Specialty Structures Plans DWG Plan for AutoCAD

Specialty Structures Plans DWG Plan for AutoCAD

Plans Specialty Structures of a Multifamily Housing

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

maker, plant, slab, slab, in overlays, plant, license plate, license plate, esc., drawing:, structures, foundation plant details, multifamily housing, scale:, owner:, flat:, reviewed:, draft:, designer, date:, specialty, sheet, sheet of, blue:, magenta:, cyan, yellow:, green:, Red:, White:, notes, see column sections on sheet, for the complementary outline layout, with architectural plans, see technical specifications on sheet, see plate sections on sheet, see development of beams on sheet, see development of stairs in lamina, see sections of beams on sheet, see development of walls in lamina, see development of cisterns lamina in, see t development. high lamina in, drawing:, structures, level formwork details, multifamily housing, scale:, owner:, flat:, reviewed:, draft:, designer, date:, specialty, sheet, sheet of, drawing:, structures, formwork at level details, multifamily housing, scale:, owner:, flat:, reviewed:, draft:, designer, date:, specialty, sheet, sheet of, esc., drawing:, structures, multifamily housing, scale:, owner:, flat:, reviewed:, draft:, designer, date:, specialty, sheet, sheet of, esc., cimentacion plant, lightened slab, level formwork, of the, drawing:, structures, development of cto. machine details, multifamily housing, scale:, owner:, flat:, reviewed:, draft:, designer, date:, specialty, sheet, sheet of, esc., wall plaques details, seismic separation joint, cutting moat lift, maker, plant, bxt, typical shoe detail, cabbage., bxt, n.f.p, cement. side, foundation sections, cement. central, cement. vain, n.f.p, sole, solid slab, plant tank cover, plate foundation detail, plate, bxt, bxt, n.f.p, sole, cut, waterproof with sika top similar, see in plant cover cistern, waterproof with sika top similar, secc. steps, n.f.p, see study of soil mechanics, met mt. on average, permissible load bearing capacity, which according to standards is classified, a burdensome soil of good excellent, in a soil type, from ingº, with number of cip, stirrup hook, esp., column, beam, iii, column sections, slab, slab, view columns, view in traslapes, n.f.p., bxt, column confinement, bxt, dmenor, kind, kind, floor, kind, floor, column table, floor, sections of plates, See table, license plate, beam section, secc., secc. vi vi, secc. vii vii, secc. ii ii, secc. iii iii, secc. iv iv, dmenor, indicated in sections, longitudinal joining of beams, camber, b: beams of different, bxt, view in overlays deesp. techniques, standard hook, section, a: beams of equal height, bxt, bxt, section, section, secc. tip. lightened, temp., solid slab, ground floor t. high, plant, esc, cut, kind, basement, semi, iii, dmayor, dmayor, secc. viii viii, Wall, variable, sections of walls, Wall, seismic separation joint, Wall, seismic separation joint, Wall, variable, birth detail, from column to wall, Wall, b.xt., column born, stands supported, cut, in the field, see in plant, upper beam, see in plant, lower beam, table, floor, semi, basement, beam, cut, court of, esp. max. empty

Raw text data extracted from CAD file:

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\A1;.15 \A1;.60 \A1;2.90 \A1;.15 \A1;2.75 \A1;1.50 \A1;.20 \A1;.20 \A1;2.75 \A1;.20 \A1;.20 \A1;4.50 \A1;.20 \A1;.20 \A1;4.50 \A1;.20 \A1;.60 \A1;.20 \A1;.10 \A1;.10 \A1;.40 \A1;.15 \A1;1.50 \A1;.75 \A1;1.50 \A1;.75 \A1;.15 \A1;.10 \A1;.20 \A1;.60 \A1;CONTINUA PLACA P-2 \A1;.17 \A1;5.23 \A1;.25 \A1;.40 \A1;.50 \A1;.05 \A1;.55 \A1;1.20 \A1;.70 \A1;.30 \A1;.70 \A1;.85 \A1;.20 \A1;.50 \A1;.25 \A1;.25 \A1;5.15 \A1;.25 \A1;.40 \A1;.50 \A1;.05 \A1;.70 \A1;.70 \A1;.20 \A1;.50 \A1;.25 \A1;.20 \A1;.20 \A1;.30 \A1;1.30 \A1;1.35 \A1;2.52 \A1;.25 \A1;.25 \A1;45° \A1;.30 \A1;.25 \A1;.17 \A1;2.455 \A1;.25 \A1;.40 \A1;.50 \A1;.05 \A1;.25 \A1;2.475 \A1;.20 \A1;2.50 \A1;.17 \A1;2.455 \A1;.25 \A1;.40 \A1;.50 \A1;.05 \A1;.25 \A1;2.475 \A1;.20 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.20 \A1;.50 \A1;.25 \A1;.25 \A1;6.00 \A1;.55 \A1;.70 \A1;.70 \A1;.15 \A1;.85 \A1;.85 \A1;1.20 \A1;.25 \A1;.525 \A1;.40 \A1;CONTINUA PLACA P-2 \A1;4.10 \A1;.55 \A1;1.00 \A1;.70 \A1;.25 \A1;.17 \A1;2.90 \A1;.20 \A1;.05 \A1;.40 \A1;.25 \A1;2.75 \A1;.17 \A1;2.90 \A1;.20 \A1;.05 \A1;.40 \A1;.25 \A1;2.75 \A1;1.50 \A1;.65 \A1;.65 \A1;.45 \A1;.45 \A1;.20 \A1;.45 \A1;.20 \A1;.20 \A1;.25 \A1;.30 \A1;.20 \A1;.20 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.15 \A1;1.55 \A1;1.70 \A1;.15 \A1;1.05 \A1;.25 \A1;.90 \A1;.70 \A1;.25 \A1;.15 \A1;1.55 \A1;1.70 \A1;.15 \A1;1.05 \A1;.25 \A1;.90 \A1;.70 \A1;.25 \A1;.20 \A1;2.40 \A1;.20 \A1;.45 \A1;.20 \A1;1.50 \A1;.20 \A1;.45 \A1;.15 \A1;1.55 \A1;1.70 \A1;.15 \A1;1.05 \A1;.25 \A1;.90 \A1;.70 \A1;.25 \A1;.15 \A1;1.55 \A1;1.70 \A1;.15 \A1;1.05 \A1;.25 \A1;.90 \A1;.70 \A1;.25 \A1;.20 \A1;2.40 \A1;.20 \A1;.20 \A1;.25 \A1;.20 \A1;1.50 \A1;.20 \A1;.25 \A1;.20 \A1;.30 \A1;1.25 \A1;.30 \A1;2.80 \A1;.30 \A1;1.90 \A1;.30 \A1;1.30 \A1;.70 \A1;.90 \A1;.25 \A1;1.20 \A1;1.70 \A1;1.45 \A1;.25 \A1;.15 \A1;3.25 \A1;.15 \A1;2.90 \A1;.25 \A1;.25 \A1;2.10 \A1;2.90 \A1;1.50 \A1;3.25 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.40 \A1;.40 \A1;.25 \A1;.20 \A1;.60 (tip) \A1;.20 \A1;.15 \A1;.20 \A1;.20 \A1;.50 \A1;.45 \A1;.50 \A1;.60 \A1;1.40 \A1;1.20 \A1;.40 \A1;.45 \A1;.55 \A1;.65 \A1;.65 \A1;.85 \A1;.85 \A1;.55 \A1;1.25 \A1;1.25 \A1;.45 \A1;.55 \A1;.85 \A1;.55 \A1;1.25 \A1;1.25 \A1;2.45 \A1;.25 \A1;2.475 \A1;.25 \A1;2.45 \A1;.25 \A1;2.475 \A1;.25 \A1;2.45 \A1;2.45 \A1;.25 \A1;2.475 \A1;.25 \A1;2.45 \A1;.25 \A1;2.475 \A1;.25 \A1;2.45 \A1;.45 \A1;.50 \A1;.60 \A1;.45 \A1;.50 \A1;.60 \A1;.40 \A1;.40 \A1;.65 \A1;.65 \A1;.45 \A1;.55 \A1;.85 \A1;.55 \A1;1.25 \A1;1.25 \A1;.45 \A1;.55 \A1;.85 \A1;.55 \A1;1.25 \A1;1.25 \A1;.25 \A1;.45 \A1;2.45 \A1;.25 \A1;2.475 \A1;.25 \A1;2.45 \A1;.25 \A1;2.475 \A1;.25 \A1;2.45 \A1;2.45 \A1;.25 \A1;2.475 \A1;.25 \A1;2.45 \A1;.25 \A1;2.475 \A1;.25 \A1;2.45 \A1;.45 \A1;.50 \A1;.60 \A1;.45 \A1;.50 \A1;.60 \A1;.40 \A1;.40 \A1;.65 \A1;.45 \A1;.55 \A1;.85 \A1;.55 \A1;1.25 \A1;1.25 \A1;.55 \A1;.85 \A1;.55 \A1;1.25 \A1;1.25 \A1;.45 \A1;.65 \A1;.40 \A1;.40 \A1;.65 \A1;.65 \A1;.60 \A1;.45 \A1;.50 \A1;.60 \A1;.45 \A1;.50 \A1;.60 \A1;.45 \A1;.55 \A1;.85 \A1;.55 \A1;1.25 \A1;1.25 \A1;.55 \A1;.85 \A1;.55 \A1;1.25 \A1;1.25 \A1;.45 \A1;.90 \A1;.25 \A1;4.10 \A1;.25 \A1;45° \A1;.30 \A1;.25 \A1;.20 \A1;.525 \A1;.25 \A1;.025 \A1;.30 \A1;1.50 \A1;.40 \A1;.50 \A1;.25 \A1;.25 \A1;.25 \A1;7.90 \A1;.25 \A1;.525 \A1;.40 \A1;.25 \A1;.25 \A1;.40 \A1;.525 \A1;1.10 \A1;1.10 \A1;2.55 \A1;2.55 \A1;.25 \A1;45° \A1;.25 \A1;.25 \A1;45° \A1;.25 \A1;.20 \A1;.525 \A1;.25 \A1;.025 \A1;.30 \A1;.025 A1 ESC. 1/50 DIBUJO: ESTRUCTURAS PLANTA DE CIMENTACION Y DETALLES 1/50 , 1/25 VIVIENDA MULTIFAMILIAR ESCALA: PROPIETARIO: PLANO: REVISADO: PROYECTO: PROYECTISTA FECHA: ESPECIALIDAD E-01 LAMINA N° LAMINA 01 de 05 AZUL: MAGENTA: 08 CYAN: AMARILLO: VERDE: 0.80 1.00 0.60 0.50 0.40 0.30 ROJO: BLANCO: 09 0.20 0.05 0.13 0.09 30 NOTAS VER SECCIONES DE COLUMNAS EN LAMINA E-4/5 PARA EL TRAZADO Y REPLANTEO COMPLEMENTAR CON LOS PLANOS DE ARQUITECTURA VER ESPECIFICACIONES TECNICAS EN LAMINA E-2/5 VER SECCIONES DE PLACAS EN LAMINA E-4/5 VER DESARROLLO DE VIGAS EN LAMINA E-5/5 VER DESARROLLO DE ESCALERAS EN LAMINA E-1/5 VER SECCIONES DE VIGAS EN LAMINA E-3/5 \A1; VER DESARROLLO DE MUROS EN LAMINA E-4/5 VER DESARROLLO DE CISTERNAS LAMINA EN E-1/5 VER DESARROLLO DE T. ELEVADO LAMINA EN E-5/5 \A1; \A1; \A1; DIBUJO: ESTRUCTURAS ENCOFRADO DEL 1er. , 2do. NIVEL Y DETALLES 1/50 , 1/25 VIVIENDA MULTIFAMILIAR ESCALA: PROPIETARIO: PLANO: REVISADO: PROYECTO: PROYECTISTA FECHA: ESPECIALIDAD E-02 LAMINA N° LAMINA 02 de 05 DIBUJO: ESTRUCTURAS ENCOFRADO DEL 3er. AL 6to. NIVEL Y DETALLES 1/50 , 1/25 VIVIENDA MULTIFAMILIAR ESCALA: PROPIETARIO: PLANO: REVISADO: PROYECTO: PROYECTISTA FECHA: ESPECIALIDAD E-03 LAMINA N° LAMINA 03 de 05 A1 ESC. 1/50 A1 ESC. 1/50 DIBUJO: ESTRUCTURAS 1/50 , 1/25 VIVIENDA MULTIFAMILIAR ESCALA: PROPIETARIO: PLANO: REVISADO: PROYECTO: PROYECTISTA FECHA: ESPECIALIDAD E-04 LAMINA N° LAMINA 04 de 05 A1 ESC. 1/50 PLANTA DE CIMENTACION LOSA ALIGERADA h.