House Four Floors DWG Detail for AutoCAD

House Four Floors DWG Detail for AutoCAD

CONCRETE STRUCTURES; DISTRIBUTION; CORTES DETAILS

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

anchorage, length box, delivery detail of columns with beams, column table, steel, kind, section, stirrups, steel, its T., rto. in, floor tile, concrete, cut, concrete, niv, floor tile, concrete, poor concrete screed, stirrups, rest, In every sense, column detail, shoe, Cycle Concrete Survival, in prop. concrete cement, of medium stone, concrete foundation cycling, in prop. concrete cement, large stone, shoe plant, in mesh, scale, floor tile, npt, floor tile, concrete, cut, Cycle Concrete Survival, in prop. concrete cement, of medium stone, concrete foundation cycling, in prop. concrete cement, large stone, scale, niv, note, all Iranian masonry walls, braced the columns by means of two wires, of steel that would take the entire section of, column shall embed in the wall not less than cm, the location of said wires will be in each rows, brick, p. tam. max., shoe cm, Technical specifications, floor:, gt, will be vibrated., the concrete in the structural elements, steel f’y sider peru degree, lightened stairs, brick type k.k., masonry:, simple concrete:, reinforced concrete:, concrete f’c, overcoming, false floor type, soles type, foundations p.m. kind, coatings:, aggregates:, lightened cm, beams columns cm, stones, lightened beams use stone, stairs, granulated clean sand., seated mortar, technology board, yarn lashes, detail of joint: of tabiqueria, for columns, beams, in columns beams, stirrups, bending detail of stirrups, beam, floor tile, concrete, poor concrete screed, column detail, shoe, scale, floor tile, concrete, in mesh, stirrups, rest, In every sense, shoe plant, scale, in mesh, npt, floor tile, concrete, cut, concrete, Cycle Concrete Survival, in prop. concrete cement, of medium stone, concrete foundation cycling, in prop. concrete cement, large stone, scale, floor tile, npt, niv, in mesh, niv, floor tile, concrete, sole of, stirrups, rest, In every sense, in mesh, niv, floor tile, concrete, stirrups, rest, In every sense, niv, floor tile, concrete, stirrups, rest, In every sense, detail of portico in shaft, scale, axle shaft beam, scale, stirrups, rest, In every sense, stirrups, rest, In every sense, stirrups, rest, In every sense, stirrups, rest, In every sense, stirrups, rest, In every sense, stirrups, rest, In every sense, beam, in mesh, in mesh, in mesh, in mesh, its T., see detail, floor tile, concrete, cut, scale, npt, shoe plant, scale, floor tile, concrete, cut, concrete, Cycle Concrete Survival, in prop. concrete cement, of medium stone, concrete foundation cycling, in prop. concrete cement, large stone, scale, floor tile, npt, its T., Cycle Concrete Survival, in prop. concrete cement, of medium stone, Cycle Concrete Survival, in prop. concrete cement, of medium stone, in mesh, in mesh, in mesh, cimentacion plant, esc:, living room, garden, column, scale, lightened floor, esc:, there

Raw text data extracted from CAD file:

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\A1;0.40 \A1;0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.40 0.40 0.20 0.15 0.05 3.80 0.30 0.40 0.30 0.25 0.40 1.10 0.10 0.60 0.10 0.30 0.10 0.30 0.10 1.90 2.60 2.65 2.65 3.40 0.40 1.50 0.40 2.20 0.40 2.25 0.40 2.25 0.40 0.15 0.10 0.60 1.00 0.40 0.40 0.20 0.15 0.05 0.40 0.10 0.30 0.10 0.30 0.10 0.10 0.60 0.15 0.40 1.10 0.10 0.60 0.30 0.25 3.80 0.30 0.40 1.00 1.90 2.60 2.65 2.65 3.40 0.40 1.50 0.40 2.20 0.40 2.25 0.40 2.25 0.40 0.15 0.40 0.10 0.60 0.60 0.20 0.20 0.40 0.10 0.60 1.73 0.90 0.90 Z-1 CUADRO DE COLUMNAS ACERO TIPO SECCION C-1 ESTRIBOS ACERO Est. ø 3/8", 1@0.05, 4@0.10, 2@0.15, rto. @ 0.20 en C/E 8 ø 5/8" 1.70 x1.45 m 0.80 5 5 5 5 5 5 LOSA DE PISO HORMIGON CORTE 2-2 HORMIGON Niv. +0.15 LOSA DE PISO HORMIGON 5 3 ø 5/8" 5 SOLADO DE CONCRETO POBRE Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido DETALLE DE COLUMNA C-1 y ZAPATA Z-1 (FRENTE) 5 5 5 5 5 1.45 Sobrecimiento de Concreto Ciclopeo en Prop. 1:8 de Cemento : Hormigon +25% de piedra mediana ø 3" Cimiento de Concreto Ciclopeo en Prop. 1:10 de Cemento : Hormigon +30% de piedra grande ø 6" PLANTA DE ZAPATA Z-2 5 5 ø 1/2" @ 0.20 ø 1/2" @ 0.20 ø 1/2" @ 0.20 en malla ESCALA 1/20 ESCALA 1/20 ESCALA 1/20 LOSA DE PISO 5 5 5 5 5 5 5 NPT +0.15 LOSA DE PISO HORMIGON CORTE 1-1 Sobrecimiento de Concreto Ciclopeo en Prop. 1:8 de Cemento : Hormigon +25% de piedra mediana ø 3" Cimiento de Concreto Ciclopeo en Prop. 1:10 de Cemento : Hormigon +30% de piedra grande ø 6" ESCALA 1/20 5 Niv. ±0.00 NOTA : * TODAS LAS PAREDES DE MAMPOSTERIA DE LADRILLO, IRAN ARRIOSTRADAS A LAS COLUMNAS MEDIANTE DOS ALAMBRES DE ACERO N° 8, QUE TOMARAN TODA LA SECCION DE LA COLUMNA E INCRUSTARAN EN EL MURO NO MENOS DE 35 cm LA UBICACION DE DICHOS ALAMBRES SERAN CADA 3 HILERAS DE LADRILLO - Sobrecimientos 1:8 + 25 % P.M. Tam. Max. 3" (C.Tipo V). - Zapata (fondo y laterales) 5.00 cm. ESPECIFICACIONES TÉCNICAS SUELO: - Gt = 1.00 Kg/cm2 (Verificar en Obra). será Vibrado. El Concreto en los Elementos Estructurales - Acero f'y = 4200 kg/cm2 Sider Perú Grado 60 Columnas, Vigas, Aligerado y Escaleras - f'm=35 kg/cm2. Junta=1.5 cm - Ladrillo Tipo K.K. (Maquinado) MAMPOSTERÍA: CONCRETO SIMPLE: CONCRETO ARMADO: - Concreto f'c = 210 kg/cm2 Zapatas, Sobrecimiento Armado, - Falso Piso E=4'' 1:10 (Cemento Tipo V). - Solados E=4'' 1:12 (Cemento Tipo V). - Cimientos 1:10 + 30% P.M. (Cemento Tipo V). RECUBRIMIENTOS: AGREGADOS: - Aligerado 2.5 cm - Vigas y Columnas 2.5 cm - Zapatas = Piedra Chancada 1/2'' - Columnas, Vigas y Aligerado usar Piedra de - Escalera : 2.0cm 1/2" a 3/4" Arena Gruesa, Limpia y Granulada. - Mortero de Asentado = 1.5 JUNTA DE TECNOPOR 0.10m CHICOTES d 1/4" 3 HILADAS @ DETALLLE DE JUNTA: COLUMNA-MURO DE TABIQUERIA 0.15m 0.40m PARA COLUMNAS Y VIGAS 4 3/8" 10 EN COLUMNAS Y VIGAS 2.5 D (cm) ESTRIBOS 135° DETALLE DE DOBLADO DE DE ESTRIBOS Ø 1/4" Ø L = 10 Ø D = 4 Ø 6.5 L (cm) d1/4":1@.05,4@0.10, rto.@0.20 3ø1/2" 3ø1/2" 3ø1/2" 6ø1/2" d1/4":1@.05,4@0.10, rto.@0.20 VIGA VP-101,201,301,401 (0.25 x 0.40) LOSA DE PISO HORMIGON 5 3 ø 5/8" 5 SOLADO DE CONCRETO POBRE DETALLE DE COLUMNA C-1 y ZAPATA Z-1 (LATERAL) 5 5 5 5 5 5 ESCALA 1/20 5 LOSA DE PISO HORMIGON ø 1/2" @ 0.20 en malla Z-2 0.80 1.50 x 1.50 m Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido PLANTA DE ZAPATA Z-3 ø 1/2" @ 0.20 ø 1/2" @ 0.20 ESCALA 1/20 0.25 x 0.40 m. ø 1/2" @ 0.20 en malla Z-3 0.80 1.40 x 1.40 m NPT +0.15 NPT +0.15 5 5 5 5 5 5 LOSA DE PISO HORMIGON CORTE 4-4 HORMIGON Sobrecimiento de Concreto Ciclopeo en Prop. 1:8 de Cemento : Hormigon +25% de piedra mediana ø 3" Cimiento de Concreto Ciclopeo en Prop. 1:10 de Cemento : Hormigon +30% de piedra grande ø 6" ESCALA 1/20 LOSA DE PISO 5 NPT +0.15 5 5 3 ø 5/8" 2 ø 5/8" 3 ø 5/8" Niv. +0.15 Niv. +0.15 ø 1/2" @ 0.20 en malla 5 5 Niv. +0.15 LOSA DE PISO HORMIGON 5 4 ø 5/8" 5 SOLADO DE 100 kg/cm2. 22 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 5 5 5 5 5 5 8 ø 1/2" @ 0.20 en malla 4 ø 5/8" Niv. +0.15 LOSA DE PISO HORMIGON 4 ø 5/8" 5 22 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 5 5 5 5 5 5 4 ø 5/8" Niv. +0.15 LOSA DE PISO HORMIGON 5 4 ø 5/8" 5 22 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido DETALLE DE PORTICO EN EJE 1-1 5 5 5 5 5 ESCALA 1/20 4 ø 5/8" 5 5 5 5 5 5 5 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 3ø1/2" 3ø1/2" 3ø1/2" 3ø1/2" 3ø1/2" 5 5 2ø1/2" 2ø1/2" 2ø1/2" 5 2ø1/2" 3ø1/2" 5 2ø1/2" 3ø1/2" 3ø1/2" 2ø1/2" 2ø1/2" 5 3ø1/2" 3ø1/2" 2ø1/2" 5 3ø1/2" 3ø1/2" 2ø1/2" 5 5 2ø1/2" 5 5 2ø1/2" 5 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 5 5 5 5 d1/4":1@.05,4@0.10, rto.@0.20 d1/4":1@.05,4@0.10, rto.@0.20 d1/4":1@.05,4@0.10, rto.@0.20 d1/4":1@.05,4@0.10, rto.@0.20 5 5 5 5 5 5 5 5 5 5 5 VIGA VP-101,201,301,401 (0.25 x 0.40) Eje A-A, y Eje D-D. ESCALA 1/20 ESCALA 1/20 VA-(0.40 x 0.20) d1/4":1@.05,4@0.10, rto.@0.20 d1/4":1@.05,4@0.10, C-1-(0.25 x 0.40) 5 5 5 A B C D 5 4 ø 5/8" 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 4 ø 5/8" 5 5 5 3ø1/2" 2ø1/2" 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 4 ø 5/8" 4 ø 5/8" 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 5 3ø1/2" 3ø1/2" 5 5 5 5 5 5 5 5 2ø1/2" 2ø1/2" 2ø1/2" 3ø1/2" 2ø1/2" 2ø1/2" 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 5 2ø1/2" 5 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 15 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 VIGA VA-101 (0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 5 5 VA-101(0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 5 5 VA-201(0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 5 5 VA-301(0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 17 22 22 5 5 2ø1/2" 5 5 8ø1/2" @ 0.20 en malla 8ø1/2" @ 0.20 en malla 8ø1/2" @ 0.20 en malla 8ø1/2" @ 0.20 en malla Z-2(1.50 x 1.50) Z-2 (3.50 x 1.40) Z-2(1.50 x 1.50) VC-0.30x0.25 6 Ø 5/8" VC-0.30x0.25 6 Ø 5/8" 5 5 Est. Ø 3/8" 1@.05,4@0.10, rsto.@ 0.20 c/extremo VC-0.30x0.25 6 Ø 5/8" ver detalle 5 5 5 5 5 5 LOSA DE PISO HORMIGON CORTE 1'-1' ESCALA 1/20 5 NPT +0.15 VC-0.30x0.25 6 Ø 5/8" 5 5 ø 1/2" @ 0.20 ø 1/2" @ 0.20 PLANTA DE ZAPATA Z-1 ESCALA 1/20 5 5 5 5 5 5 LOSA DE PISO HORMIGON CORTE 3-3 HORMIGON Sobrecimiento de Concreto Ciclopeo en Prop. 1:8 de Cemento : Hormigon +25% de piedra mediana ø 3" Cimiento de Concreto Ciclopeo en Prop. 1:10 de Cemento : Hormigon +30% de piedra grande ø 6" ESCALA 1/20 LOSA DE PISO 5 NPT +0.15 VC-0.30x0.25 VC-0.30x0.25 VC-0.30x0.25 6 Ø 5/8" 6 Ø 5/8" 6 Ø 5/8" Est. Ø 3/8" 1@.05,4@0.10, rsto.