Details Of Foundation DWG Detail for AutoCAD

Details Of Foundation DWG Detail for AutoCAD

Details FOUNDATION

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

Technical specifications, for structure design, coatings, concrete stairs, concrete walls, concrete false floor, concrete beams, flooring for footings, concrete columns, concrete surgeries, concrete foundations, concrete shoes, steel, light concrete, floor, carrying capacity, beams, stairs, cm., f’c, fy, cm., c: h p.g., c: h p.m., c: h, columns, slabs, shoes, walls, f’c, stairway detail, fºde, sidewalk, fºde, first section of the level, fºde, fºde, second of, third tranche of, fºde, fºde, fºde, fºde, fºde, fºde, fourth installment of, fºde, fifth installment of, sixth section of, fºde, first section typical of the level, fºde, fºde, fºde, fºde, second typical section of the level, fºde, third section typical of the level, fºde, fºde, fourth section typical of the level, fºde, level, kind, column table, steel, spreading, rto., rto., rto., shoe detail, see distribution of stirrups column box, npt, nfp, ntn, additional, section, filling with compacted material. layered, flooring, section, section, foundation details, section, section, concrete cement of p.m. max., concrete cement of p..g., king kong clay brick, sand cement mortar, masonry, stairs, floor, flat, banked, coatings, overloads, terrain verify on site, development:, foundation, foundation run concrete cyclopean, Technical specifications, concrete concrete, steel in general fy, note, measured with respect to the level of natural terrain affirmed., The mimima depth dig will be of m., thickness reinforced with bars, m. demoulding after days., the wooden formwork of, development:, foundation of, stairs

Raw text data extracted from CAD file:

P-1 \A1;2.60 \A1;1.13 \A1;4.78 \A1;4.78 \A1;5.30 \A1;3.50 \A1;2.90 \A1;3.53 \A1;4.78 \A1;1.13 \A1;2.60 \A1;4.78 \A1;5.30 \A1;3.50 \A1;2.90 \A1;3.53 \A1;0.18 \A1;0.25 \A1;0.25 \A1;0.18 \A1;0.60 \A1;2.09 \A1;0.18 \A1;0.80 \A1;0.25 \A1;1.10 \A1;2.20 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.80 \A1;0.18 \A1;0.60 \A1;0.25 \A1;1.10 \A1;1.10 \A1;2.20 \A1;0.18 \A1;0.18 \A1;1.00 \A1;0.18 \A1;0.18 \A1;0.18 \A1;2.20 \A1;0.18 \A1;0.18 \A1;2.20 \A1;0.30 \A1;2.20 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.05 \A1;0.13 \A1;0.25 \A1;0.90 \A1;0.80 \A1;0.50 \A1;0.18 \A1;0.10 \A1;0.12 \A1;1.00 \A1;1.17 \A1;0.45 \A1;0.35 \A1;0.27 \A1;1.05 \A1;1.00 \A1;0.27 \A1;1.21 \A1;2.18 \A1;1.05 \A1;1.10 \A1;0.30 \A1;0.15 \A1;1.10 \A1;1.10 \A1;1.20 \A1;1.20 \A1;1.10 \A1;1.10 \A1;0.15 \A1;0.31 \A1;0.51 \A1;0.92 \A1;0.10 \A1;.30 \A1;.25 \A1;.50 \A1;.25 \A1;.25 \A1;A \A1;1.00 \A1;1.60 \A1;A \A1;2.00 \A1;1.80 \A1;1.80 \A1;1.80 \A1;A \A1;A \A1;1.60 \A1;A \A1;2.00 \A1;1.60 \A1;1.40 \A1;.45 \A1;.10 \A1;.30 \A1;.10 \A1;.05 \A1;A \A1;.30 \A1;.30 \A1;.50 \A1;.10 \A1;.05 \A1;.495 \A1;.40 \A1;.40 \A1;.40 \A1;.80 \A1;.80 \A1;.80 \A1;.05 \A1;.10 \A1;.20 \A1;.15 \A1;.15 \A1;.05 \A1;.10 \A1;.20 \A1;.15 \A1;.05 \A1;.10 \A1;.20 \A1;.40 \A1;.80 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F A B C D E F 1 2 3 4 1 2 3 4 V-1 ESPECIFICACIONES TÉCNICAS PARA DISEÑO DE ESTRUCTURAS RECUBRIMIENTOS CONCRETO ESCALERAS CONCRETO MUROS CONCRETO FALSO PISO CONCRETO VIGAS SOLADO PARA ZAPATAS CONCRETO COLUMNAS CONCRETO SOBRECIMIENTOS CONCRETO CIMIENTOS CONCRETO ZAPATAS ACERO CONCRETO ALIGERADO SUELO CAPACIDAD PORTANTE VIGAS ESCALERAS 4.00 cm. 2.50 cm. f'c = 210 kg/cm2 f'c = 210 kg/cm2 f'c = 210 kg/cm2 f'c = 175 kg/cm2 f'c = 210 kg/cm2 f'c = 100 kg/cm2 f'y = 4200 kg/cm2 2.50 cm. 3.00 cm. 7.50 cm. 2.50 cm. C:H 1:10 + 30% P.G. (máx 6") C:H 1:8 + 25% P.M. (máx 3") C:H 1:10 COLUMNAS LOSAS ZAPATAS MUROS f'c = 210 kg/cm2 1.303 Kg/Cm 2 (Escala : 1/25) DETALLE DE ESCALERA 5 5 Fºde d1/2" @ .20 Fºde d1/2" @ .25 5 5 5 5 VEREDA NPT+0.00 5 5 NPT+0.18 5 5 Fºde d1/2" @ .25 5 PRIMER TRAMO DEL 1° NIVEL Fºde d1/2" @ .20 5 5 5 5 5 5 5 Fºde d1/2" @ .25 Fºde d1/2" @ .20 Fºde d1/2" @ .25 Fºde d1/2" @ .20 SEGUNDO DEL 1°NIVEL TERCER TRAMO DEL 1°NIVEL Fºde d1/2" @ .25 Fºde d1/2" @ .20 e=0.10 Fºde d1/2" @ .20 5 5 Fºde d1/2" @ .25 e =0.10 5 5 5 5 <> 5 5 5 Fºde d1/2" @ .25 5 5 Fºde d1/2" @ .20 e=0.10 Fºde d1/2" @ .20 Fºde d1/2" @ .25 CUARTO TRAMO DEL 1°NIVEL Fºde d1/2" @ .20 Fºde d1/2" @ .25 Fºde d1/2" @ .20 Fºde d1/2" @ .25 5 5 5 5 QUINTO TRAMO DEL 1°NIVEL SEXTO TRAMO DEL 1°NIVEL Fºde d1/2" @ .20 Fºde d1/2" @ .25 Fºde d1/2" @ .20 Fºde d1/2" @ .25 5 5 5 5 5 PRIMER TRAMO TIPICO DEL 2°, 3° NIVEL 5 5 Fºde d1/2" @ .25 Fºde d1/2" @ .20 VP-101(25x50) e=0.10 Fºde d1/2" @ .20 5 5 5 Fºde d1/2" @ .25 5 