=0.20m. S/C=200kg/m2. (ESCALA : 1/50) ENCOFRADO DEL 1er. NIVEL (ESCALA : 1/50) (TECHO DEL SEMISOTANO) (N+1.50) DIBUJO: ESTRUCTURAS DESARROLLO DE VIGAS, CTO. MAQUINAS Y DETALLES 1/50 , 1/25 VIVIENDA MULTIFAMILIAR ESCALA: PROPIETARIO: PLANO: REVISADO: PROYECTO: PROYECTISTA FECHA: ESPECIALIDAD E-05 LAMINA N° LAMINA 05 de 05 A1 ESC. 1/50 MUROS , COLUMNAS, NUCLEOS, PLACAS Y DETALLES M-3 JUNTA DE SEPARCION SISMICA e.=0.05m. (ESC: 1/25) (ELEVACION) CORTE B - B FOSO ASCENSOR 5 h.=SEGUN FABRICANTE (MIN. 1.20m) d5/8"@.30 d5/8"@.30 5 5 5 5 L.=VER PLANTA BxT (VER PLANTA) DETALLE DE ZAPATA TIPICA (ESC: 1/25) (ELEVACION) d DE COL. 5 5 5 5 .15 bxt ESP.@.10 (INDICADO) ESP.@.20 N.F.P N.F.P N.F.P 5 CIMENT. LATERAL 5 5 5 (ESC :1/25) SECCIONES DE CIMIENTOS (ELEVACION) 5 5 CIMENT. CENTRAL 5 5 5 CIMENT. VANOS 5 5 5 5 5 5 N.F.P 5 5 Solado 1:12 C/H. d3/8"@0.25 (Doble Malla) NFP+0.10 NFP+0.10 (ESC:1/50) LOSA SOLIDA e.=0.15m. S/C=500kg/m2 PLANTA TAPA CISTERNA DETALLE CIMENTACION DE PLACA <> (tip) (ELEVACION) (ESC: 1/25) d DE PLACA BxT (VER PLANTA) 5 5 5 .15 bxt (INDICADO) N.F.P 5 Solado 1:12 C/H. <> (tip) 5 5 2d3/8" 2d1/2" 5 5 5 5 d3/8"@.30 5 5 5 5 <> (tip) 5 2d3/8"@0.25 d3/8"@0.25 2d3/8" 5 5 2d3/8" 5 5 (ELEVACION) CORTE D - D (CISTERNA) 5 5 IMPERMEABILIZAR CON SIKA TOP o SIMILAR IMPERMEABILIZAR CON SIKA TOP o SIMILAR IMPERMEABILIZAR CON SIKA TOP o SIMILAR 2d3/8"@0.25 2d3/8"@0.25 2d3/8"@0.25 (Superior) VER d EN PLANTA TAPA CISTERNA N.-1.15 IMPERMEABILIZAR CON SIKA TOP o SIMILAR (ESC:1/50) N.F.P.-3.15 5 5 5 5 SECC. GRADAS 5 5 5 N.F.P VER ESTUDIO DE MECANICA DE SUELOS SE ENCONTRO A 0.50 mt. DE PROMEDIO CAPACIDAD PORTANTE ADMISIBLE DEL SUELO = 5.84 Kg./cm2. QUE SEGUN NORMAS E-050 SE CLASIFICA UN SUELO GRAVOSO DE BUENO A EXCELENTE EN UN SUELO TIPO I . DEL INGº V CON NUMERO DE CIP (S/ESC) 5 d 15cm. 10cm. GANCHO DE ESTRIBOS d 5 a r. 3/8 1/4 r d 3cm. 2cm. ESP. ESP. a d COLUMNA ó VIGA ( III ) SECCIONES DE COLUMNAS (PLANTA) (ESC:1/25) H.=VIGA o LOSA 5 H.=VIGA o LOSA h. 5 h./6 dESP.@.10 2h./3 \A1;RESTO VER COLUMNAS \A1;RESTO VER COLUMNAS h./6 dESP.@.10 VER "Le" EN TRASLAPES <> (tip) 5 5 h.=CIMIENTOS (ELEVACION) (ESC: 1/25) N.F.P. N.F.P. dESP.@.20 bxt 5 CONFINAMIENTO DE COLUMNAS bxt <> (tip) dESP.@.10 5 5 5 5 5 5 dMenor 5 5 C - 5 d1/4"@.25 4d1/2" d d d d TIPO b x t TIPO TIPO TIPO b x t b x t b x t 1er. PISO 2do. PISO 3er. PISO TIPO PISO CUADRO DE COLUMNAS C - 7 C - 1 C - 6 4to. PISO 0.25x1.20 0.25x1.20 3 d3/8"@.20 3 d3/8"@.25 3 d3/8"@.30 6d3/4"+6d5/8" 12d5/8" 2 d3/8"@.25 2 d3/8"@.25 2 d3/8"@.30 ( V ) 2 d3/8"@.25 2 d3/8"@.25 2 d3/8"@.30 SECCIONES DE PLACAS (PLANTA) (ESC:1/25) VER TABLA "I" PLACA P - 2 (SEMISOTANO) (PLANTA) (ELEVACION) SECCION DE VIGAS 5 5 5 5 5 (ESC:1/25) 5 5 5 4d1/2" R@.20 EN C/COLUMNA d1/4",1@.05,5@.10, SECC. V - V SECC. VI - VI R@.20 EN C/COLUMNA d1/4",1@.05,8@.10, 4d1/2" R@.20 EN C/COLUMNA d1/4",1@.05,8@.10, 4d1/2" 5 5 5 SECC. VII - VII R@.20 EN C/COLUMNA d3/8",1@.05,8@.10, 4d5/8"+2d1/2" 5 5 d1/4",1@.05,5@.10, 4d1/2" R@.20 EN C/COLUMNA SECC. II - II SECC. III - III 5 5 5 4d3/8" d1/4",@.30 5 SECC. IV - IV dMenor S. H. INDICADAS EN SECCIONES UNION LONGITUDINAL DE VIGAS 5 PERALTE B: VIGAS DE DIFERENTE (ESC:1/25) bxt (ELEVACION) L2 5 * VER (Le) EN TRASLAPES DEESP. TECNICAS S = GANCHO ESTANDAR L1 d SECCION H. A: VIGAS DE IGUAL PERALTE S. bxt 5 bxt d SECCION 5 5 *Le d SECCION d SECCION H. L C (ESC:1/10) 5 SECC. TIP. ALIGERADO 5 5 5 5 5 5 d TEMP. d1/4"@.25 (ELEVACION) 5 LOSA SOLIDA e.=0.20m. PLANTA PISO T. ELEVADO (ESCALA: 1/50) 2d3/8" 5 L=VER PLANTA 5 5 5 5 ESC 1/25 (ELEVACION) CORTE C - C (RAMPA) 5 5 2d3/8" 5 5 5 5 e.=0.15m. d3/8"@0.30 (Superior)(Tip) d3/8"@0.30 (Superior)(Tip) NFP-0.05 NFP-1.15 N.F.P.-0.05 N.J..