@ 0.20 c/extremo VC-0.30x0.25 6 Ø 5/8" VC-0.30x0.25 6 Ø 5/8" VC-0.30x0.25 3 Ø 5/8" 3 Ø 5/8" VC-0.30x0.25 3 Ø 5/8" 3 Ø 5/8" Sobrecimiento de Concreto Ciclopeo en Prop. 1:8 de Cemento : Hormigon +25% de piedra mediana ø 3" Sobrecimiento de Concreto Ciclopeo en Prop. 1:8 de Cemento : Hormigon +25% de piedra mediana ø 3" 9ø1/2" @ 0.20 en malla Z-1(1.70 x 1.45) Z-1(1.70 x 1.45) 8ø1/2" @ 0.20 en malla 9ø1/2" @ 0.20 en malla 5 5 PLANTA DE CIMENTACION ESC: 1 / 50 1 1 1 \T0.9;N.P.T. + 0.15 \T0.9;N.P.T. + 0.15 \T0.9;N.P.T. + 0.15 \T0.9;N.P.T. + 0.15 SALA \T0.9;N.P.T. + 0.15 \T0.9;N.P.T. + 0.15 \T0.9;N.P.T. + 0.15 \T0.9;N.P.T. + 0.15 \T0.9;N.P.T. + 0.15 JARDÍN JARDÍN JARDÍN \T0.9;N.P.T. + 0.05 \T0.9;N.P.T. + 0.05 \T0.9;N.P.T. + 0.05 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B A C D A B C D 1 2 3 4 5 6 1 2 3 4 5 6 Z-2 Z-1 Z-3 Z-1 Z-2 Z-3 Z-3 Z-3 Z-1 Z-1 Z-3 Z-3 Z-3 Z-1 Z-3 Z-2 Z-1 Z-2 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-1 C-1 C-1 C-1 1 1 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 1 1 1 1 1 1 1 1 1 1 4 4 4 4 2 2 2 2 2 2 4 4 4 4 5 5 5 5 5 2 2 1' 1' 1' 1' 1' 1' 2 2 2 2 2 2 2 2 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 5 5 5 8ø5/8" d3/8":1@.05,4@0.10, 2@.15,Rto.@.20 COLUMNA C1 (0.25 x 0.40) Escala 1:15 ALIGERADO 1° PISO ESC: 1 / 50 5 5 5 5 5 5 5 5 ALIGERADO 2° PISO ESC: 1 / 50 5 5 5 5 5 5 5 5 ALIGERADO 3° PISO ESC: 1 / 50 5 5 5 5 5 5 5 5 5 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 5 5 5 5 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 5 5 5 5 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 5 5 5 5 1ø 1/2" 1ø 1/2" 1ø 5/8" 1ø 1/2" 1ø 1/2" 1ø 1/2" VA 101 (0.40 x 0.20) VIGA VA 101 (0.40 x 0.20) VIGA VA 101 (0.40 x 0.20) VIGA VA-1 (0.40 x 0.20) VIGA VA-1 (0.40 x 0.20) VIGA VA (0.15 x 0.20) VIGA VP 101 (0.25 x 0.40) VIGA VP 101 VIGA VP 101 VIGA VP 101 VIGA VP 101 VIGA VP 102 VIGA VP 102 VIGA VP 102 VIGA VP 102 VIGA VP 102 VIGA VP 102 VIGA VP 102 VIGA VP 101 VIGA VP 101 VIGA VP 101 VIGA VP 101 VIGA VP 101 (0.25 x 0.40) VIGA VP 102 (0.25 x 0.30) VIGA VA (0.15x0.20) VIGA VA (0.15x0.20) 5 5 5 5 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 5 5 5 5 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" VIGA VA (0.15x0.20) VIGA VA (0.15x0.20) 5 5 5 5 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" VIGA VA-2 (0.40 x 0.20) VIGA VA-2 (0.40 x 0.20) VIGA VA-2 (0.40 x 0.20) VIGA VA -2 (0.40 x 0.20) VIGA VA-2 (0.40 x 0.20) VIGA VA 5 5 5 5 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 5 5 5 5 1ø 1/2" 1ø 1/2" 1ø 5/8" 1ø 1/2" 1ø 1/2" 1ø 1/2" VIGA VA 201 (0.40 x 0.20) VIGA VA (0.30 x 0.20) VIGA VA (0.15 x 0.20) VIGA VA-2 (0.40 x 0.20) VIGA VA-2 (0.40 x 0.20) VIGA VA-2 (0.40 x 0.20) VIGA VA-2 (0.40 x 0.20) 5 5 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" VIGA VA (0.15x0.20) VIGA VA (0.15x0.20) 5 5 5 5 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 5 5 5 5 1ø 1/2" 1ø 1/2" 1ø 5/8" 1ø 1/2" 1ø 1/2" 1ø 1/2" VIGA VA (0.15 x 0.20) VIGA VA 201 (0.40 x 0.20) VIGA VA 301 (0.40 x 0.20) VIGA VA 301 (0.40 x 0.20) VIGA VA 301 (0.40 x 0.20) 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1 2 3 4 5 6 1 2 3 4 5 6 5 5 5 5 5 5 5 5 A D 5 5 5 A D 1 2 3 4 5 6 5 5 5 5 5 1 2 3 4 5 6 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 5 5 5 5 5 1 2 3 4 5 6 5 A B C D 5 5 5 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" VIGA VA-1 (0.40 x 0.20) VIGA VP 102 (0.25 x 0.30) VIGA VA 201 (0.40 x 0.20) VIGA VA-1 (0.40 x 0.20) VIGA VA-1 (0.40 x 0.20) VIGA VA-1 (0.40 x 0.20) VIGA VA-1 (0.40 x 0.20) VIGA VA-1 (0.40 x 0.20) VIGA VA -1 (0.40 x 0.20) VIGA VA (0.40 x 0.20) VIGA VA (0.40 x 0.20) VIGA VA-1 (0.40 x 0.20) VIGA VA-1 (0.40 x 0.20) VIGA VA-1 (0.40 x 0.20) 5 5 5 5 5 5 1ø 1/2" 1ø 1/2" VIGA VA-2 (0.40 x 0.20) VIGA VA-2 (0.40 x 0.20) VIGA VA-2 (0.40 x 0.20) A B C D 5 5 5 A B C D 5 5 5 5 5 5 5 5 5 A D B C B C B C VIGA VA-2 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VP 201 (0.25 x 0.40) VIGA VP 201 VIGA VP 201 VIGA VP 201 VIGA VP 201 VIGA VP 202 VIGA VP 202 VIGA VP 202 VIGA VP 202 VIGA VP 202 VIGA VP 202 VIGA VP 202 VIGA VP 202 VIGA VP 201 VIGA VP 201 VIGA VP 201 VIGA VP 201 VIGA VP 201 (0.25 x 0.40) VIGA VP 202 (0.25 x 0.30) VIGA VP 202 (0.25 x 0.30) 1ø 1/2" VIGA VP 301 (0.25 x 0.40) VIGA VP 301 VIGA VP 301 VIGA VP 301 VIGA VP 301 VIGA VP 302 VIGA VP 302 VIGA VP 302 VIGA VP 302 VIGA VP 302 VIGA VP 302 VIGA VP 302 VIGA VP 302 VIGA VP 301 VIGA VP 301 VIGA VP 301 VIGA VP 301 VIGA VP 301 (0.25 x 0.40) VIGA VP 302 (0.25 x 0.30) VIGA VP 302 (0.25 x 0.30) C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 5 5 5 5 NPT +0.15 NPT +0.15 DETALLE DE VC ESCALA 1/20 (0.30x0.25) VIGA VA-101 (0.40 x 0.20) VIGA VA-101 (0.40 x 0.20) VIGA VA-201 (0.40 x 0.20) VIGA VA-301 (0.40 x 0.20) VIGA VA-201 (0.40 x 0.20) VIGA VA-201 (0.40 x 0.20) VIGA VA-301 (0.40 x 0.20) VIGA VA-301 (0.40 x 0.20) 5 VP-301-(0.25 x 0.40) VP-201-(0.25 x 0.40) VP-101-(0.25 x 0.40) (VER DETALLE) (VER DETALLE) (VER DETALLE) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) 5 4 ø 5/8" 22 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 5 4 ø 5/8" 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 4 ø 5/8" 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-301-(0.25 x 0.40) (VER DETALLE) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-201-(0.25 x 0.40) (VER DETALLE) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-101-(0.25 x 0.40) (VER DETALLE) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-301-(0.25 x 0.40) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-201-(0.25 