Plano Foundation DWG Detail for AutoCAD

Plano Foundation DWG Detail for AutoCAD

Detailed foundation plane as the correct standard for resistance loads; with them you notice type for foundations.

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

stirrups, every row faith, albanilerias will carry ladders, albanileria: fiscal brick made grade second, reinforcing steel h., ref. radier, wall type, radier, wall type, plant foundations, scale, wall type, wall type, wall type, wall type, radier, wall type, ref. radier, ref. radier, radier, radier, radier, wall type, wall type, plant foundations, thickness will be variable find suitable ground to found, improvement of soil under foundations will be, with a minimum of cm., according to nch of, concrete with a level of trust, with the material extracted from the, mechanically compacted in layers until obtained, the compacted fill will execute, wood: pine grade insigne, measured in levels of m. sic., a mixture of cement sacks, the dimensions prevail over the drawing., per cubic meter of material., of a relative density not less than, nch of, with a second level, foundation with a level, according to nch of, you have a level of, de segun nch of, the folds of the armors will be of, the stirrups both horizontally and, to be closed with hooks, times the diameter of the stirrup iron in the, of elements would be considered suitable for founding, the foundation seal must be approved by the, the foundation seal should be level, if a relative density greater than equal, concrete, coatings armatures: foundations cm, concrete cleo., computational engineer, pillar beams cm, slabs cm, wall type, wall type, radier, radier, ref. radier, wall type, radier, wall type, wall type, General notes, stirrups, every row faith, albanilerias will carry ladders, albanileria: fiscal brick made grade second, reinforcing steel h.

Raw text data extracted from CAD file:

\A1;487 \A1;502 \A1;197 \A1;120 \A1;75 \A1;75 \A1;332 \A1;565 \A1;75 \A1;75 \A1;75 \A1;205 \A1;75 \A1;75 \A1;108 \A1;75 \A1;75 \A1;75 \A1;166 \A1;298 \A1;75 \A1;75 \A1;75 \A1;75 \A1;30 \A1;125 \A1;120 \A1;128 \A1;195 \A1;60 \A1;125 \A1;125 \A1;75 \A1;300 \A1;60 \A1;106 \A1;60 \A1;60 \A1;125 \A1;60 \A1;60 \A1;60 \A1;60 \A1;1091 \A1;123 \A1;159 \A1;60.0 \A1;60 \A1;125 \A1;60 \A1;60 \A1;100 \A1;60 \A1;60 \A1;125 \A1;125 \A1;125 \A1;125 \A1;125 \A1;120 \A1;179.5 estribos d 6 a 20 cada 4 hiladas ,escalerillas 2 Fe d 8 NCh.69 ,las albanilerias llevaran escalerillas 9.- Albanileria: ladrillo fiscal hecho a mano, grado 4 segun 6.- Acero de refuerzo A 44-28 H. REF. RADIER -1240.476991979695 MURO TIPO 1 RADIER e=10cm. -1240.476991979695 -1240.476991979695 -1240.476991979695 VF 20/40 -1240.476991979695 5 5 5 -1.05 -1240.476991979695 MURO TIPO 1 -1240.476991979695 -1240.476991979695 PLANTA FUNDACIONES -1240.476991979695 ESCALA 1:50 109.3671243141835 H MURO TIPO 2 VF 20/40 -1.05 -1240.476991979695 3 -1240.476991979695 3 1 -1240.476991979695 -1240.476991979695 -1240.476991979695 1 2 390 VF 20/40 -1240.476991979695 VF 20/40 +1.62 2 MURO TIPO 2 2 -1.05 MURO TIPO 2 -1240.476991979695 2 -1.05 390 -1240.476991979695 \A1;140 G F E 110 D C1 1089.5 80 C 140 -3.25 -1240.476991979695 1 180 B 230 A -3.25 -1240.476991979695 MURO TIPO 1 MURO TIPO 1 -3.25 VF 20/40 -1.0 -3.25 4 4 6 -0.35 6 -1.05 RADIER e=10cm. -0.03 -1240.476991979695 -1.05 MURO TIPO 1 1 -1.05 1 -3.25 -1240.476991979695 -1240.476991979695 REF. RADIER -1240.476991979695 9 -3.25 9 -2.55 REF. RADIER REF. RADIER -3.25 -2.55 RADIER e=10cm. 8 8 -3.25 -1240.476991979695 -1240.476991979695 9 9 1 2 252.5 -1.05 -1.05 -1.05 -1240.476991979695 -1240.476991979695 VF 20/40 -1240.476991979695 -1240.476991979695 -1240.476991979695 -1240.476991979695 VF 20/40 -1240.476991979695 -1240.476991979695 -1240.476991979695 1180 -1240.476991979695 460 -1240.476991979695 3 4 330 VF 20/40 RADIER e=10cm. VF 20/40 -1240.476991979695 +1.62 -1.05 VF 20/40 RADIER e=10cm. 2 -0.35 2 5 MURO TIPO 2 -1240.476991979695 +1.62 -1.05 2 MURO TIPO 2 5 2 2 -1240.476991979695 -1240.476991979695 -1240.476991979695 11 11 19.35148908434167 2 2 -1240.476991979695 I - PLANTA FUNDACIONES -El espesor sera variable ,hasta encontrar suelo apto para fundar 8.- El mejoramiento de suelo bajo las fundaciones sera de con un minimo de 20 cm. segun Nch 170 of 85. hormigon H-10 con un 80% de nivel de confianza con el propio material extraido desde las excavaciones, compactado mecanicamente en capas hasta la obtencion 9.- Los rellenos compactados a ejecutar seran realizados 10.- Madera: pino insigne grado 1 (estructura vivienda) 11.- Medidas en cm., cotas de nivel en m. s.i.c. Se realizara una mezcla de 1.5 sacos de cemento 12.- Las cotas prevalecen sobre el dibujo. por metro cubico de material. de una densidad relativa no inferior al 60 % . Nch 170 of 85. con un 90% de nivel de confianza, segun Fundacion H-25 con un 90% de nivel confianza, segun Nch 170 of 85. Radieres H-20 con un 80% de nivel de de confianza, segun Nch 170 of 85. - los dobleces de las Armaduras seran de 20cm. 7.- Los estribos tanto horizontales como verticales, debe- ran cerrarse con ganchos a 135° y anclaje no inferior a 10 veces el diametro del fierro de estribo en el nu- de elementos extraños, se considerara apto para fundar 2.- El sello de fundacion debera ser aprobado por el 1.- El sello de fundacion debera estar nivelado y limpio si se cumple con una densidad relativa mayor o igual 3.- Hormigon: Estructura (vigas, losas, columnas) H-25 4.- Recubrimientos armaduras: fundaciones 5,0 cm cleo del hormigon. al 95 %. ingeniero calculista. vigas y pilares 2,0 cm losas 2,0 cm 330 460 -1240.476991979695 -1240.476991979695 -1240.476991979695 -1240.476991979695 -1240.476991979695 -1240.476991979695 -1240.476991979695 -1240.476991979695 -1240.476991979695 1 -0.03 -1.05 VF 20/40 -1.05 1 VF 20/40 -3.25 MURO TIPO 1 -1240.476991979695 -1240.476991979695 1 1 -3.25 1 MURO TIPO 1 MURO TIPO 1 -3.25 1 1 RADIER e=10cm. -0.35 -1.05 10 5 10 -1.05 7 -0.03 -1240.476991979695 1 -1240.476991979695 4 -1.05 -1.05 -1240.476991979695 RADIER e=10cm. -2.55 REF. RADIER -3.25 MURO TIPO 1 1 -3.25 8 8 7 -0.03 RADIER e=10cm. -1.05 1 -3.25 1 1 MURO TIPO 1 MURO TIPO 1 -3.25 1 -1240.476991979695 1132.5 -1.05 5 -0.35 \A1;110 4 MURO TIPO 1 \A1;360 F E C VF 20/40 1 -3.25 \A1;410 A \A1;1180 3 4 NOTAS GENERALES : J J estribos d 6 a 20 cada 4 hiladas ,escalerillas 2 Fe d 8 NCh.69 ,las albanilerias llevaran escalerillas 6.- Albanileria: ladrillo fiscal hecho a mano, grado 4 segun 5.- Acero de refuerzo A 44-28 H.

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, correct, DETAIL, detailed, DWG, flat, FOUNDATION, foundations, fundament, loads, plane, plano, resistance, standard, type