±0.00 d b x t TIPO SOTANO 3 d3/8"@.20 SEMI 12d5/8" ( V ) ( V ) ( III ) ( IV ) ( IV ) ( IV ) 0.17x0.80 0.17x0.80 0.17x0.80 0.17x0.60 0.17x0.60 0.17x0.60 ( I ) 5 5 ( V ) 5 5 dMayor ( IV ) 5 5 dMayor 4d5/8"+4d1/2" 4d5/8"+4d1/2" 8d1/2" 6d5/8"+4d1/2" 6d5/8"+4d1/2" 6d5/8"+4d1/2" SECC. VIII - VIII 4d3/8" 5 d1/4"@.25 5 5 NFP-0.05 MURO M - 7 5 5 5 N-VAR. N.MIN.=-0.05 N.MAX.=-1.15 h.=Rampa 5 VARIABLE MIN.=0.00 MAX.=1.15 (Central) d3/8@0.20 5 (ELEVACION) SECCIONES DE MUROS (ESC:1/25) 5 5 5 5 5 MURO M - 2 5 5 5 d1/4"@.30 4d3/8" 1d3/8"@0.60 (Adicional) 1d3/8"@0.20 2d3/8"@0.20 NFP-1.15 N+1.50 JUNTA DE SEPARACION SISMICA e.=0.05m. 5 5 2d3/8"@0.20 5 5 5 3d3/8" 5 5 5 MURO M - 3 5 NFP-0.05 NFP-1.15 5 5 5 5 5 3d3/8" 5 5 5 5 2d3/8"@0.30 1d3/8"@0.30 4d3/8" d1/4"@0.30 JUNTA DE SEPARCION SISMICA e.=0.05m. 5 (Central) MURO M - 6 5 VARIABLE MIN.=0.00 MAX.=1.15 d3/8@0.20 5 5 5 h.=Gradas h.=Rampa N-VAR. N.MIN.=-0.05 N.MAX.=-1.15 DETALLE DE NACIMIENTO DE COLUMNA EN MURO (ELEVACION) 5 @0.10 d MURO b.xt. ESC1/25 NACE COLUMNA 5 5 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 A GRADAS APOYADAS CORTE A - A (ELEVACION) (ESC: 1/25) 5 5 5 5 e.=<> NFP-1.15 d3/8"@0.30 (Superior)(Tip) EN TERRENO NFP-0.05 ver d en planta VIGA SUPERIOR <> .20 .25 5 ver d en planta 5 d1/4"@0.30 4d3/8" 5 5 <> .20 .25 d1/4",1@.05,8@.10, 4d1/2" VIGA INFERIOR R@.20 EN C/COLUMNA (ESC:1/25) (ESC:1/25) TABLA " I " dC PISO d 1er 2do 3er dA d3/8"@0.30 d3/8"@0.25 d3/8"@0.20 dD d3/8"@0.25 d3/8"@0.25 d3/8"@0.25 d3/8"@0.20 6d5/8" 6d5/8" 4to d3/8"@0.25 4d5/8" 4d5/8" dB SEMI d3/8"@0.20 d3/8"@0.20 6d5/8" 4d5/8" SOTANO VIGA V-100 AL V-600 (0.25x0.50) (ESCALA : 1/25) CORTE 1 - 1 (ESCALA : 1/25) 5 5 5 5 E E 5 5 5 (ESC:1/25) (ELEVACION) CORTE E - E (CAMARA DE BOMBEO) d3/8"@0.25 5 d3/8"@0.25(sup) 5 2d3/8" 5 5 2d3/8" 5 5 5 5 <> (tip) 5 5 5 5 d3/8"@0.25 N.F.P.-2.30 ESP. MAX. VACIOS 25% ALABEO MAX.4mm. ESP. MUROS 15 cm. MORTERO 1:4 C/A. ESP. JUNTA 1.5cm. MAX. 0.9cm.MIN. F- TRASLAPES "Le" (TRACCION): B- ALBAÑILERIA CONFINADA: C- RECUBRIMIENTOS MINIMOS: D- RESISTENCIA DEL TERRENO: ESPECIFICACIONES TECNICAS f'c= 210 Kg/cm2 CONCRETO ARMADO, fy= 4200 Kg/cm2 ACERO CORRUGADO SOBRECIMIENTOS f'c= 100 Kg/cm2 +25% P.M. G- NORMAS Y REGLAMENTOS: DE EDIFICACIONES DEL PERU Y ACI 318-05 NORMAS E-070 DEL REGLAMENTO NACIONAL H- PARAMETROS SISMICOS: 6.0 (Muros Estructurales) PLANTA REFERENCIAL Z U S C P R V x/y= Ry= Rx= Y TIPICO Z= U= S= C= 1.0 1.0 0.4 2.5 d 3/8" 44cm. d 1/2" 55cm. INDICADAS EN PLANTA E- SOBRECARGAS: d 5/8" 70cm. NORMAS E-020, E-030, E-050, E-060 Y d 3/4" 84cm. f'm= 45 Kg/cm2 ZAPATAS 7.50 cms. f'b= 130 Kg/cm2 A- MATERIALES: X 7.0 (Sistema Dual) MAX. ABSOLUTOS EJE XX : 5.03cm. I- MAXIMOS DESPLAZAMIENTOS: MAX. ABSOLUTOS EJE YY : 2.51cm. MAX. RELATIVOS EJE XX : 1.17cm. MAX. RELATIVOS EJE YY : 0.64cm. UNIDADES MACIZAS TIPO IV (KING KONG 18 HUECOS) 0.4 Tp= CONCRETO ARMADO CONCRETO SIMPLE (Tamaño maximo 3") CIMIENTOS CORRIDOS f'c= 100 Kg/cm2 +30% P.G. (Tamaño maximo 6") FALSA ZAPATA C:M: 1:12 +30% P.G. (Tamaño maximo 8") COLUMNAS, VIGAS PERALTADAS 4.00 cms. COLUMNAS, VIGAS PERALTADAS (e=.15) 3.00 cms. VIGAS CHATAS 2.50 cms. LOSAS ALIGERADAS Y SOLIDA 2.00 cms. PLACAS Y MUROS 3.00 cms. PLACAS Y MUROS (e=.15) 2.50 cms. LA ALBAÑILERIA IRA UNIDA A LA ESTRUCTURA CON 2 ALAMBRES #8 CADA 3 HILADAS, LOS CUALES ENTRAN 0.50m. EN EL MURO Y ANCLAN EN LOS ELEMENTOS DE CONCRETO UN MINIMO DE 0.25m. 45° <> DETALLE DE NACIMIENTO <> (ELEVACION) DE COLUMNA EN VIGA ESC 1/25 2d5/8" 5 <> <> <> <> dESP.@.10 bxt <> * 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A C C B B NACE ESCALERA N°01 5 5 5 5 5 5 JUNTA DE SEPARCION SISMICA e.=0.05m. N.F.P.-0.05 N.F.P.-0.05 N.F.P.-1.15 N.F.P.-1.15 N.F.P.-1.15 N.F.P.-1.15 N.F.P.-1.15 N.F.P.-1.15 M-1 JUNTA DE SEPARCION SISMICA e.=0.05m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALERA N°01 5 5 5 5 5 5 JUNTA DE SEPARCION SISMICA e.