x 0.40) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-101-(0.25 x 0.40) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-302-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 5 5 3ø1/2" 3ø1/2" VP-302-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-302-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-202-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-202-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-102-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-102-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-202-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 5 VP-102-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 (VER DETALLE) (VER DETALLE) (VER DETALLE) (VER DETALLE) (VER DETALLE) (VER DETALLE) 5 5 VC-0.30x0.25 6 Ø 5/8" VC-0.30x0.25 6 Ø 5/8" 5 5 5 5 5 5 Niv. +0.15 LOSA DE PISO HORMIGON 5 4 ø 5/8" 5 22 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 5 5 5 5 5 5 8 ø 1/2" @ 0.20 en malla 4 ø 5/8" Niv. +0.15 LOSA DE PISO HORMIGON 4 ø 5/8" 5 22 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 5 5 5 5 5 5 4 ø 5/8" Niv. +0.15 LOSA DE PISO HORMIGON 5 4 ø 5/8" 5 22 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido DETALLE DE PORTICO EN EJE 2,3,4,5,6 5 5 5 5 5 ESCALA 1/25 4 ø 5/8" 5 5 5 5 5 5 5 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 3ø1/2" 3ø1/2" 3ø1/2" 3ø1/2" 3ø1/2" 5 5 2ø1/2" 2ø1/2" 2ø1/2" 5 2ø1/2" 3ø1/2" 5 2ø1/2" 3ø1/2" 3ø1/2" 2ø1/2" 2ø1/2" 5 3ø1/2" 3ø1/2" 2ø1/2" 5 3ø1/2" 3ø1/2" 2ø1/2" 5 5 2ø1/2" 5 5 2ø1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VA-(0.40 x 0.20) d1/4":1@.05,4@0.10, rto.@0.20 d1/4":1@.05,4@0.10, C-1-(0.25 x 0.40) 5 5 5 A B C D 5 4 ø 5/8" 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 4 ø 5/8" 5 5 5 3ø1/2" 2ø1/2" 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 4 ø 5/8" 4 ø 5/8" 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 5 3ø1/2" 3ø1/2" 5 5 5 5 5 5 5 5 2ø1/2" 2ø1/2" 2ø1/2" 3ø1/2" 2ø1/2" 2ø1/2" 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 5 2ø1/2" 5 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 15 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 VIGA VA-1 (0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 5 5 VA-1 (0.20 x 0.40) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 5 5 VA-2(0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 5 5 VA-3(0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 17 22 22 5 5 2ø1/2" 5 5 8ø1/2" @ 0.20 en malla 8ø1/2" @ 0.20 en malla 8ø1/2" @ 0.20 en malla 8ø1/2" @ 0.20 en malla Z-2(1.50 x 1.50) Z-2 (3.50 x 1.40) Z-2(1.50 x 1.50) VC-0.30x0.25 6 Ø 5/8" VC-0.30x0.25 6 Ø 5/8" VC-0.30x0.25 3 Ø 5/8" 3 Ø 5/8" VC-0.30x0.25 3 Ø 5/8" 3 Ø 5/8" Sobrecimiento de Concreto Ciclopeo en Prop. 1:8 de Cemento : Hormigon +25% de piedra mediana ø 3" Sobrecimiento de Concreto Ciclopeo en Prop. 1:8 de Cemento : Hormigon +25% de piedra mediana ø 3" 9ø1/2" @ 0.20 en malla Z-1(1.70 x 1.45) Z-1(1.70 x 1.45) 8ø1/2" @ 0.20 en malla 9ø1/2" @ 0.20 en malla 5 5 5 VP-301-(0.25 x 0.40) VP-201-(0.25 x 0.40) VP-101-(0.25 x 0.40) (VER DETALLE) (VER DETALLE) (VER DETALLE) A B C D 5 5 5 5 C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) 5 4 ø 5/8" 22 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 5 4 ø 5/8" 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 4 ø 5/8" 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-301-(0.25 x 0.40) (VER DETALLE) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-201-(0.25 x 0.40) (VER DETALLE) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-101-(0.25 x 0.40) (VER DETALLE) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-301-(0.25 x 0.40) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-201-(0.25 x 0.40) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-101-(0.25 x 0.40) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-302-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 3ø1/2" VP-302-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-302-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-202-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-202-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-102-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-102-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-202-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-102-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 (VER DETALLE) (VER DETALLE) (VER DETALLE) (VER DETALLE) (VER DETALLE) (VER DETALLE) 5 5 VC-0.30x0.25 6 Ø 5/8" VC-0.30x0.25 6 Ø 5/8" 5 5 5 5 5 5 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" VIGA VA-1 (0.40 x 0.20) VIGA VA-1 (0.40 x 0.20) VIGA VA-2 (0.40 x 0.20) VIGA VA-2 (0.40 x 0.20) VIGA VA-2 (0.40 x 0.20) VIGA VA-2 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) d1/4":1@.05,4@0.10, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 VIGA VA-101,102,103 (0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 VIGA VA-1,VA-2,VA-3 (0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 VIGA VA-1,VA-2,VA-3 (0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 