5 5 5 5 Fºde d1/2" @ .25 Fºde d1/2" @ .20 Fºde d1/2" @ .25 Fºde d1/2" @ .20 SEGUNDO TRAMO TIPICO DEL 1°,2° NIVEL Fºde d1/2" @ .25 Fºde d1/2" @ .20 5 5 TERCER TRAMO TIPICO DEL 2°,3° NIVEL Fºde d1/2" @ .20 Fºde d1/2" @ .25 0.10 5 5 5 5 5 5 5 5 5 5 5 5 Fºde d1/2" @ .25 Fºde d1/2" @ .20 Fºde d1/2" @ .25 Fºde d1/2" @ .20 CUARTO TRAMO TIPICO DEL 1°, 2° NIVEL 5 1 2 3 4 5 5 6 6 7 8 9 10 11 12 12 13 13 14 15 16 17 18 18 19 5 5 Fºde d1/2" @ .25 5 5 5 5 4 d 3/8"+ 2 d 1/2" NIVEL 2 ° 1° TIPO C-1 3° 2 d 5/8" CUADRO DE COLUMNAS (Escala : 1/20) ACERO ESTRIBAJE B x T 6 d 5/8" 0.25x0.30 2 d 5/8" d 3/8":1@.05, 3@.10, 4@.15 Rto. @.20 a/s. d1/2" 0.30x0.15 d 1/4":1@.05, 3@.10, 4@.15 Rto. @.20 a/s. C-2 2 d 1/2" 2 d 1/2" 6 d 1/2" 5 5 5 d1/2" 0.30x0.15 d 1/4":1@.05, 3@.10, 4@.15 Rto. @.20 a/s. C-3 2 d 1/2" 2 d 1/2" 4 d 1/2" 5 5 \A1;.15 2 d 1/2" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 3 3 3 3 4 4 4 4 2 2 2 2 2 2 2 2 3 3 3 3 1 1 1 1 2 2 Z-4 C-2 6 d1/2"@.20 9 d3/8"@.20 h=0.45m A 5 5 Z-1 C-1 11 d1/2"@.20 10 d1/2"@.20 h=0.45m A 5 5 Z-3 C-1 10 d1/2"@.20 10 d1/2"@.20 h=0.45m 5 5 A A A A A A 5 Z-2 C-1 11 d1/2"@.20 10 d1/2"@.20 h=0.45m A 5 5 A A 5 10 d1/2"@.20 10 d1/2"@.20 C-1 h=0.45m Z-5 DETALLE DE ZAPATAS (Escala : 1/50) Z-1 Z-2 Z-2 Z-3 Z-5 Z-5 Z-5 Z-5 Z-4 Z-4 Z-4 Z-4 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 5 ND : -1.50 5 5 Ver distribución de Estribos cuadro de Columnas 5 5 NPT : +0.645 NFP : +0.595 NTN : ±0.495 Adicionales d3/8"@.20 A SECCION A-A (Escala : 1/25) 5 5 Relleno con material propio, compactado. En capas e=.30cm. 17 d1/2" @ .121 a/s SOLADO (e = 4") 5 5 (Escala : 1/25) 5 5 5 5 5 SECCIÓN 2-2 5 SECCIÓN 1-1 5 5 DETALLES DE CIMENTACIÓN SECCIÓN 3-3 \A1;.1.20 \A1;1.75 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCIÓN 1-1 5 Cemento hormigón 1:8+25% de P.M. máx. 3" Cemento hormigón 1:10+30% de P.G. máx.8" Ladrillo King Kong de arcilla Morteo cemento : Arena 1:5 ALBAÑILERIA ESCALERA 300kg/m2 1ro. y 2do. PISO 200kg./m2. -Zapatas 7.50cm. -Losas 2.00cm. -Aligerados 2.00cm -Vigas chatas 2.5cm. -Vigas peraltadas 3.00cm. -Columnas 3.00cm. RECUBRIMIENTOS SOBRECARGAS : TERRENO 2.5 kg./cm2 ( Verificar en obra ) SOBRECIMIENTO: CIMIENTO : CIMENTACION CORRIDA CONCRETO CICLOPEO ESPECIFICACIONES TECNICAS CONCRETO CONCRETO ARMADO fc=210kg/cm2 ACERO EN GENERAL Fy =4,200kg/cm2 NOTA medido respecto al Nivel de Terreno Natural afirmado. - La profundidad mimima a excavar sera de 1.20 m. Espesor y reforzada Con barrotes de 2"x3" @1.5 m. Desencofrado despues de 3 dias. El Encofrado de Madera C/Cepillado de 1" de - SOBRECIMIENTO: 3 3 3 3 Cimiento de Escalera

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Moulding, Steel, Wood
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, DETAIL, details, DWG, FOUNDATION, foundations, fundament