=0.05m. M-1 M-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 5 M-1 M-1 M-1 M-2 M-1 M-1 M-2 M-1 M-1 P-2 P-2 P-3 P-4 C-1 C-2 C-2 C-1 C-3 C-4 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 M-1 M-2 M-1 M-1 M-1 M-2 M-1 M-1 M-2 M-1 M-1 P-2 P-2 P-3 P-4 P-4 C-1 C-2 C-2 C-1 C-3 C-4 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 1d3/8" 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 5 5 5 1d3/8" 5 1d3/8" 1d3/8" 5 5 5 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 5 5 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 5 5 5 1d3/8" 1d3/8" 1d1/2" 1d3/8" 5 5 5 5 5 1d3/8" 1d3/8" 1d1/2" 1d3/8" 1d3/8" 1d3/8" d ESCALERA N°01 II II II II II II II II VII I I I II II V V V V VIGA V-100 (0.25x0.50) VIGA V-101 (0.25x0.50) VIGA V-101 (0.25x0.50) VIGA V-102 (0.25x0.50) (0.25x0.50) (0.25x0.50) (0.25x0.50) (0.25x0.50) VIGA V-103 (0.25x0.525) VIGA V-104 (0.20x0.50) VIGA V-103 (0.25x0.525) III VI VI VI VI VI VI III VII VII VII VIII VIII LOSA SOLIDA e.=0.20m. LOSA SOLIDA e.=0.12m. Mallad3/8"@0.25 (Inferior)(Tip) JUNTA DE SEPARCION SISMICA e.=0.05m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALERA N°01 5 5 5 5 5 5 JUNTA DE SEPARCION SISMICA e.=0.05m. P-1 P-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-2 P-2 P-3 P-4 P-4 C-1 C-1 C-3 C-3 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 5 1d3/8" 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" d ESCALERA N°01 II II II II II II VII I I I VIGA V-200 (0.25x0.50) VIGA V-201 (0.25x0.50) VIGA V-201 (0.25x0.50) VIGA V-202 (0.25x0.50) (0.25x0.50) (0.25x0.50) VIGA V-203 (0.25x0.525) VIGA V-203 (0.25x0.525) III III III III III III LOSA SOLIDA e.=0.20m. II II IV IV IV IV III III III III III III LOSA ALIGERADA h.=0.20m. S/C=200kg/m2. ENCOFRADO DEL 2do. NIVEL (ESCALA : 1/50) (TECHO DEL 1er. PISO) (N+4.10) VIGA V-206 (0.45x0.20) (0.45x0.20) VIGA V-206 (0.45x0.20) (0.45x0.20) JUNTA DE SEPARCION SISMICA e.=0.05m. JUNTA DE SEPARCION SISMICA e.=0.05m. P-1 P-1 5 VIII VIII VIII III III III III V V 5 1d3/8" III 5 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 5 5 1d3/8" 5 1d3/8" 1d3/8" 5 5 5 5 5 1d3/8" 1d3/8" 1d1/2" 1d3/8" 5 5 5 5 5 1d3/8" 1d3/8" 1d1/2" 1d3/8" 5 5 5 5 5 1d3/8" 1d3/8" 1d1/2" 1d3/8" 5 5 5 5 5 1d3/8" 1d3/8" 1d1/2" 1d3/8" JUNTA DE SEPARCION SISMICA e.=0.05m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALERA N°01 5 5 5 5 5 5 JUNTA DE SEPARCION SISMICA e.=0.05m. 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-2 P-2 P-3 P-4 P-4 C-1 C-1 C-3 C-3 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" d ESCALERA N°01 II II II II II II VII I I I VIGA V-300 AL V-500 (0.25x0.50) VIGA V-301 AL V-501 (0.25x0.50) VIGA V-301 AL V-501 (0.25x0.50) V-302 AL V-502 (0.25x0.50) (0.25x0.50) (0.25x0.50) (0.25x0.50) (0.25x0.50) VIGA V-303 AL V-503 (0.25x0.525) III III III III III III LOSA SOLIDA e.=0.20m. II II IV IV IV IV III III III III III III VIGA V-300 AL V-500 (0.25x0.50) LOSA ALIGERADA h.=0.20m. S/C=200kg/m2. ENCOFRADO DEL 3er. AL 5to. NIVEL (ESCALA : 1/50) (TECHO DEL 2do. AL 4to. PISO) (N+6.70)(N+9.30)(N+11.90) V-306 AL V-506 (0.45x0.20) (0.45x0.20) V-306 AL V-506 (0.45x0.20) (0.45x0.20) JUNTA DE SEPARCION SISMICA e.=0.05m. 5 III III III III VIGA V-304 AL V-504 (0.20x0.50) VIGA V-304 AL V-504 (0.20x0.50) V V 5 1d3/8" III 5 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 5 5 1d3/8" 5 1d3/8" 1d3/8" 5 5 5 5 5 1d3/8" 1d3/8" 1d1/2" 1d3/8" 5 5 5 5 5 1d3/8" 1d3/8" 1d1/2" 1d3/8" 5 5 5 5 5 1d3/8" 1d3/8" 1d1/2" 1d3/8" 5 5 5 5 5 1d3/8" 1d3/8" 1d1/2" 1d3/8" NOTAS VIGA V-303 AL V-503 (0.25x0.525) JUNTA DE SEPARCION SISMICA e.=0.05m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LLEGA ESCALERA N°01 5 5 5 5 5 5 JUNTA DE SEPARCION SISMICA e.=0.05m. P-5 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-6 P-6 P-5 P-2 P-2 P-3 P-4 P-4 C-1 C-1 C-3 C-3 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" d ESCALERA N°01 II II II II II II VII I I I VIGA V-600 (0.25x0.50) VIGA V-601 (0.25x0.50) VIGA V-601 (0.25x0.50) VIGA V-602 (0.25x0.50) (0.25x0.50) (0.25x0.50) (0.25x0.50) (0.25x0.50) VIGA V-603 (0.25x0.525) III III III III III III LOSA SOLIDA e.=0.20m. II II IV IV IV IV III III III III III III VIGA V-600 (0.25x0.50) LOSA ALIGERADA h.