VIGA VA-1,VA-2,VA-3 (0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 VIGA VA-1,VA-2,VA-3 (0.40 x 0.20) 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 BAÑO BAÑO BARRA BARRA TIENDA N°1 BAÑO BAÑO BAÑO BAÑO BAÑO BAÑO 1 2 3 4 5 6 23 11 12 13 16 17 18 27 21 22 7 BAR BAR 40 24 25 26 29 30 34 37 38 39 36 19 20 27 28 29 30 31 32 33 34 35 31 32 33 35 27 28 29 30 31 32 33 34 35 DEP. DEP. PRIMERA PLANTA ESC: 1 / 50 1 1 1 8 14 9 15 21 22 20 19 27 28 40 41 42 43 46 47 51 38 39 48 49 50 52 44 45 26 A' A A' A A' A A' A PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 0.15 TIENDA N°2 PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 0.15 DORMIT. N°1 PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 0.15 DORMIT. PRINCIPAL PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 0.15 SALA PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 0.15 COMEDOR PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 0.15 COCINA PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 0.15 \T0.9;N.P.T. + 0.15 \T0.9;N.P.T. + 0.15 \T0.9;N.P.T. + 0.15 BARRA COMEDOR PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 3.30 COMEDOR PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 3.30 SALA PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 3.30 SALA PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 3.30 HALL PISO DE CERAMICO \T0.9;N.P.T. + 3.30 COCINA PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 3.30 COCINA PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 3.30 DORMT. SERV. PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 3.30 PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 3.30 DORMT. SERV. BAÑO BAÑO LAVAND. LAVAND. DORMIT. PRINCIPAL PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 6.275 DORMIT. PRINCIPAL PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 6.275 \T0.9;N.P.T. + 6.275 \T0.9;N.P.T. + 6.275 \T0.9;N.P.T. + 6.275 DORMIT. N°1 PISO DE CERAMICO \T0.9;N.P.T. + 6.275 DORMIT. N°1 \T0.9;N.P.T. + 6.275 DORMIT. N°2 PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 6.275 DORMIT. N°2 PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 6.275 HALL PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 6.275 HALL PISO DE CERAMICO \T0.9;N.P.T. + 9.25 TECHADA PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 9.25 TERRAZA TECHADA PISO DE CERAMICO 30x30cm. \T0.9;N.P.T. + 9.25 TERRAZA NO TECHADA \T0.9;N.P.T. + 9.25 TERRAZA NO TECHADA PISO DE CERAMICO \T0.9;N.P.T. + 9.25 TERRAZA CON PARILLAS PISO DE CEMENTO PULIDO \T0.9;N.P.T. + 9.25 COCINETA CON PARILLAS PISO DE CEMENTO PULIDO \T0.9;N.P.T. + 9.25 COCINETA TENDAL PISO DE CEMENTO PULIDO \T0.9;N.P.T. + 9.25 PATIO TENDAL PISO DE CEMENTO PULIDO \T0.9;N.P.T. + 9.25 PATIO SERIE PIEDRA 30x30cm. PISO DE CERAMICO SERIE PIEDRA 30x30cm. SEGUNDA PLANTA ESC: 1 / 50 TERCERA PLANTA ESC: 1 / 50 AZOTEA ESC: 1 / 50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NO TECHADA \T0.9;N.P.T. + 9.25 HALL \T0.9;N.P.T. + 6.275 HALL \T0.9;N.P.T. + 3.30 HALL \T0.9;N.P.T. + 0.15 SALA \T0.9;N.P.T. + 0.15 DEPÓSITO \T0.9;N.P.T. + 9.25 NO TECHADA \T0.9;N.P.T. + 9.25 COMEDOR \T0.9;N.P.T. + 3.30 TIENDA N°1 \T0.9;N.P.T. + 0.15 CORTE: A-A' \W1;\T0.9;ESC:1/50 CORTE: B-B' \W1;\T0.9;ESC:1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TIENDA N°2 \T0.9;N.P.T. + 0.15 COMEDOR \T0.9;N.P.T. + 3.30 \T0.9;N.P.T. + 6.275 TERRAZA NO TECHADA \T0.9;N.P.T. + 9.25 TERRAZA BAÑO \T0.9;N.P.T. + 6.275 COCINA \T0.9;N.P.T. + 3.30 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 34 35 32 33 30 31 28 29 26 27 25 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 TERRAZA HALL \T0.9;N.P.T. + 9.25 5 5 5 5 5 5 5 5 \T0.9;N.T.T. + 11.85 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DE 30x30cm. 5 CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET DUCTO DUCTO DUCTO CLOSET CLOSET CLOSET JARDÍN JARDÍN JARDÍN 5 5 5 5 5 5 5 5 5 5 5 5 5 V-1 0.90 0.80 1.45 V-1 0.90 0.80 1.45 V-2 1.00 2.10 1.95 V-2 1.00 2.10 1.95 V-3 1.95 0.90 1.00 V-3 1.95 0.90 1.00 V-4 2.175 1.05 0.30 M-2 2.10 2.95 M-3 1.20 2.95 M-1 2.40 2.95 V-5 1.00 1.55 1.95 V-5 1.00 1.80 1.95 P-1 1.20 2.35 P-4 1.00 2.10 P-2 0.60 2.00 P-3 0.60 2.10 PE-1 2.00 2.35 PE-1 2.00 2.35 P-3 0.60 2.10 P-5 0.80 2.10 P-5 0.80 2.10 V-6 1.00 0.90 1.95 5 5 PROYECCIÓN DE DUCTO PROYECCIÓN DE TECHO P-6 1.00 2.10 V-7 0.70 2.00 1.775 V-8 2.10 0.90 0.675 V-8 2.10 0.90 0.675 V-9 1.00 2.20 1.775 V-9 1.00 2.20 1.775 V-9 1.00 2.10 1.775 V-9 1.00 2.10 1.775 V-10 1.00 1.125 1.775 V-10 1.00 1.125 1.775 V-11 1.00 1.00 1.775 V-11 1.00 1.00 1.775 V-12 1.00 1.90 1.775 V-12 1.00 1.90 1.775 P-6 1.00 2.10 P-7 0.70 2.10 P-7 0.70 2.10 P-8 0.80 2.10 P-8 0.80 2.10 P-8 0.80 2.10 P-8 0.80 2.10 P-3 0.60 2.10 P-3 0.60 2.10 P-3 0.60 2.10 P-3 0.60 2.10 V-8 2.10 0.90 0.675 V-8 2.10 0.90 0.675 V-9 1.00 2.20 1.775 V-9 1.00 2.20 1.775 V-9 1.00 2.10 1.775 V-9 1.00 2.10 1.775 V-12 1.00 1.90 1.775 V-12 1.00 1.90 1.775 V-13 2.10 1.125 0.675 V-13 2.10 1.125 0.675 P-8 0.80 2.10 P-8 0.80 2.10 P-8 0.80 2.10 P-8 0.80 2.10 P-7 0.70 2.10 P-8 0.80 2.10 P-8 0.80 2.10 P-8 0.80 2.10 30x30cm. PISO DE CERAMICO 30x30cm. P-7 0.70 2.10 P-7 0.70 2.10 P-8 0.80 2.10 V-14 1.00 1.125 1.775 V-14 1.00 1.125 1.775 V-15 1.00 1.10 1.40 V-15 1.00 1.10 1.40 P-8 0.80 2.10 P-8 0.80 2.10 P-7 0.70 2.10 P-7 0.70 2.10 P-8 0.80 2.10 P-8 0.80 2.10 BARRA \T0.9;N.P.T. + 0.15 5 5 5 BAR \T0.9;N.P.T. + 3.30 B B' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 30x30cm. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MURO DE CANTO, H=1.00m. MURO DE CANTO, H=1.00m. MURO DE CANTO, H=1.00m. MURO DE CANTO, H=1.00m. H=1.00m. DE CANTO, MURO H=1.00m. DE CANTO, MURO MURO DE CANTO, H=0.70m. MURO DE CANTO, H=0.70m. H=1.00m. DE CANTO, MURO H=1.00m. DE CANTO, MURO B B' B' B' 5 5 5 5 5 5 5 BAÑO \T0.9;N.P.T. + 6.275 23 25 24 5 5 5 27 19 20 21 22 26 5 5 5 5 5 23 25 24 5 5 5 5 5 5 26 5 5 25 24 5 24 25 26 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P-7 0.70 2.10 NO TECHADA TERRAZA NO TECHADA TERRAZA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TECHO DE AZOTEA ESC: 1 / 50 ELEVACION FRONTAL \W1;\T0.9;ESC:1/50 B B B B' PROYECCIÓN DE TECHO 5 5 5 5 5 5 A' A \T0.9;N.P.T. + 6.275 \T0.9;N.P.T. + 11.85 \T0.9;N.P.T. + 11.85 \T0.9;N.P.T. + 11.85 \T0.9;N.P.T. + 11.85 \T0.9;N.P.T. + 11.85 24 5 5 CAMBIAR DE 0.15 A 0.25 COLUMNAS Y VIGAS NO ES NECESARIO QUE SEAN PERALTADAS EN SENTIDO HORIZONTAL A EXCEPCION DEL EJE 1-1 A 0.25 * 0.20 1ø 1/2" VIGA VP 101 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 5 3ø1/2" 3ø1/2" 3ø1/2" 3ø1/2" 3ø1/2" 3ø1/2" 22 15 22 22 15 22 22 15 22 22 15 22 d1/4":1@.05,4@0.10, rto.@0.20 3ø1/2" 6ø1/2" 5 5 5 5 3ø1/2" 3ø1/2" 6ø1/2" 5 5 5 5 3ø1/2" 3ø1/2" 6ø1/2" 5 5 5 5 3ø1/2" 5 d1/4":1@.05,4@0.10, rto.@0.20 3ø1/2" 6ø1/2" 5 5 5 5 3ø1/2" 3ø1/2" 6ø1/2" 5 5 5 5 3ø1/2" 3ø1/2" 6ø1/2" 5 5 SOLADO DE 100 kg/cm2. SOLADO DE 100 kg/cm2. SOLADO DE 100 kg/cm2. SOLADO DE 100 kg/cm2. SOLADO DE 100 kg/cm2. SOLADO DE 100 kg/cm2. SOLADO DE 100 kg/cm2. 8ø5/8" d3/8":1@.05,4@0.10, 2@.15,Rto.@.20 COLUMNA C1 (0.25 x 0.40) Escala 1:15 5 5 2 ø 5/8" DE 1er, 2do Y 3er PISO Losa para ventana, h=0.70m. Vigas de amarre, para pared de fachada de 1er y 4to PISO Losa para ventana, h=0.70m. TECHO ALIGERADO 8ø5/8" d3/8":1@.05,4@0.10, 2@.15,Rto.@.20 COLUMNA C1 (0.25 x 0.40) 5 5 Escala 1:15 VIGA VA (0.15 x 0.60) 5 5 5 5 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 5 5 5 5 5 5 5 5 1ø1/2" 5 2ø1/2" 1ø 1/2" 1ø 1/2" VIGA VA VIGA VA 0.15x0.20 0.15x0.20 1ø 1/2" VIGA VA 1ø 1/2" 1ø 1/2" VIGA VA VIGA VA 0.15x0.20 0.15x0.20 VIGA VA VIGA VA VIGA VA 0.15x0.20 0.15x0.20 1ø 1/2" 1ø 1/2" 1ø 1/2" VIGA VA (0.15 x 0.60) ALTURA TIPO SECCION CUADRO DE ZAPATAS ø 1/2" @ 0.20 en malla 6ø1/2" d1/4":1@.05,4@0.10, rto.@0.20 VIGA VP-101,201,301,401 (0.25 x 0.40) 5 5 ESCALA 1/20 VC-0.30x0.25 6 Ø 5/8" VC-0.30x0.25 6 Ø 5/8" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 ø1/2"@0.20 5 5 5 ø1/2"@0.25 ø1/2"@0.25 ø1/2"@0.25 ø3/8"@0.25 5 5 5 ø1/2"@0.25 5 5 ø1/2"@0.20 ø3/8"@0.20 ø3/8"@0.25 5 16 17 18 5 ø3/8"@0.25 ø3/8"@0.20 ø1/2"@0.25 ø1/2"@0.25 ø1/2"@0.25 ø1/2"@0.25 5 5 ø1/2"@0.20 ø1/2"@0.20 ø1/2"@0.20 15 1° TRAMO ESCALERA 1 2° TRAMO ESCALERA 1 19 20 21 22 23 24 25 26 27 5 29 30 31 32 33 34 5 35 3° TRAMO ESCALERA 1 4° TRAMO ESCALERA 1 ø1/2"@0.20 ø1/2"@0.25 ø3/8"@0.25 ø1/2"@0.25 5 ø1/2"@0.20 ø3/8"@0.25 ø3/8"@0.25 ø3/8"@0.20 ø3/8"@0.20 ø3/8"@0.25 5 5 ø1/2"@0.20 ø1/2"@0.25 ø1/2"@0.25 ø1/2"@0.20 ø1/2"@0.20 15 5 5 ø3/8"@0.25 3 ø1/2" 5 3 ø1/2" 34 35 32 33 30 31 28 29 26 27 25 ø3/8"@0.25 ø3/8"@0.20 ø1/2"@0.25 ø1/2"@0.25 5 5 ø1/2"@0.20 5 5 ø3/8"@0.20 ø1/2"@0.20 ø1/2"@0.20 ø3/8"@0.20 ø3/8"@0.20 ø1/2"@0.20 2° TRAMO ESCALERA 2 - Acero f'y = 4200 kg/cm2 Sider Perú Grado 60 - Concreto f'c = 210 kg/cm2 - Acero f'y = 4200 kg/cm2 Sider Perú Grado 60 - Concreto f'c = 210 kg/cm2 - Acero f'y = 4200 kg/cm2 Sider Perú Grado 60 - Concreto f'c = 210 kg/cm2 - Acero f'y = 4200 kg/cm2 Sider Perú Grado 60 - Concreto f'c = 210 kg/cm2 - Concreto f'c = 210 kg/cm2 DETALLE ESTRUCTURAL DE ESCALERA ESC: 1 / 25 5 5 5 5 5 ESCALA 1/20 ESCALA 1/20 ESCALA 1/20 ESCALA 1/20 ESCALA 1/20 1ø 1/2" 1ø 1/2" VIGA VA (0.15 x 0.60) 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" VIGA VA (0.15 x 0.60) 1ø 1/2" 1ø 1/2" VIGA VA (0.15 x 0.60) 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" VIGA VA (0.15 x 0.60) 1ø 1/2" 1ø 1/2" V-7 0.70 2.00 1.775 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' N.P.T. + 3.30 (2do Piso) + 6.275 (3er Piso) + 9.25 (4to Piso) N.L.T. + 4.00 (2do Piso) + 6.975 (3er Piso) + 9.95 (4to Piso) PLANTA DE DETALLE DE VENTANAS ESC: 1/20 CORTE A - A' - DETALLE DE VENTANAS ESC: 1/20 5 5 5 5 5 5 5 fachada frontal ESC: 1 / 50 Corte central de ALIGERADO AZOTEA ESC: 1 / 50 5 5 5 5 5 5 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" VIGA VA (0.15x0.20) VIGA VA (0.15x0.20) 5 5 5 1ø 1/2" 1ø 1/2" 1ø 1/2" VIGA VA (0.15 x 0.20) 1ø 1/2" 1 2 3 4 5 6 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 5 5 5 5 5 1ø 1/2" 1ø 1/2" A B C D 5 5 5 5 5 5 5 5 5 A D B C VIGA VA (0.15 x 0.20) VIGA VA-4 (0.40 x 0.20) VIGA VA-4 (0.40 x 0.20) VIGA VA-4 (0.40 x 0.20) VIGA VA-4 (0.40 x 0.20) VIGA