Lightened Losa DWG Detail for AutoCAD

Lightened Losa DWG Detail for AutoCAD

Family Foundations of a detached dwelling with lightened slab and structural details

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

cota see floor, var., false floor level, typical shoe, beam, foundation, compacted ground, brick wall k.k. solid, compacted ground, solid slab, column ds, brick wall k.k. solid, det. Mooring of walls, brick wall, column, descent descent, foundation, overhang, note: see detail of stirrup hooks in overlapping and junction box, building, seismic seal, column, dining room, room, c. daily, greenhouse, service yard, hall, foundations, natural terrain, brick wall k. k. solid, nnt, sub-foundation to firm terrain if necessary, – period of the structure, masonry, – maximum displacement, data of the structure, bearing wall, – relative displacement of mezzanine, spectral parameters, king-kong, technical specifications , columns, overburden, concrete, corrido foundation, beams and slabs, steel, corrugated steel – smooth, flat beams and slabs, coatings, brace columns, structural system, structure, maximum settlement, bearing capacity, soil type, soil, depth of rollover, columnchart, bxt, type – column, roof, see detail, idem, property :, dwelling, esc .: flat :, location :, project :, date :, revised :, lamina :, drawing cad :, vig . vb, cut m – m, leave dowells, plant – cross beams, additional if there is no column., steel temperature, steel, vig. vs, joist axis, see detail of solid slab, leave start for the staircase, lightened first level, lightened second level, lightened – roofs

Raw text data extracted from CAD file:

1.80 COTA VER PLANTA 0.10 0.30 0.30 0.10 VAR. 0.20 0.20 0.40 1.20 0.075 0.40 0.40 -6.982117567900901 (RECUBRIMIENTO) -6.982117567900901 -6.982117567900901 SOLADO CONCRETO 1:12 1Ø 5/8 @ 0.25 (MALLA) -6.982117567900901 -6.982117567900901 Ø 3/8 @ 0.20 (ESTRIBOS ADIC.) NIVEL FALSO PISO -6.982117567900901 -6.982117567900901 -6.982117567900901 -6.982117567900901 -6.982117567900901 -6.982117567900901 -6.982117567900901 ZAPATA TIPICO + 0.10 Viga de Cimentación 0.60 0.20 0.175 0.175 0.175 0.175 0.175 0.175 0.15 0.30 0.30 0.25 0.30 0.25 0.25 0.25 0.25 0.50 0.90 0.25 0.15 0.25 0.90 1.00 0.15 0.15 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.10 0.25 0.30 0.10 0.25 0.25 0.25 0.25 0.25 0.15 0.90 0.15 0.25 0.90 0.15 0.15 0.175 0.175 0.175 0.175 0.175 0.15 0.90 0.25 0.25 0.25 0.25 0.25 0.30 0.25 0.25 0.25 