=0.20m. S/C=100kg/m2. ENCOFRADO DEL 6to. NIVEL (ESCALA : 1/50) (TECHO DEL 5to. PISO) (N+14.50) VIGA V-606 (0.45x0.20) (0.45x0.20) VIGA V-606 (0.45x0.20) (0.45x0.20) JUNTA DE SEPARCION SISMICA e.=0.05m. 5 III III III III VIGA V-604 (0.20x0.50) V V III 5 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 5 5 1d3/8" 5 1d3/8" 1d3/8" 5 5 5 5 5 1d3/8" 1d3/8" 1d1/2" 1d3/8" 5 5 5 5 5 1d3/8" 1d3/8" 1d1/2" 1d3/8" 5 5 5 5 5 1d3/8" 1d3/8" 1d1/2" 1d3/8" 5 5 5 5 5 1d3/8" 1d3/8" 1d1/2" 1d3/8" VIGA V-603 (0.25x0.525) 1d3/8"@0.30 1d3/8"@0.20 5 5 5 R@.20 EN C/COLUMNA d3/8",1@.05,8@.10, 4d5/8" SECC. I - I NOTAS NOTAS C-6 C-6 C-6 C-6 C-7 C-6 C-7 C-7 C-6 C-7 P-5 P-6 P-6 P-5 C-6 C-6 C-6 C-6 C-7 C-6 C-7 C-7 C-6 C-7 IX IX IX IX IX IX IX IX IX IX IX IX IX IX IX IX IX IX IX IX M-4 M-3 M-5 M-6 M-7 5 5 5 5 N-VAR. N.MIN.=-0.05 N.MAX.=-1.15 h.=Gradas 5 VARIABLE MIN.=0.00 MAX.=1.15 (Central) d3/8@0.20 MURO M - 4 NFP-0.05 5 5 (Central) MURO M - 6 5 VARIABLE MIN.=0.00 MAX.=1.15 d3/8@0.20 5 5 5 NFP-1.15 h.=Rampa 5 N-VAR. N.MIN.=-0.05 N.MAX.=-1.15 C-5 N-VAR. N.MIN.=-0.05 N.MAX.=-1.15 h. (RESTO NIVELES) (3er.,4to. NIVEL) 4d1/2" + 2d3/8" 5 h=.40 6d3/8" h=.45 5 d1/4"@.25 SECC. IX - IX ESCALERA N°01 S/C=200kg/m2. (ESC:1/25) e.=<>m. <> (tip) 5d3/8" 7d3/8" 5d3/8" <> (tip) 7d3/8" 2d3/8"@0.25 (ESCALERA N°01) 3°, 5°, 7°, 9° Y 11° TRAMO 2d3/8"@0.25 5 1° TRAMO 5 1d3/8"@.30 5 5 1d3/8"@.30 (ESCALERA N°01) e.=<>m. N.F.P.-1.15 7d3/8" 5 5 5 <> (tip) 5d3/8" 7d3/8" 7d3/8" 2d3/8"@0.30 2d3/8"@0.30 5 5 5 2d3/8"@0.25 e.=<>m. <> (tip) 5d3/8" 7d3/8" 7d3/8" 2d3/8"@0.30 5d3/8" 5 5 5 PLACA P-2 5 5 5 5 PLACA P-2 5 5 5 5 VER d TRANSV. EN PLANTA VER d TRANSV. EN PLANTA (ESCALERA N°01) 2°, 4°, 6°, 8°, 10° Y 12° TRAMO NUCLEO 1 NUCLEO 1 NUCLEO 2 NUCLEO 1 NUCLEO 2 NUCLEO 1 NUCLEO 1 NUCLEO 2 NUCLEO 1 NUCLEO 2 NUCLEO 3 NUCLEO 3 NUCLEO 1 NUCLEO 1 NUCLEO 2 NUCLEO 1 NUCLEO 2 NUCLEO 1 NUCLEO 1 NUCLEO 2 NUCLEO 1 NUCLEO 2 NUCLEO 3 NUCLEO 3 NUCLEO 1 NUCLEO 1 NUCLEO 2 NUCLEO 1 NUCLEO 2 NUCLEO 1 NUCLEO 1 NUCLEO 2 NUCLEO 1 NUCLEO 2 NUCLEO 3 NUCLEO 3 NUCLEO 1 NUCLEO 1 NUCLEO 1 NUCLEO 1 NUCLEO 1 NUCLEO 1 MURO M - 1 Y PLACA P - 1 5 5 5 5 5 5 5 5 d1/4"@.30 4d3/8" 1d3/8"@0.60 (Adicional) 1d3/8"@0.20 2d3/8"@0.20 NFP-1.15 N+1.50 JUNTA DE SEPARACION SISMICA e.=0.05m. 5 5 2d3/8"@0.20 5 3d3/8" 5 5 d1/4"@.30 4d3/8" N+4.10 5 5 5 5 2d3/8"@0.20 1d3/8"@0.20 5 5 1d3/8"@0.20 (Inferior)(Tip) 5 5 Z-5 1d3/8"@0.25 (Inferior)(Tip) 5 5 Z-1 1d3/8"@0.20 (Inferior)(Tip) 5 5 Z-1 1d3/8"@0.20 (Inferior)(Tip) 5 5 Z-2 1d1/2"@0.20 (Inferior)(Tip) 5 5 Z-3 1d3/8"@0.15 (Inferior)(Tip) 5 5 1d3/8"@0.15 (Inferior)(Tip) Z-4 5 5 1d3/8"@0.20 (Inferior)(Tip) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Z-5 1d3/8"@0.25 (Inferior)(Tip) 5 5 Z-6 1d3/8"@0.25 (Inferior)(Tip) 5 Z-6 1d3/8"@0.25 (Inferior)(Tip) C - 2 ( II ) 2 d3/8"@.20 2 d3/8"@.25 2 d3/8"@.25 2 d3/8"@.30 ( II ) ( II ) ( II ) 0.25x0.45 2 d3/8"@.20 C - 3 d TIPO b x t 5to. PISO 0.25x1.20 3 d3/8"@.30 2 d3/8"@.30 2 d3/8"@.30 12d5/8" ( V ) ( IV ) 0.17x0.80 0.17x0.60 8d1/2" 6d5/8"+4d1/2" 2 d3/8"@.30 ( II ) ( I ) ( I ) ( I ) ( I ) ( I ) ( I ) 0.25x1.20 0.25x1.20 0.25x1.20 3 d3/8"@.25 6d3/4"+6d5/8" 6d3/4"+6d5/8" dMayor dMayor ( II ) 4d3/4"+4d5/8" 8d5/8" 8d5/8" ( III ) ( III ) ( III ) ( III ) ( III ) 2 d3/8"@.20 2 d3/8"@.25 2 d3/8"@.25 2 d3/8"@.30 2 d3/8"@.20 2 d3/8"@.30 8d5/8" 8d5/8" 8d5/8" 4d5/8"+4d1/2" 4d5/8"+4d1/2" 4d5/8"+4d1/2" 0.25x0.35 0.25x0.35 0.25x0.35 0.25x0.35 0.25x0.35 0.25x0.35 dMayor ( II ) 5 5 5 5 C - 4 d3/8"@.20 2d5/8"+2d3/8" 2d5/8" COL. C-3 NUCLEO 2 5 5 dMayor 5 5 dMayor dMayor 2 d3/8"@.25 6d5/8"+4d1/2" 2 d3/8"@.25 4d5/8"+4d1/2" NUCLEO 1 CAPACIDAD PORTANTE ADMISIBLE DE DISEÑO = 5.00 Kg./cm2. SECCIONES DE NUCLEOS (PLANTA) (ESC:1/25) 5 5 5 5 5 5 5 NUCLEO 3 2 d3/8"@.25 6d3/4"+4d5/8" dMayor d3/8"@0.30 d3/8"@0.25 4to I I I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLACA P - 2 (RESTO DE PISOS) VER TABLA "I" (PLANTA) dD dC 5 5 PLACA P - 3 (SEMISOTANO) (PLANTA) 5 5 PLACA P - 3 (RESTO DE PISOS) (PLANTA) 5 5 PLACA P - 4 (PLANTA) 5 5 PLACA P - 5 (PLANTA) 5 5 5 5 5 5 5 PLACA P - 6 (PLANTA) 5 dD dC COL. C-6 NOTAS 5 d3/8"@0.25 (Superior)(Tip) N.F.P.