VA-4 (0.40 x 0.20) VIGA VA-4 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VA-4 (0.40 x 0.20) VIGA VA-4 (0.40 x 0.20) VIGA VA-4 (0.40 x 0.20) VIGA VP 401 (0.25 x 0.40) VIGA VP 401 VIGA VP 401 VIGA VP 401 VIGA VP 401 VIGA VP 302 VIGA VP 402 VIGA VP 402 VIGA VP 302 VIGA VP 402 VIGA VP 402 VIGA VP 401 VIGA VP 401 VIGA VP 401 VIGA VP 401 VIGA VP 401 (0.25 x 0.40) 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" VIGA VA (0.15 x 0.60) VIGA VA 401 (0.40 x 0.20) VIGA VA 401 (0.40 x 0.20) VIGA VA 401 (0.40 x 0.20) 1ø 1/2" 1ø 1/2" 1ø 1/2" 1ø 1/2" PRIMER NIVEL PRIMER NIVEL SEGUNDO NIVEL TERCER NIVEL PRIMER NIVEL SEGUNDO NIVEL TERCER NIVEL 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 3ø1/2" 3ø1/2" 3ø1/2" 3ø1/2" 3ø1/2" 5 5 2ø1/2" 2ø1/2" 2ø1/2" 5 2ø1/2" 3ø1/2" 5 2ø1/2" 3ø1/2" 3ø1/2" 2ø1/2" 2ø1/2" 5 3ø1/2" 3ø1/2" 2ø1/2" 5 3ø1/2" 3ø1/2" 2ø1/2" 5 5 2ø1/2" 5 5 2ø1/2" 5 5 5 5 5 5 5 5 5 5 d1/4":1@.05,4@0.10, 5 4 ø 5/8" 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 4 ø 5/8" 5 5 5 3ø1/2" 2ø1/2" 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 4 ø 5/8" 4 ø 5/8" 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 5 3ø1/2" 3ø1/2" 5 5 5 5 5 5 5 5 2ø1/2" 2ø1/2" 2ø1/2" 3ø1/2" 2ø1/2" 2ø1/2" 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 5 2ø1/2" 5 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 15 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 VIGA VA-2 (0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 5 5 VA-2 (0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 5 5 VA-3 (0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 5 5 VA-4 (0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 17 22 22 5 5 2ø1/2" 5 5 5 VP-401-(0.25 x 0.40) VP-301-(0.25 x 0.40) VP-201-(0.25 x 0.40) (VER DETALLE) (VER DETALLE) (VER DETALLE) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) 4 ø 5/8" 4 ø 5/8" 5 4 ø 5/8" 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 4 ø 5/8" 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-401-(0.25 x 0.40) (VER DETALLE) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-301-(0.25 x 0.40) (VER DETALLE) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-201-(0.25 x 0.40) (VER DETALLE) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-401-(0.25 x 0.40) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-301-(0.25 x 0.40) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-201-(0.25 x 0.40) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-402-(0.25 x 0.40) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 3ø1/2" VP-402-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-402-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-302-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-302-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-202-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-202-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-302-(0.25 x 0.40) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-202-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 (VER DETALLE) (VER DETALLE) (VER DETALLE) (VER DETALLE) (VER DETALLE) (VER DETALLE) 5 5 5 5 5 5 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" VIGA VA-2 (0.40 x 0.20) VIGA VA-2 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VA-3 (0.40 x 0.20) VIGA VA-4 (0.40 x 0.20) VIGA VA-4 (0.40 x 0.20) VIGA VA-4 (0.40 x 0.20) 22 15 22 22 15 22 5 5 3ø1/2" 5 d1/4":1@.05,4@0.10, rto.@0.20 3ø1/2" 6ø1/2" 5 5 5 5 3ø1/2" 3ø1/2" 6ø1/2" 5 5 5 5 3ø1/2" 3ø1/2" 6ø1/2" 5 5 TERCER NIVEL AZOTEA CUARTO NIVEL VC-0.30x0.25 6 Ø 5/8" 5 5 DETALLE DE PORTICO EN EJE 2,3,4,5,6 ESCALA 1/25 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 4 ø 5/8" 3ø1/2" 3ø1/2" 3ø1/2" 3ø1/2" 3ø1/2" 5 5 2ø1/2" 2ø1/2" 2ø1/2" 5 2ø1/2" 3ø1/2" 5 2ø1/2" 3ø1/2" 3ø1/2" 2ø1/2" 2ø1/2" 5 3ø1/2" 3ø1/2" 2ø1/2" 5 3ø1/2" 3ø1/2" 2ø1/2" 5 5 2ø1/2" 5 5 2ø1/2" 5 5 5 5 5 5 5 5 5 5 d1/4":1@.05,4@0.10, 5 4 ø 5/8" 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 4 ø 5/8" 5 5 5 3ø1/2" 2ø1/2" 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 4 ø 5/8" 4 ø 5/8" 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 5 3ø1/2" 3ø1/2" 5 5 5 5 5 5 5 5 2ø1/2" 2ø1/2" 2ø1/2" 3ø1/2" 2ø1/2" 2ø1/2" 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 5 2ø1/2" 5 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 15 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 5 5 VA-201(0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 5 5 VA-301(0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 5 5 VA-401(0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 17 22 22 5 5 2ø1/2" 5 5 5 VP-401-(0.25 x 0.40) VP-301-(0.25 x 0.40) VP-201-(0.25 x 0.40) (VER DETALLE) (VER DETALLE) (VER DETALLE) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) 4 ø 5/8" 4 ø 5/8" 5 4 ø 5/8" 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido 4 ø 5/8" 19 Estribos ø 3/8", 1 @0.05, 4 @0.10, 2 @0.15, resto @ 0.20 en cada sentido C-1-(0.25 x 0.40) C-1-(0.25 x 0.40) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-401-(0.25 x 0.40) (VER