Detail Contentions DWG Detail for AutoCAD

Contentions -The outline is indicative and can adapt to each specifies situation

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

typical armor fold in footings, flooring c: h, natural terrain, additional stirrups, lightened slab, nfz, slab level, column, rest, column, rest, nfp, column, rest, existing construction, doubling the sides of excavation., fill with concrete ‘c stone large maximum. typical., excavate fill, shoelace, cut, elevation

Raw text data extracted from CAD file:

\A1;.50 \A1;2.90 \A1;.20 \A1;.25 \A1;2.80 \A1;1.20 \A1;.30 \A1;.05 \A1;.10 \A1;1.30 \A1;.35 \A1;.40 \A1;.90 \A1;.60 \A1;1.05 \A1;3.46 \A1;1.05 \A1;1.16 \A1;1.16 \A1;1.15 Doblez tipico de Armadura en Zapatas 5 \A1;d \S1/2;” @0.20 Solado 1:12 C:H F’c=80Kg/cm2 TERRENO NATURAL 3 Estribos Adicionales LOSA ALIGERADA s/c = 400Kg/cm2 LOSA ALIGERADA s/c = 150Kg/cm2 5 5 5 NFZ -1.40 5 NIVEL LOSA +3.05 5 5 COLUMNA C-3 ( .30x.30) 4 d 5/8″ + 2 d 1/2″ 2 d 3/8″, 1 @ .05, 6 @ .10, Resto @ .20 V-104 (.30x.30) V-204 (.30x.30) \A1;d \S1/2;” @0.20 COLUMNA C-3 ( .30x.30) 4 d 5/8″ + 2 d 1/2″ 2 d 3/8″, 1 @ .05, 6 @ .10, Resto @ .20 5 5 5 NFP -0.05 COLUMNA C-3 ( .30x.30) 4 d 5/8″ + 2 d 1/2″ 2 d 3/8″, 1 @ .05, 6 @ .10, Resto @ .20 5 5 5 5 5 5 3 1 2 5 CONSTRUCCIÓN EXISTENTE 5 5 5 PAÑETEAR LOS 3 LADOS DE EXCAVACIÓN.TIPICO LLENAR DE CONCRETO f ‘c = 80 Kg/cm2+ 30% PIEDRA GRANDE DE 8″ MAXIMO. TÍPICO. EXCAVAR Y LLENAR (1) , (2) Y (3) CALZADURA V V CORTE V-V ELEVACIÓN