-1.15 N.F.P.-3.15 N.F.P.-1.15 N.F.P.-1.15 D D 5 5 5 5 5 5 5 5 5 5 5 5 d3/8"@.175(inf) d3/8"@.225(sup) d3/8"@.25(inf) d3/8"@.30(sup) 2d1/2" D D N-1.15 2d3/8" 5 5 5 5 5 5 Z-6 1d3/8"@0.25 (Inferior)(Tip) 5 5 Z-6 1d3/8"@0.25 (Inferior)(Tip) 5 5 NFP-1.15 C-3 C-3 VII C-3 X 5 5 2 d1/4",1@.05,5@.10, 12d1/2" R@.20 EN C/COLUMNA SECC. X - X VII VII 1 1 CONTINUA PLACA P-2 5 5 5 5 5 d3/8",1@.05,8@.10,2@.175,R@.25 EN C/EXTREMO 5 JUNTA SEP. SISMICA e.=0.05m. 5 2d5/8" 2d5/8"+1d1/2" 5 5 5 2d5/8" 5 5 1d1/2" (ELEVACION) 5 5 5 VIGA V-101 AL V-601 (0.25x0.50) (ESCALA : 1/25) CORTE 2 - 2 (ESCALA : 1/25) 2 2 5 5 5 5 5 5 JUNTA SEP. SISMICA e.=0.05m. 2d3/4" 1d3/4" 5 5 1d3/4" (ELEVACION) 5 5 5 5 5 5 5 1d5/8" 2d3/4" 5 5 2d5/8" <> <> 45° 5 VIGA V-103 AL V-603 (0.25x0.525) 5 3 3 5 5 5 5 5 5 JUNTA SEP. SISMICA e.=0.05m. 2d5/8" d3/8",1@.05,8@.10,2@.175,R@.25 EN C/EXTREMO 2d5/8" 5 5 5 5 3 3 5 5 5 5 5 5 JUNTA SEP. SISMICA e.=0.05m. 2d5/8" 2d5/8" 5 5 5 3 3 3 3 2 2 5 5 5 5 5 5 5 5 2d5/8" 3d1/2" VIGA V-102 AL V-602 (0.25x0.50) (ESCALA : 1/25) (ELEVACION) d3/8",1@.05,8@.10,R@.25 EN C/EXTREMO d3/8",1@.05,8@.10,R@.25 EN C/EXTREMO d3/8",1@.05,8@.10,R@.25 EN C/EXTREMO d3/8",1@.05,8@.10,R@.25 EN C/EXTREMO d3/8",1@.05,8@.10,R@.25 EN C/EXTREMO CORTE 3 - 3 (ESCALA : 1/25) 5 5 5 VIGA V-103 AL V-603 (0.25x0.525) (ESCALA : 1/25) (ELEVACION) 5 5 5 5 d3/8",1@0.05,10@0.10,2@0.15,R@0.20 EN C/EXTREMO 5 2d3/4" 5 5 5 3d3/4" 5 5 1d3/4" 5 5 5 5 3d3/4" VIGA V-101 AL V-601 (0.25x0.50) VIGA V-104 AL V-604 (0.25x0.50) (ESCALA : 1/25) 2 2 CONTINUA PLACA P-2 5 5 2d3/4" 5 5 5 1d3/4" (ELEVACION) USAR C/F.=1.75cm. CL. 5 5 5 2 d1/4",1@.05,8@.10,R@.20 EN C/EXTREMO 5 JUNTA SEP. SISMICA e.=0.05m. 5 5 5 2 d1/4",1@.05,8@.10,R@.20 EN C/EXTREMO 5 5 5 2 d1/4",1@.05,8@.10,R@.20 EN C/EXTREMO 5 JUNTA SEP. SISMICA e.=0.05m. 5 5 5 2 d1/4",1@.05,8@.10,R@.20 EN C/EXTREMO 5 5 5 5 5 5d1/2" 5d1/2" 5d1/2" 5d1/2" 4 4 4 4 4 4 4 4 VIGA V-206 AL V-606 (0.45x0.20) (ESCALA : 1/25) (ELEVACION) 5 5 CORTE 4 - 4 (ESCALA : 1/25) (ELEVACION) DESARROLLO DE VIGAS (ESC:1/25) (ELEVACION) CORTES DE VIGAS (ESC:1/25) P-4 5 5 4d5/8" 1 d3/8"@.25 4d5/8" 1 d3/8"@.25 2d3/8"@0.30 2d3/8"@0.25 6d5/8" 1 d3/8"@.25 2d3/8"@0.20 2d3/8"@0.20 NUCLEO 3 5 5 2d3/8"@0.25 2d3/8"@0.25 4d5/8" 1 d3/8"@.25 5 5 4d1/2" 1 d1/4"@.20 4d1/2" 1 d1/4"@.20 2d3/8"@0.30 2d3/8"@0.20 5 5 2d3/8"@0.25 2d3/8"@0.20 4d5/8" 1 d3/8"@.20 4d5/8" 1 d3/8"@.20 5 5 4d5/8" 4d1/2" 4d1/2" 6d5/8" 6d5/8" 6d5/8" dB 1 d3/8"@.25 dB 1 d3/8"@.25 dC dD 2d1/2" dC dD 2d1/2" dA 1 d3/8"@.25 dA 1 d3/8"@.25 dD dC dD dC 5 5 dB 1 d3/8"@.25 dB 1 d3/8"@.25 dC dD 2d1/2" dC dD 1 d3/8"@.25 1 d3/8"@.25 dA dA P-4 P-4 P-2 P-2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-6 C-6 5 5 5 5 5 5 5 5 P-4 P-4 P-2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-6 C-6 5 5 5 5 5 5 5 5 5 5 Y CTO. MAQUINAS PLANTA PISO T. ELEVADO Y CTO. MAQUINAS LOSA SOLIDA e.=0.15m. (ESCALA: 1/50) 1d3/8"@0.25 1d3/8"@0.35 1d3/8"@0.25 1d3/8"@0.35 N+18.30 N+16.00 N+17.50 1d3/8"@0.20 1d3/8"@0.30 1d3/8"@0.20 1d3/8"@0.30 1d3/8"@0.20 1d3/8"@0.30 1d3/8"@0.20 1d3/8"@0.30 VIGA SUPERIOR VIGA SUPERIOR VIGA SUPERIOR VIGA SUPERIOR VIGA SUPERIOR VIGA INFERIOR VIGA INFERIOR VIGA INFERIOR VIGA INFERIOR V. INFERIOR V. INFERIOR VIGA INFERIOR V. INFERIOR V. INFERIOR I I I I I I * * F F PLACA P-2 PLACA P-2 PLACA P-4 COL. C-8 (ESC:1/25) (ELEVACION) CORTE F - F (T. ELEVADO Y CTO. MAQUINAS) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA SUPERIOR VIGA SUPERIOR VIGA SUPERIOR VIGA SUPERIOR VIGA INFERIOR VIGA INFERIOR VIGA INFERIOR VIGA INFERIOR ver d en planta ver d en planta ver d en planta ver d en planta N+19.15 N+18.30 N+16.00 N+17.50 N+14.50 5 5 5 5 2d3/8"@0.25 5 5 2d3/8"@0.25 5 5 2d3/8"@0.25 5 2d3/8"@0.25 5 5 5 C - 6 d3/8"@.25 4d5/8" VER SECCIONES DE COLUMNAS EN LAMINA E-4/5 PARA EL TRAZADO Y REPLANTEO COMPLEMENTAR CON LOS PLANOS DE ARQUITECTURA VER ESPECIFICACIONES TECNICAS EN LAMINA E-2/5 VER SECCIONES DE PLACAS EN LAMINA E-4/5 VER DESARROLLO DE VIGAS EN LAMINA E-5/5 VER DESARROLLO DE ESCALERAS EN