0.20 0.15 0.80 0.15 0.30 0.30 TRAMO 1º 32.12140008636244 32.12140008636244 Terreno Compactado C°C°: 100 Kg/cm² +30% P.G. ESC. 1/25 32.12140008636244 32.12140008636244 32.12140008636244 32.12140008636244 32.12140008636244 32.12140008636244 N.P.T. +0.30m. 32.12140008636244 Muro de ladrillo K.K. Sólido 32.12140008636244 32.12140008636244 d3/8"@0.25m. 32.12140008636244 32.12140008636244 32.12140008636244 32.12140008636244 32.12140008636244 32.12140008636244 6 5 4 3 2 1 d3/8"@0.25m. e=0.15m. d3/8"@0.25m. Terreno Compactado 32.12140008636244 32.12140008636244 d3/8"@0.25m. S/C=200 Kg/m² d3/8"@0.25m. 7 32.12140008636244 32.12140008636244 d3/8"@0.25m. d3/8"@0.25m. 31.85352472034914 31.85352472034914 31.85352472034914 Muro de ladrillo K.K. Sólido 31.85352472034914 31.85352472034914 31.85352472034914 31.85352472034914 31.85352472034914 S/C=200 Kg/m² TRAMO 3° - 6° ESC. 1/25 31.85352472034914 15 14 31.85352472034914 d3/8"@0.25m. 31.85352472034914 31.85352472034914 31.85352472034914 d3/8"@0.25m. 12 11 13 VE 31.85352472034914 31.85352472034914 31.85352472034914 10 9 e=0.15m. d3/8"@0.25m. 31.85352472034914 31.85352472034914 Losa maciza 39.20247447973851 39.20247447973851 39.20247447973851 39.20247447973851 39.20247447973851 39.20247447973851 39.20247447973851 39.20247447973851 Muro de ladrillo K.K. Sólido 39.20247447973851 TRAMO 4º 39.20247447973851 VE ESC. 1/25 39.20247447973851 d3/8"@0.25m. 39.20247447973851 20 39.20247447973851 e=0.15m. 39.20247447973851 16 39.20247447973851 18 17 d3/8"@0.25m. 19 39.20247447973851 39.20247447973851 22 d3/8"@0.25m. S/C=200 Kg/m² d3/8"@0.25m. 39.20247447973851 39.20247447973851 21 39.20247447973851 d3/8"@0.25m. 37.06988744827422 37.06988744827422 d3/8"@0.25m. Muro de ladrillo K.K. Sólido 37.06988744827422 37.06988744827422 37.06988744827422 d3/8"@0.25m. 37.06988744827422 37.06988744827422 Muro de ladrillo K.K. Sólido 37.06988744827422 TRAMO 2º - 4° ESC. 1/25 8 37.06988744827422 37.06988744827422 d3/8"@0.25m. d3/8"@0.25m. S/C=200 Kg/m² 37.06988744827422 37.06988744827422 4.714207473540724 4.714207473540724 ds de columna 2 Alambres # 8 @ 2 hiladas Muro de Ladrillo k.k. sólido DET. DE AMARRE DE MUROS ESCALA = 1/25 REFUERZO DE ALAMBRE PARA PVC d4" Muro de ladrillo Colocar alambre #8 cada 2 hiladas Enrollar Alambre N°16 ESCALA = 1/25 Tubo d4" Columna Colocar d1/4" @0.25 m Amarrar con alambre de d1/4" l=0.25 BAJADA DE DESAGUE Tubo d4" d1/2" d1/2" ESCALA = S/E \A1;3.15 \A1;2.30 \A1;2.15 \A1;4.15 \A1;4.10 \A1;3.00 \A1;3.00 \A1;3.00 \A1;1.95 \A1;2.00 \A1;4.09 \A1;4.06 \A1;4.91 Cimiento 1.20 0.60 0.15 0.40 Cimiento 1.20 Cimiento 1.20 0.30 0.60 0.15 0.40 0.35 1.698 0.25 0.25 \A1;1.80 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 0.25 0.15 0.50 0.15 0.70 0.20 0.20 0.20 0.90 0.15 0.25 0.50 0.60 0.60 \A1;0.30 0.80 0.50 1.00 0.40 0.15 Cimiento 1.20 0.30 Sobre- cimiento 0.15 0.15 0.23 0.17 0.23 0.17 0.23 0.17 0.40 0.23 0.17 Cimiento 0.80 Sobre- cimiento 0.23 0.17 0.50 0.15 0.30 \A1;2.00 \A1;1.32 \A1;1.15 \A1;2.45 \A1;1.85 \A1;4.57 0.50 0.15 0.50 0.15 0.35 0.15 0.25 0.50 0.65 0.15 0.35 \A1;3.15 \A1;2.30 \A1;2.15 \A1;4.15 \A1;4.10 \A1;3.00 \A1;3.00 \A1;3.00 \A1;1.95 0.10 0.20 0.20 0.25 0.15 0.15 0.50 0.50 0.50 0.15 0.15 0.15 L L L L 0.20 0.05 0.15 0.025 0.30 0.10 0.30 0.025 0.20 0.25 0.20 0.25 0.25 0.20 0.20 0.25 0.25 0.20 0.20 0.20 \A1;1.15 \A1;0.90 \A1;0.90 \A1;0.60 \A1;1.15 \A1;0.60 \A1;1.15 \A1;0.70 \A1;0.70 \A1;0.60 \A1;1.15 \A1;0.60 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;1.00 \A1;1.15 \A1;0.90 \A1;0.90 \A1;0.60 \A1;1.15 \A1;0.60 \A1;1.15 \A1;0.70 \A1;0.70 \A1;0.60 \A1;1.15 \A1;0.60 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;1.00 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.60 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.60 \A1;3.15 \A1;2.30 \A1;2.15 \A1;4.15 \A1;2.00 \A1;4.09 \A1;4.06 \A1;3.15 \A1;2.30 \A1;2.15 \A1;4.15 \A1;2.00 \A1;4.09 \A1;4.06 \A1;4.91 \A1;3.15 \A1;2.30 \A1;2.15 \A1;4.15 \A1;2.00 \A1;4.09 \A1;4.06 \A1;3.15 \A1;2.30 \A1;2.15 \A1;4.15 \A1;2.00 \A1;1.32 \A1;1.15 \A1;2.45 \A1;1.85 \A1;3.15 \A1;2.30 \A1;2.15 \A1;4.15 \A1;2.00 \A1;1.32 \A1;1.15 \A1;2.45 \A1;1.85 \A1;4.57 \A1;3.15 \A1;2.30 \A1;2.15 \A1;4.15 \A1;2.00 \A1;1.32 \A1;1.15 \A1;2.45 \A1;1.85 Nota: Ver detalle de ganchos de estribos en cuadro de traslapes y empalmes E S C A L E R A E - 01 5 Junta Sísmica e=1" 5 CA Edificación JUNTA SISMICA ESCALA = 1/25 COLUMNA COMEDOR SALA C. DIARIO INVERNADERO Patio de Servicio RECIBIDOR 6 d 1/2" 5 ESCALA = 1/25 COL. C - 1 d1/4":1@0.05m, 7@0.10m; Resto@0.25 m c/ext. 5 CIMENTACION ESCALA = 1/50 C-1 C-1 5 5 d1/4":1@0.05m, 7@0.10m; Resto@0.25 m c/ext. ESCALA = 1/25 COL. C - 2 2d1/2" 2d1/2" 2d1/2" C-2 C-2 C-2 C-2 C-2 5 5 d1/4":1@0.05m, 7@0.10m; Resto@0.25 m c/ext. ESCALA = 1/25 COL. C - 3 2d1/2" 2d1/2" 2d1/2" 2d1/2" C-3 COL. C - 4 ESCALA = 1/25 5 5 5 5 5 5 4d3/8" 2d5/8" 2d1/2" d1/4":1@0.05,7@0.10 Resto@0.25 m c/extremo C-4 C-4 C-4 C-4 5 5 d1/4":1@0.05m, 7@0.10m; Resto@0.25 m