Details Of Foundations DWG Detail for AutoCAD

Details foundations

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

design:, ing. marwin castilllo sánchez., foundation axle plant, cyclopean, ing. marwin castilllo sánchez., date:, scale:, contains:, for construction projects center collection of solid waste, international production clean sena nariño, design:, digit:, ing. alvaro rodriguez alava, flat:, from:, architectural plant, facades, foundation axes plant esc, cyclopean, beam, detach from beams esc, despise of columnetas esc, despice of esc columns, overlap, overlap, beams axes level level, beam, columneta esc section, column column section, shoe reinforcement both ways, covering, flooring, concrete cyclopean, covered waters scenic, section joist esc, cyclopean, contains:, cutting plant of, date:, scale:, flat:, from:, indicated, beams detail of covers, shoe detail, shoe reinforcement both ways, cyclopean, beam

Raw text data extracted from CAD file:

1 \A1;4.00m \A1;4.00m \A1;4.00m \A1;3.00m \A1;3.00m \A1;2.00m \A1;1.80m \A1;4.20m DISEÑO: ING. MARWIN CASTILLLO SÁNCHEZ. S E N A \A1;0.80m \A1;0.80m \A1;0.30m \A1;0.22m \A1;0.085m \A1;0.22m \A1;0.30m \A1;0.30m \A1;0.30m \A1;0.15m \A1;0.20m \A1;0.10m \A1;0.22m \A1;0.22m \A1;0.085m \A1;0.15m \A1;2.30m \A1;0.20m \A1;0.20m \A1;0.30m \A1;3.55m \A1;2.30m \A1;0.30m \A1;0.45m \A1;0.30m \A1;0.30m \A1;0.10m \A1;3.75m \A1;0.80m \A1;4.00m \A1;4.00m \A1;4.00m \A1;3.00m \A1;3.00m \A1;6.30m \A1;12.25m PLANTA DE EJES DE CIMIENTOS \A1;0.50m 17 #3 @ 0.075m 4 #3 @ 0.15m 20 #3 @ 0.075m 20 #3 @ 0.075m 15 #3 @ 0.075m 5 #3 @ 0.15m \A1;10 #3 @ 0.075m \A1;14 #3 @ 0.15m \A1;10 #3 @ 0.075m \A1;10 #3 @ 0.075m \A1;14 #3 @ 0.15m \A1;10 #3 @ 0.075m \A1;10 #3 @ 0.075m \A1;14 #3 @ 0.15m \A1;10 #3 @ 0.075m \A1;10 #3 @ 0.075m \A1;8 #3 @ 0.15m \A1;10 #3 @ 0.075m \A1;10 #3 @ 0.075m \A1;10 #3 @ 0.075m \A1;8 #3 @ 0.15m \A1;0.55m 0.25m \A1;0.075m \A1;RECUBRIMIENTO 0.07m \A1;SOLADO 0.10m 0.25m 0.25m \A1;CONCRETO CICLOPEO 0.30m 6,00m 13,30m 7,30m 3,65m \A1;0.15m \A1;0.20m \A1;0.50m \A1;0.30m ING. MARWIN CASTILLLO SÁNCHEZ. FECHA: ESCALA: CONTIENE: \W0.27391; \W1;FORMACIÓN POR PROYECTOS CONSTRUCCIÓN CENTRO \W9.6848; \W1;DE ACOPIO DE RESIDUOS SÓLIDOS \W1.8241; \W1;CENTRO INTERNACIONAL DE PRODUCCION LIMPIA \W9.715; \W1;LOPE SENA NARIÑO DISEÑO: DIGITO: ING. ALVARO RODRIGUEZ ALAVA. PLANO: DE: PLANTA ARQUITECTONICA Y FACHADAS 1: 50 30/06/09 \A1;0.17m \A1;0.17m \A1;0.17m \A1;0.17m \A1;0.71m \A1;0.80m \A1;0.17m \A1;0.17m \A1;0.17m \A1;0.17m \A1;0.71m \A1;0.80m \A1;0.045m \A1;0.045m \A1;0.045m \A1;0.045m \A1;2.65m \A1;0.70m \A1;6.30m 3,65m 3,65m \A1;3.05m PLANTA DE EJES DE CIMIENTOS ESC 1:50 1 2 3 4 C B A 5 5 5 5 5 5 5 5 CICLOPEO 0.50 x 0.30 VIGA 0.15 x 0.20 5 5 5 5 5 5 5 5 5 5 5 0.10m 5 5 5 0.15m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4.00m 4.00m 5 5 5 5 DESPICE DE VIGAS ESC 1:50 DESPICE DE COLUMNETAS ESC 1:25 DESPICE DE COLUMNAS ESC 1:25 \W2.00906; 2N5 L = 6.00m \W2.00906; 2N5 L = 6.00m \W2.00906; 2N5 L = 6.00m \W2.00906; 2N5 L = 2.00m \W2.00906; 2N5 L = 6.00m \W2.50906; 2N5 L =2.00m \W0.51229; TRASLAPO L = 0.65m \W0.51229; TRASLAPO L = 0.65m \W0.51229; TRASLAPO L = 0.65m \W0.51229; TRASLAPO L = 0.65m \W2.00906; 2N5 L = 6.00m \W2.00906; 2N5 L = 1.35m \W2.00906; 2N5 L = 6.00m \W2.00906; 2N5 L = 1.35m \W0.51229; TRASLAPO L = 0.65m \W5.14204; VIGAS EJES A Y C \W8.00544; NIVEL 0 + 00 m \W6.50544; NIVEL 0 + 2.60 m \W5.65622; VIGAS EJES 1 Y 4 \W8.00544; NIVEL 0 + 00 m \W6.50544; NIVEL 0 + 2.60 m \W5.27257; 4N5 \W7.846; \W1;SECCIÓN VIGA \W6.6466; \W1;ESC 1:10 \A1;\W9.1733; \W1;Ø \S3/8;\H1.4286x; \W6.4808; \W1;L = 1.05m SECCIÓN COLUMNETA ESC 1:10 SECCIÓN COLUMNA ESC 1:10 \A1;\W9.1733; \W1;Ø \S3/8;\H1.4286x; \W6.4808; \W1;L = 1.05m \A1;\W9.4086; \W1;Ø\S1/4;\H1.4286x; \W6.4808; \W1;L = 0.65m 5 17 #3 @ 0.075m 4 #3 @ 0.15m 20 #3 @ 0.075m 15 #3 @ 0.075m 5 #3 @ 0.15m 20 #3 @ 0.075m 10 #3 @ 0.075m 14 #3 @ 0.15m 10 #3 @ 0.075m 0.25m 0.25m 0.25m 0.25m 10 #3 @ 0.075m 14 #3 @ 0.15m 10 #3 @ 0.075m 10 #3 @ 0.075m 14 #3 @ 0.15m 10 #3 @ 0.075m 10 #3 @ 0.075m 8 #3 @ 0.15m 10 #3 @ 0.075m 10 #3 @ 0.075m 8 #3 @ 0.15m 10 #3 @ 0.075m A B C 0.25m 0.25m 0.25m 0.25m 1 2 3 4 \W5.27708; 4N3 5 \W1.03901; 2 N5 L= 4.04m \W1.03901; 2 N5 L= 4.04m 0.25m 0.25m 0.30m 0.30m \W1.03901; 2 N3 L= 3.78m \W1.03901; 2 N3 L= 3.78m 0.10m 0.10m 0.25m 0.25m 0.075m \W1.25506; REFUERZO ZAPATA \W1.25506; 5N4 @ O.17m \W1.25506; AMBOS SENTIDOS 0.25m RECUBRIMIENTO 0.07m SOLADO 0.10m CONCRETO CICLOPEO 0.30m 5 5 CUBIERTA 4 AGUAS P=27% ESC 1:100 5 5 SECCIÓN VIGUETA ESC 1:10 5 5 \W5.27708; 4N3 C0NCRETO CICLOPEO 5 5 CONTIENE: PLANTA DE CIMIENTOS, DESPIECE DE FECHA: ESCALA: PLANO: DE: INDICADA 30/06/09 VIGAS Y COLUMNAS, DETALLE DE CUBIERTAS 5 5 5 5 5 5 DETALLE ZAPATA ESC 1:25 5 5 5 5 5 5 \W1.25506; REFUERZO ZAPATA \W1.25506; 5N4 @ O.17m \W1.25506; AMBOS SENTIDOS 0.045m 0.045m 0.045m 0.045m 5 CICLOPEO 0.50 x 0.30 VIGA 0.15 x 0.20 5 5 \A1;\W9.4086; \W1;Ø\S1/4;\H1.4286x; \W6.4808; \W1;L = 0.65m \W7.5607; \W1;@ 0.20 5 5 5

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