LAMINA E-1/5 VER SECCIONES DE VIGAS EN LAMINA E-3/5 VER DESARROLLO DE MUROS EN LAMINA E-4/5 VER DESARROLLO DE CISTERNAS LAMINA EN E-1/5 VER DESARROLLO DE T. ELEVADO LAMINA EN E-5/5 VER SECCIONES DE COLUMNAS EN LAMINA E-4/5 PARA EL TRAZADO Y REPLANTEO COMPLEMENTAR CON LOS PLANOS DE ARQUITECTURA VER ESPECIFICACIONES TECNICAS EN LAMINA E-2/5 VER SECCIONES DE PLACAS EN LAMINA E-4/5 VER DESARROLLO DE VIGAS EN LAMINA E-5/5 VER DESARROLLO DE ESCALERAS EN LAMINA E-1/5 VER SECCIONES DE VIGAS EN LAMINA E-3/5 VER DESARROLLO DE MUROS EN LAMINA E-4/5 VER DESARROLLO DE CISTERNAS LAMINA EN E-1/5 VER DESARROLLO DE T. ELEVADO LAMINA EN E-5/5 VER SECCIONES DE COLUMNAS EN LAMINA E-4/5 PARA EL TRAZADO Y REPLANTEO COMPLEMENTAR CON LOS PLANOS DE ARQUITECTURA VER ESPECIFICACIONES TECNICAS EN LAMINA E-2/5 VER SECCIONES DE PLACAS EN LAMINA E-4/5 VER DESARROLLO DE VIGAS EN LAMINA E-5/5 VER DESARROLLO DE ESCALERAS EN LAMINA E-1/5 VER SECCIONES DE VIGAS EN LAMINA E-3/5 VER DESARROLLO DE MUROS EN LAMINA E-4/5 VER DESARROLLO DE CISTERNAS LAMINA EN E-1/5 VER DESARROLLO DE T. ELEVADO LAMINA EN E-5/5 VER SECCIONES DE COLUMNAS EN LAMINA E-4/5 PARA EL TRAZADO Y REPLANTEO COMPLEMENTAR CON LOS PLANOS DE ARQUITECTURA VER ESPECIFICACIONES TECNICAS EN LAMINA E-2/5 VER SECCIONES DE PLACAS EN LAMINA E-4/5 VER DESARROLLO DE VIGAS EN LAMINA E-5/5 VER DESARROLLO DE ESCALERAS EN LAMINA E-1/5 VER SECCIONES DE VIGAS EN LAMINA E-3/5 VER DESARROLLO DE MUROS EN LAMINA E-4/5 VER DESARROLLO DE CISTERNAS LAMINA EN E-1/5 VER DESARROLLO DE T. ELEVADO LAMINA EN E-5/5 N+19.15 <> (tip) 2d1/2" 1d3/8"@0.25 1d3/8"@0.35 1d3/8"@0.25 1d3/8"@0.35 1d3/8"@0.25 1d3/8"@0.35 1d3/8"@0.25 1d3/8"@0.35 F F 5 5 5 5 2d3/8"@0.25 5 2d5/8"(Solo en V-604) 3d5/8"(Solo en V-604) 5 5 1d3/8" 5 1d3/8" 1d3/8" VI VI VIGA V-104 (0.20x0.50) VIGA V-105 (0.25x0.525) 5 5 Z-2 1d1/2"@0.20 (Inferior)(Tip) 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 1d3/8" II II 5 1d3/8" 1d3/8" 5 1d3/8" 1d1/2" 5 5 5 1d1/2" 5 5 1d3/8" 1d3/8" 5 1d3/8" 1d1/2" 5 5 5 1d1/2" d 1" 115cm. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d3/8" 5 1d3/8" 1d3/8" 5 5 1d3/8" 5 1d3/8" 1d3/8" C-2 C-2 II II 5 1d3/8" 5 1d3/8" III III 5 1d3/8" 1d3/8" 5 1d3/8" (0.25x0.50) (0.25x0.50) VIGA V-205 (0.25x0.525) VIGA V-204 (0.20x0.50) VIGA V-204 (0.20x0.50) 5 5 1d3/8" 1d3/8" 5 1d3/8" 1d1/2" 5 5 5 1d1/2" 5 5 1d3/8" 1d3/8" 5 1d3/8" 1d1/2" 5 5 5 1d1/2" 5 5 dMenor 0.25x0.45 4d3/4"+4d5/8" 0.25x0.45 0.25x0.45 0.25x0.45 0.25x0.45 4d5/8"+4d1/2" 4d5/8"+4d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d3/8" 5 1d3/8" 1d3/8" 5 5 1d3/8" 5 1d3/8" 1d3/8" C-2 C-2 II II 5 1d3/8" 5 1d3/8" III III 5 1d3/8" 1d3/8" 1d3/8" VIGA V-305 AL V-505 (0.25x0.525) 5 5 1d3/8" 1d3/8" 5 1d3/8" 1d1/2" 5 5 5 1d1/2" 5 1d3/8" 1d3/8" 5 1d3/8" 1d1/2" 5 5 5 1d1/2" 5 5 VIGA V-604 (0.20x0.50) C-2 C-2 5 1d3/8" 5 1d3/8" III III II II 5 1d3/8" 1d3/8" 1d3/8" VIGA V-605 (0.25x0.525) 5 5 1d3/8" 5 5 1d3/8" 5 1d3/8" 1d3/8" 5 5 1d3/8" 5 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 1d1/2" 5 5 5 1d1/2" 5 1d3/8" 1d3/8" 5 1d3/8" 1d1/2" 5 5 5 1d1/2" 5 5 5 dB 1 d3/8"@.25 5 2d5/8" <> 45° 5 VIGA V-105 AL V-605 (0.25x0.525) 5 CORTE 5 - 5 (ESCALA : 1/25) 5 5 5 5 5 5 1d5/8"(SOLO EN V-103) 5 5 5 5 VIGA V-105 AL V-605 (0.25x0.525) 2d5/8"(Resto de Vigas) d3/8",1@.05,8@.10,R@.25 EN C/EXTREMO VIGA V-105 AL V-605 (0.25x0.525) (ESCALA : 1/25) (ELEVACION) 6 6 5 5 d3/8",1@0.05,10@0.10,2@0.15,R@0.20 EN C/EXTREMO 3d1" 1d1"+1d3/4" 5 5 5 3d3/4"+1d5/8" VIGA V-103 AL V-603 (0.25x0.525) 5 5 5 VIGA V-103 AL V-603 (0.25x0.525) 5 5 5 5 5 2d5/8" <> 45° 5 VIGA V-104 AL V-604 (0.20x0.50) 2d5/8" <> 45° 5 VIGA V-104 AL V-604 (0.20x0.50) CORTE 6 - 6 (ESCALA : 1/25) 5 5 5 5 5 5 S/C=1000kg/m2. S/C=100kg/m2. d COLUMNA C-6

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
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File Type	dwg
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Tags	autocad, DWG, erdbebensicher strukturen, Housing, multifamily, plan, plans, seismic structures, structures, strukturen