5 1/4";@0.20 \A1;4d1/2" \W1.25;\LV\H1x;IGA DE APOYO Escala 1:25 \W1.25;\LESCALERA \A1; \A1;VIGA 101 5 5 5 5 0.44 cm (ENCUENTRO ENTRANTE ENTRE DOS VERTIENTES) (ENCUENTRO SALIENTE ENTRE DOS VERTIENTES) ESCALA: REFERENCIAL DINTEL C29 5 5 \A1;1ø1/2" \A1; 5 C29 C29 LAS COLUMNAS 24-25-26-27-28-29 ARRANCAN DEL TECHO DEL PRIMER PISO NOTA.- d1 d1 \A1; \A1; VIGA 205 5 1/4";@0.05 RSTO.0.10 \A1; \A1; \A1;2d1/2" \A1;2d5/8" 5 5 \W1.25;\LCORTE m'-m' Escala 1:25 m' m' \A1;2d3/8" u u u t t 1/4";1@0.20 1/4";1@0.20 1/4";1@0.20 1/4";1@0.20 C-4 \A1; a1 a1 Niv.+5.82 Niv.+5.05 Niv.+5.55 VGM 102 VGM 101 1/4";1@0.05; Rto.@0.15 Niv.+2.45 VGM 101 l1 l1 5 5 5 \A1;2d5/8" \A1;2d1/2" 5 Niv.+6.386 Niv.+5.59 \W1.25;\LDETALLE VIGA 214 Escala 1:25 VG. 216 Niv.+5.20 Z1 Z1 Z2 VG. 210 1/4";1@0.05;Rto.@0.20 5 5 5 5 \W1.25;\LCORTE Z2-Z2 Escala 1:25 1/4";@0.20 \A1;4d1/2" Z2 \W1.25;\LCORTE Z1-Z1 Escala 1:25 \A1;VER DETALLE T \A1;COBERTURA \A1; \A1; \A1;LISTON DE APOYO 3"x2" \A1;4ø1/2" 8ø8mm 5 5 5 5 5 4ø3/8" 1/4"@0.20 \A1;6ø1/2" 6ø3/8" 1/4"@0.20 8d3/8 5 5 5 E=0.15 E=0.15 .30 TIPICO .30 TIPICO VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C1 C1 C1 \A1;1ø3/8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" VM 4" x 8" \A1;1ø3/8" \A1;1ø3/8" A4 \A1;1ø1/2" \A1;1ø1/2" \A1;1ø1/2" 1ø8mm \A1;1ø3/8" \A1;1ø1/2" \A1;1ø1/2" \A1;1ø1/2" \A1;1ø1/2" \A1;1ø8mm \A1;1ø1/2" 1ø1/2" NN=5.29 5 .25 o .15 \A1;4ø5/8" 5 5 \A1;4d5/8" 5 5 \A1;4d5/8" \A1;2d5/8" \A1;5d5/8" \A1;2d3/8" \A1;2d5/8" 3/8";1@0.05;6;Rto.@0.25 3/8";1@0.05;Rto.@0.15 \W1.25;\LVG.105(.25x.60) (INVERTIDA) Escala 1:25 1/4";1@0.05;6@0.15;Rto.@0.25 \A1;2d5/8" \A1;2d5/8" \A1;2d8mm 5 5 5 5 5 \W1.25;\LVG.102(.20x.60) Escala 1:25 b b \W1.25;\LCORTE b-b Escala 1:25 5 5 1/4";1@0.05,6@0.10 ,Rsto.@0.20 \A1;4d1/2" 5 5 ø1/2"@0.25 ø1/2"@0.25 h=0.50 6ø12 mm 3/8"@0.20 A5 A5 \W1.25;\LCORTE A5-A5 Escala 1:25 5 5 \A1;1ø3/8" \A1;1ø3/8" \A1;1ø3/8" 5v. f1 f1 C24 5 5 C4 C4 \A1;2d1/2" \A1;2d1/2" \A1;2d1/2" \A1;2d1/2" 5 5 5 5 5 3/8";1@0.05;Rto.@0.10 \A1;2d5/8" \A1;2d1/2" 5 5 f2 f2 C-30 \A1; \W1.25;\LCORTE f2-f2 Escala 1:25 \W1.25;\LCORTE f3-f3 Escala 1:25 5 1ø1/2" 5 1ø1/2" 5 5 1ø3/8" 1ø1/2" 5 5 1ø3/8" 1ø1/2" 5 5 1ø3/8" 1ø1/2" 5 5 1ø3/8" 1ø1/2" 5v. 3v. 2v. f3 f3 5 5 C30 6ø12mm+6d8mm d8mm@0.20 6d12mm

Language	Spanish
Drawing Type	Section
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Wood, Other
Measurement Units	Imperial
Footprint Area
Building Features	Deck / Patio
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, de, details, dimensions, dos, dwelling unit, DWG, equipment, haus, house, logement, maison, pisos, plant, residên, residence, section, sections, two floors, unidade de moradia, unifamiliar, villa, wohnung, wohnung einheit