DETALLE) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-301-(0.25 x 0.40) (VER DETALLE) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-201-(0.25 x 0.40) (VER DETALLE) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-401-(0.25 x 0.40) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-401-(0.25 x 0.40) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-401-(0.25 x 0.40) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-302-(0.25 x 0.40) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 3ø1/2" VP-402-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-402-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-302-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-302-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-202-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-202-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VP-202-(0.25 x 0.40) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 VA-101-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 (VER DETALLE) (VER DETALLE) (VER DETALLE) (VER DETALLE) (VER DETALLE) (VER DETALLE) 5 5 5 5 5 5 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" VIGA VA-201 (0.40 x 0.20) VIGA VA-301 (0.40 x 0.20) VIGA VA-401 (0.40 x 0.20) VIGA VA-401 (0.40 x 0.20) VIGA VA-401 (0.40 x 0.20) 22 15 22 22 15 22 5 5 3ø1/2" 5 d1/4":1@.05,4@0.10, rto.@0.20 3ø1/2" 6ø1/2" 5 5 5 5 3ø1/2" 3ø1/2" 6ø1/2" 5 5 5 5 3ø1/2" 3ø1/2" 6ø1/2" 5 5 TERCER NIVEL AZOTEA CUARTO NIVEL DETALLE DE PORTICO EN EJE 2,3,4,5,6 ESCALA 1/25 VIGA VA (0.15 x 0.20) VA-(0.15x0.20) VA-(0.15x0.20) VA-(0.15x0.20) VA-(0.15x0.20) d1/4":1@.05,4@0.10, rto.@0.20 3ø1/2" 3ø1/2" 3ø1/2" Acero de Refuerzo Ver detalle en Planta de Techo Ladrillo Maquinado para Techo de Arcilla de 15x30x30cm. ø 1/4" en malla @ 0.25 Acero de Temperatura 5 5 5 5 5 5 5 ESCALA 1/10 DETALLE TIPICO DE ALIGERADO 5 5 5 5 1 2 3 4 5 6 5 5 5 5 d1/4":1@.05,4@0.10, rto.@0.20 d1/4":1@.05,4@0.10, rto.@0.20 d1/4":1@.05,4@0.10, rto.@0.20 d1/4":1@.05,4@0.10, rto.@0.20 5 5 5 5 5 5 5 5 5 5 5 5 VIGA VP-,102,202,302,402 (0.25 x 0.30) E Eje B-B, y Eje C-C, 5 ESCALA 1/20 d1/4":1@.05,4@0.10, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 VIGA VA-101,102,103 (0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 VIGA VA-1,VA-2,VA-3 (0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 VIGA VA-1,VA-2,VA-3 (0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 VIGA VA-1,VA-2,VA-3 (0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 VIGA VA-1,VA-2,VA-3 (0.40 x 0.20) 1 2 ESCALA 1/20 d1/4":1@.05,4@0.10, rto.@0.20 3ø1/2" 3ø1/2" 3ø1/2" 3ø1/2" 3ø1/2" 3ø1/2" 1ø1/2" d1/4":1@.05,4@0.10, 5 VIGUETA DE BORDE 0.10x 0.60 d1/4":1@.05,4@0.10, rto.@0.20 5 5 5 VER DETALLE DE 3ø1/2" VP-102,202,302,402-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 5 5 3ø1/2" 3ø1/2" 5 5 1 ø1/2" 1 ø1/2" 1 ø1/2" 5 VIGA VP-402 VIGUETA DE BORDE 0.10x 0.60 d1/4":1@.05,4@0.10, rto.@0.20 ESCALA 1/20 DETELLE DE 3ø1/2" Acero de Refuerzo Ver detalle en Planta de Techo Ladrillo Maquinado para Techo de Arcilla de 15x30x30cm. ø 1/4" en malla @ 0.25 Acero de Temperatura 5 5 5 5 5 5 5 ESCALA 1/10 DETALLE TIPICO DE ALIGERADO 5 5 5 VIGUETA DE BORDE 0.10x 0.60 d1/4":1@.05,4@0.10, rto.@0.20 5 5 1 ø1/2" 1 ø1/2" 1 ø1/2" 5 VIGA VP-102 ESCALA 1/20 DETELLE DE 3ø1/2" VIGA VP-402 VIGA VP-402 VIGA VP-402 VIGA VP-402 VIGA VP-402 VIGA VP-402 5 5 EN VIGA VP-402 d1/4":1@.05,4@0.10, rto.@0.20 3ø1/2" 3ø1/2" 3ø1/2" 5 1 2 3 4 5 6 5 5 5 5 d1/4":1@.05,4@0.10, rto.@0.20 d1/4":1@.05,4@0.10, rto.@0.20 d1/4":1@.05,4@0.10, rto.@0.20 d1/4":1@.05,4@0.10, rto.@0.20 5 5 5 5 5 5 5 5 5 5 5 5 VIGA VP-,102,202,302,402 (0.25 x 0.30) E Eje B-B, y Eje C-C, 5 ESCALA 1/20 d1/4":1@.05,4@0.10, rto.@0.20 d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 VIGA VA-101,102,103 (0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 VIGA VA-1,VA-2,VA-3 (0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 VIGA VA-1,VA-2,VA-3 (0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 VIGA VA-1,VA-2,VA-3 (0.40 x 0.20) d1/4":1@.05,4@0.10, 2@.15, rto.@0.20 VIGA VA-1,VA-2,VA-3 (0.40 x 0.20) 1 2 3ø1/2" 3ø1/2" 3ø1/2" 3ø1/2" 3ø1/2" 3ø1/2" 1ø1/2" d1/4":1@.05,4@0.10, 5 VIGUETA DE BORDE 0.10x 0.60 d1/4":1@.05,4@0.10, rto.@0.20 5 5 5 VER DETALLE DE 3ø1/2" VP-102,202,302,402-(0.25 x 0.30) d1/4":1@.05,4@0.10, 2@.15,rto.@0.20 5 5 3ø1/2" 3ø1/2" VIGA VP-402 VIGA VP-402 VIGA VP-402 VIGA VP-402 VIGA VP-402 EN VIGA VP-102 VIGA VA-301 (0.40 x 0.20) VIGA VA-301 (0.40 x 0.20) VIGA VA-201 (0.40 x 0.20) VIGA VA-201 (0.40 x 0.20) 5 5 1 ø1/2" 1 ø1/2" 1 ø1/2" 5 VIGA VP-402 VIGUETA DE BORDE 0.10x 0.60 d1/4":1@.05,4@0.10, rto.@0.20 ESCALA 1/20 DETELLE DE 3ø1/2" 5 5 5 VIGUETA DE BORDE 0.10x 0.60 d1/4":1@.05,4@0.10, rto.@0.20 5 5 1 ø1/2" 1 ø1/2" 1 ø1/2" 5 VIGA VP-102 ESCALA 1/20 DETELLE DE 3ø1/2" 5 5 5 1ø 1/2" 1ø 1/2" VIGA VA-3 (0.40 x 0.20)

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio, Garden / Park
Tags	autocad, concrete, cortes, cuts, DETAIL, details, distribution, DWG, erdbebensicher strukturen, etc, floors, house, seismic structures, structures, strukturen