c/ext. ESCALA = 1/25 COL. C - 5 2d1/2" 2d1/2" 2d1/2" 2d1/2" C-5 COL. C - 6 ESCALA = 1/25 5 5 5 5 5 5 4d3/8" 2d1/2" 2d1/2" d1/4":1@0.05,7@0.10 Resto@0.25 m c/extremo C-6 C-6 5 4d1/2" 5 Tipo - 1 d3/8"@0.20m d3/8"@0.20m 4d1/2" 5 Tipo - 1 ESCALA = 1/25 PLACA P - 1 d1/4":1@0.05m, 5@0.10m; Resto@0.25 m c/ext. Tipo - 1 5 P-1 P-1 5 d1/2"@0.15m d1/2"@0.15m 5 5 5 d1/2"@0.15m d1/2"@0.15m 5 5 d1/2"@0.15m d1/2"@0.15m 5 5 d1/2"@0.15m d1/2"@0.15m 5 5 d1/2"@0.15m d1/2"@0.15m 5 5 d1/2"@0.15m d1/2"@0.15m Nivel cero (Suelo natural) C:H 1:10+ 30% P.G. Max. 8" Cimiento 5 Terreno Natural 5 Muro de Ladrillo k. k. Sólido 5 5 N.N.T. C:H 1:10+ 30% P.G. Max. 8" C:H 1:10+ 30% P.G. Max. 8" Cimiento <> Cimiento 5 5 5 N.N.T. 5 5 Cimiento 5 5 Sobre- cimiento Terreno Compactado N.P.T.+(VER PLANTA) 5 5 d1/4" ó 3/8" @0.25m adicionales d1/4" ó 3/8" @0.25m adicionales 5 5 5 5 5 5 5 Terreno Compactado Terreno Compactado 5 5 Sub-Cimiento hasta terreno firme si fuera necesario Terreno Natural 5 5 Sub-Cimiento hasta terreno firme si fuera necesario Terreno Natural Terreno Natural 5 CIMIENTO CC - 1 ESCALA = 1/25 CIMIENTO CC - 1 ESCALA = 1/25 CIMIENTO CC - 2 ESCALA = 1/25 CIMIENTO CC - 2 ESCALA = 1/25 5 <> (Fondo de columna) (Fondo de columna) 5 Muro de Ladrillo k. k. Sólido 5 Terreno Natural 5 5 N.N.T. CIMIENTO CC - 4 ESCALA = 1/25 N.P.T.+(VER PLANTA) N.P.T.+(VER PLANTA) N.P.T.+(VER PLANTA) Viga de Cimentación Viga de Viga de Viga de Cimentación Cimentación Cimiento 0.80 Sobre- cimiento d1/4" ó 3/8" @0.25m adicionales Terreno Compactado 5 5 0.50 CIMIENTO CC - 3 ESCALA = 1/25 N.P.T.+(VER PLANTA) CC-1 CC-1 CC-1 CC-2 CC-2 CC-2 CC-2 CC-2 CC-3 CC-3 CC-3 CC-3 CC-2 CC-2 CC-2 CC-2 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 Nace escalera E-01 5 2d3/8" 5 VIG. VC-1 ESCALA = 1/25 2d3/8" d 1/4" : 1@0.05, 3@0.10, resto @ 0.25 c/ext. VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 5 5 5 5 5 5 5 5 5 A B C D E F G H I J 5 5 5 5 5 5 5 5 5 A B C D E F G H I J 5 5 5 5 5 5 1 2 3 4 5 6 7 8 5 5 5 5 1 2 5' 7 8 2d1/2" MIXTO ( ALBAÑILERAIA CON MUROS DE CORTE ) TO = 0.2126 seg Dy = 0.00365m. Tp = 0.6 seg. ( Suelo intermedio ) S = 1.2 ( Suelo intermedio ) T 1.25 - Periodo de la Estructura ALBAÑILERIA - Máximo Desplazamiento DATOS DE LA ESTRUCTURA Rx = 7.5 Ry = 6 Z = 0.4 f´m=35Kg/cm2 MURO PORTANTE - Desplazamiento Relativo de Entrepiso PARAMETROS DEL ESPECTRO Dx = 0.00482m Drx = 0.0033 < 0.005 ok U = 1.0 ( CATEGORIA C ) C = 2.5 x ( Tp ) Tx = 0.3286 seg Ty = 0.1102 seg Dry = 0.0048 < 0.007 ok KING - KONG ESPECIFICACIONES TECNICAS COLUMNAS SOBRECIMIENTO CONCRETO CIMIENTO CORRIDO VIGAS Y LOSAS ACERO ACERO CORRUGADO - LISO VIGAS CHATAS Y LOSAS COLUMNAS E>0.15M RECUBRIMIENTOS COLUMNETAS DE ARRIOSTRE COLUMNETAS Y COLUMNAS E<=0.15M SISTEMA ESTRUCTURAL ESTRUCTURA ASENTAMIENTO MAXIMO CAPACIDAD PORTANTE TIPO DE SUELO SUELO PROFUNDIDAD DE DESPLANTE f´c=210 Kg/cm² f´c=175 Kg/cm² f´c=210 Kg/cm² fy=4200 Kg/cm² 3.5 cm. 2.5 cm. 2.5 cm. f´c=140 Kg/cm² + 25% P.G. Máx. 4" f´c=100 Kg/cm² + 30% P.G. Máx. 8" t = 1.50 Kg/cm2 hf= 1.20m =ARENA - GRAVOSO 1" C U A D R O D E C O L U M N A S C - 5 b x t b x t d b x t d TIPO - COLUMNA PISO 1 PISO 2 C - 4 C - 3 C - 2 C - 1 C - 6 d AZOTEA Nota: Se colocará 2 mechas de alambre N°8 entre la columna y los muros cada 2 hiladas CA CA Ver detalle .25 x .25 Idem 6 d 1/2" Ver detalle .15 x .50 Idem 6 d 1/2" Ver detalle .15 x .70 8 d 1/2" Ver detalle 4 d 1/2" 4 d 3/8" 2 d 5/8" Ver detalle .20 x .50 2 d 1/2" 2 d 3/8" 2 d 5/8" Ver detalle .20 x .90 8 d 1/2" Ver detalle Ver detalle .20 x .90 Idem 4 d 1/2" 4 d 3/8" Ver detalle .15 x .25 4 d 3/8" b x t d b x t d PISO 3 b x t d Idem Idem Idem Idem Idem C-2 PROPIEDAD: CIMENTACION VIVIENDA ESC.: PLANO: UBICACION: PROYECTO: 1/75 FECHA: REVISADO: LAMINA: E-01 DIBUJO CAD: Nace escalera E-01 5 5 ESC. 1/25 VIG. VB \U+2205 1/4":1@0.20 d3/8"@0.25m LOSA MACIZA e=0.20 m ( ) ESCALA = 1/25 d3/8"@0.25m 5 m m 2d3/8" 2d3/8" ESCALA = 1/25 CORTE M - M (Véase detalle de co- locación de aceros) d1/4":1@0.05,5@0.10 Resto@0.25 m 5 5 Vaciar T - 1 después de desencofrar el techo Dejar Dowells 5 0.50 5 Dejar Dowells 5 5 5 5 TENSOR T - 1 L ESCALA = 1/25 PLANTA - CRUCE DE VIGAS L L 0.25 0.35 0.30 d 3/8" 5/8" 1/2" L L Adicionales si no hay Columna. 0.20 0.05 0.15 Acero de temperatura 0.025 d1/4"@0.25 m. DET. LOSA ALIGERADA H=0.20 m 0.30 Acero 0.10 0.30 ESCALA = 1/10 0.025 d1/4":1@0.05,5@0.10 Resto@0.25 m c/extremo 5 5 4d1/2" 5 5 ESCALA = 1/25 d1/4":1@0.05,Resto@0.10 m c/extremo 2d1/2" 2d1/2" VIG. V - 2 5 ESCALA = 1/25 d1/4":1@0.05, 7@0.10 Resto@0.25 m c/extremo 3d1/2" 3d1/2" VIG. V - 3 ESCALA = 1/25 VIG. V - 1 5 VS 5 5 2d1/2" 2d1/2" d1/4":1@0.05,5@0.10 Resto@0.25 m c/extremo ESCALA = 1/25 VIG. VS VS VS V - 1 V - 1 V - 1 V - 1 V - 2 V - 4 V - 2 5 ESCALA = 1/25 d1/4":1@0.05, 7@0.10 Resto@0.25 m c/extremo 3d5/8" 3d5/8" VIG. V - 4 5 V - 4 V - 4 V - 4 V - 4 V - 3 V - 3 V - 3 V - 4 V - 4 V - 4 V - 4 d1/4":1@0.05,6@0.10 Resto@0.25 m c/extremo VIG. V - 5 5 5 4d3/8" ESCALA = 1/25 V - 5 V - 5 V - 1 V - 1 V - 1 V - 5 V - 5 V - 5 V - 5 V - 1 VE eje de vigueta eje de vigueta eje de vigueta eje de vigueta eje de vigueta eje de vigueta eje de vigueta eje de vigueta eje de vigueta eje de vigueta eje de vigueta eje de vigueta eje de vigueta 5 1d1/2" 5 1d1/2" 1d3/8" 1d1/2" 5 5 1d1/2" 5 5 1d1/2" 1d1/2" 5 1d1/2" 5 1d3/8" 5 5 1d1/2" 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 1d1/2" 1d3/8" 1d1/2" 5 5 1d1/2" 1d3/8" 1d1/2" 5 5 1d1/2" 1d3/8" 1d1/2" 5 1 9 Viguetas 1 9 Viguetas 2 8 Viguetas 4 7 Viguetas 3 8 Viguetas 4 7 Viguetas Nace escalera E-01 Llega escalera E-01 Ver detalle de losa maciza 5 1d3/8" Dejar arranque para la escalera VS VS VS V - 1 V - 1 V - 1 V - 1 V - 4 V - 4 V - 4 V - 4 V - 4 V - 3 V - 3 V - 3 V - 4 V - 4 V - 4 V - 4 V - 5 V - 5 V - 1 V - 1 V - 1 V - 5 V - 5 V - 5 V - 5 V - 3 VE eje de vigueta eje de vigueta eje de vigueta eje de vigueta eje de vigueta eje de vigueta eje de vigueta eje de vigueta eje de vigueta eje de vigueta eje de vigueta eje de vigueta eje de vigueta 5 1d1/2" 5 1d1/2" 1d3/8" 1d1/2" 5 5 1d1/2" 5 5 1d1/2" 1d1/2" 5 1d1/2" 5 1d3/8" 5 5 1d1/2" 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 1d1/2" 1d3/8" 1d1/2" 5 5 1d1/2" 1d3/8" 1d1/2" 5 5 1d1/2" 1d3/8" 1d1/2" 5 1 9 Viguetas 1 9 Viguetas 2 8 Viguetas 4 7 Viguetas 3 8 Viguetas 4 7 Viguetas Nace escalera E-01 Llega escalera E-01 5 1d3/8" Dejar arranque para la escalera VS VS VS V - 1 V - 1 V - 1 V - 1 V - 2 V - 3 V - 1 VE eje de vigueta eje de vigueta eje de vigueta eje de vigueta 5 1d1/2" 1d3/8" 1d1/2" 5 5 1d3/8" 5 1d1/2" 5 1d1/2" 1d3/8" 1d1/2" 5 4 7 Viguetas 3 8 Viguetas 4 7 Viguetas V - 4 V - 4 V - 4 1d3/8" 5 1d3/8" 5 1d1/2" 1d3/8" 5 5 5 5 A B C D E 5 5 5 5 A B C D E 5 5 5 5 5 1 2 3 4 5 6 7 5 5 5 1 2 5' 7 5 5 5 5 A B C D E 5 5 5 5 A B C D E 5 5 5 5 5 5 1 2 3 4 5 6 7 8 5 5 5 5 1 2 5' 7 8 5 5 5 5 A B C D E 5 5 5 5 A B C D E 5 5 5 5 5 1 2 3 4 5 6 7 5 5 5 1 2 5' 7 ALIGERADO PRIMER NIVEL ALIGERADO SEGUNDO NIVEL LOSA ALIGERADA DEL TECHO H=0.20m 1d1/2" V - 4 V - 3 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 V - 4 PROPIEDAD: ALIGERADOS - TECHOS VIVIENDA ESC.: PLANO: UBICACION: PROYECTO: 1/75 FECHA: REVISADO: LAMINA: E-02 DIBUJO CAD: T-1 T-1 T-1 T-1

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, barn, cover, dach, detached, DETAIL, details, dwelling, DWG, Family, foundations, hangar, lagerschuppen, lightened, lightened slab, losa, roof, shed, single, slab, structural, structure, terrasse, toit