Shoe DWG Section for AutoCAD

Representation of a shoe in section showing construction details; description of materials; armed; bearing elements and the structure shown by their joints respctivos cuts in detail in a conventional shoe use.

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

shoe, column arming, gravel, lower arm of zampata in plant, column stirrups, compacted earth, column, lower arm of the shoe, the concrete column will be made with reinforcement to support large loads. the vertical reinforcement should not be less or greater than the gross area of the section, four rods of number for the column will be used. minimum coating for steel reinforcement., the stirrups must have a minimum diameter of no more than diameters for the rod the smaller dimension of the section of the column each corner each alternate longitudinal rod must be supported laterally by the fold of a stirrup having a sloped angle no greater than without any rod more than this paoyade rod., column in plan, reinforcement, concrete, reinforcement, special plane zapata, esc

Raw text data extracted from CAD file:

\A1;.60 \A1;.60 \A1;.20 \A1;.20 Zapata Armado de columna Gravilla Armado inferior de la zampata en planta Estribos de columna Tierra compactada Columna Armado inferior de la zapata Se hara la columna en concreto con refuerzo para sustentar grandes cargas. el refuerzo vertical no debe ser menor a 1% ni mayor que 8% del area bruta del la seccion transversal, se utilizaran cuatro varillas de numero 5 para la columna. recubrimiento minimo de 38mm para el refuerzo de acero. Los estribos deben tener un diametro minimo de 10mm,espaciados no mas de 48 diametros, 16 diametros para la varilla vertical, o la menor dimencion dela seccion de la columna . cada esquina y cada varilla longitudinal alterna debe estar apoyada lateralmente por el doblez de un estribo que tenga un angulo inclinado no mayor que 135º, sin que ninguna varilla este a mas de 150mm (6″) de esta varilla paoyada. 5 5 5 5 Columna en planta Refuerzo Concreto Concreto Refuerzo Plano especial ZAPATA Esc 1:10 ME