Details Eccentric Footings DWG Detail for AutoCAD

Footing eccentric details

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

Shoe detail, typical, plant, scale, column, elevation, Reinforcement cms., sill, sill, column, floor, N.p.t., Compacted, Wall anchor, Vertical reinforcement, additional, Threads, Concrete fill, Horizontal reinforcement, Column of, reinforced, concrete, scale, Var. its T. Of cms., Filled cells, all, N.p.t., Sole of, concrete, reinforced, Foundation hearth, scale, Var. its T. Of cms., plant, Shoe detail, typical, scale, column, Reinforcement cms., N.p.t., sill, Compacted, floor, column, elevation

Raw text data extracted from CAD file:

\A1;hf \A1;L \A1;L \A1;B \A1;h \A1;0.075 0,25 \A1;0.05 0,25 0,20 0,20 0,25 0,40 0,30 0,84 0,84 0,84 0,90 1,20 0,84 0,84 \A1;L \A1;B 0,30 0,84 0,90 1,20 \A1;hf \A1;L \A1;h \A1;0.075 0,25 \A1;0.05 hf L DETALLE DE ZAPATA Z – 1 L B TIPICO h PLANTA ESCALA 1:25 COLUMNA ELEVACION 0.075 Refuerzo @ 0.15 cms. Refuerzo @ 0.15 cms. Refuerzo @ 0.15 cms. 0.05 SOLERA 5 SOLERA COLUMNA SUELO N.P.T. N=0+0.00 COMPACTADO ANCLAJE DE PARED A COLUMNAS 5 REFUERZO VERTICAL 1 d 3/8 ADICIONAL No2 C/2 HILADAS RELLENO DE CONCRETO REFUERZO HORIZONTAL COLUMNA DE REFORZADO CONCRETO ESCALA 1:25 5 6 Var. d 1/2¨ Est. de d 1/4¨ @ 0.10 Cms. 5 5 1 d 3/8 BS CELDAS LLENAS TODAS LAS N=0 – 0.05 N.P.T. N=0+0.00 SOLERA DE CONCRETO REFORZADO SOLERA DE FUNDACION ESCALA 1:25 5 6 Var. d 1/2¨ Est. de d 1/4¨ @ 0.10 Cms. 5 5 5 5 5 5 5 B PLANTA DETALLE DE ZAPATA Z – 2 5 L TIPICO ESCALA 1:25 COLUMNA Refuerzo @ 0.15 cms. Refuerzo @ 0.15 cms. L 5 5 5 5 hf h 5 0.075 0.05 N.P.T. N=0+0.00 SOLERA COMPACTADO SUELO COLUMNA ELEVACION