Foundations – Shoes – DWG Detail for AutoCAD

Cimentacion model; shoes. foundation beam; detail of columns and brackets

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

shoe box, kind, bxt, mesh, elevation cut, concrete shoe: concrete, confinement, confinement, foundation, scale, shoe, scale, shoe, overcoming, column, level reinforcement detail, horizontal, threads, threads, scale, shoe, scale, shoe, ref. principal, stirrups, kind, geometry, units, main columns box, section of foundation beam, esc., typical cut, n.f.p., n.f.p., typical detail of foundation, shoe detail, stapes detail, foundation, esc:, shoe box, kind, bxt, mesh, elevation cut, concrete shoe: concrete, confinement, confinement, foundation, scale, shoe, scale, shoe, overcoming, column, level reinforcement detail, horizontal, threads, threads, scale, shoe, scale, shoe, ref. principal, stirrups, kind, geometry, units, main columns box, section of foundation beam, esc., typical cut, n.f.p., n.f.p., typical detail of foundation, shoe detail, stapes detail, david santiago neighborhoods

Raw text data extracted from CAD file:

\A1;.15 \A1;L/2 \A1;45° \A1;L \A1;db 0.30 0.50 2.80 3.20 6.00 18.00 \A1;.50 \A1;.25 \A1;.50 \A1;3.00 18.00 \A1;3@.05,3@.10,rst.@.25 \A1;2.60 \A1;3@.05,3@.10,rst.@.20 \A1;.25 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.50 \A1;.10 \A1;.50 \A1;.25 \A1;.20 \A1;.10 \A1;2.60 \A1;3@.05,3@.10,rst.@.25 \A1;.20 \A1;.80 .10 0,50 0,50 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 0.30 3.00 3.00 3.00 3.00 3.00 3.00 3.00 5.99 1.00 1.00 1.00 1.00 0.30 0.40 0.30 1.00 1.00 1.00 1.00 0.30 0.50 2.80 3.20 6.00 18.00 \A1;.50 \A1;.25 \A1;.50 \A1;.15 \A1;L/2 \A1;45° \A1;L \A1;db \A1;3@.05,3@.10,rst.@.25 \A1;2.60 \A1;3@.05,3@.10,rst.@.20 \A1;.25 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.50 \A1;.10 \A1;.50 \A1;.25 \A1;.20 \A1;.10 \A1;2.60 \A1;3@.05,3@.10,rst.@.25 \A1;.20 \A1;.80 .10 0,50 0,50 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 18.00 0.30 0.40 0.30 0.30 3.00 3.00 3.00 3.00 3.00 3.00 3.00 1016.19 5.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 6.00 1.00×1.00 CUADRO DE ZAPATA TIPO Z BxT MALLA d1/2″ @.15 3@.05,3@.10,rst.@.25 2.60 3@.05,3@.10,rst.@.20 5 5 CORTE ELEVACION 5 5 Z C2 d1/2″@.15 5 \A1;SOLADO DE ZAPATA CEMENTO:HORMIGON 1:16 5 5 d1/2″@.15 5 CONFINAMIENTO 2d1/4″ 5 5 2.60 3@.05,3@.10,rst.@.25 CONFINAMIENTO 2d1/4″ 5 5 CIMIENTO CORRIDO ZAPATA-COLUMNA C1 5 5 d5/8″@.20 d5/8″@.20 ESCALA 1:50 ZAPATA Z-1 5 5 d5/8″@.20 d5/8″@.20 ESCALA 1:50 ZAPATA Z-2 SOBRECIMIENTO Ø de columna DETALLE DE REFUERZO 1° NIVEL HORIZONTAL d6mm@3 hiladas .10 d6mm@3 hiladas 5 5 5 Z-1 5 5 Z-2 Z-2 Z-2 Z-2 5 Z-2 5 5 5 Z-1 Z-1 Z-1 Z-2 Z-2 Z-2 Z-2 Z-2 Z-4 Z-3 Z-3 Z-3 Z-3 Z-4 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-1 VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) C-1 C-1 C-1 C-1 C-1 VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) C1 5 5 d5/8″@.20 d5/8″@.20 ESCALA 1:50 ZAPATA Z-3 C2 5 5 d5/8″@.20 d5/8″@.20 ESCALA 1:50 ZAPATA Z-4 C1 REF. PRINCIPAL ESTRIBOS TIPO C – 1 GEOMETRIA UNIDADES C – 2 ESC:1/25 CUADRO DE COLUMNAS PRINCIPALES 5 5 5 5 6O5/8″ 4O5/8 + 2O1/2 O3/8″,2@0.05, 10@0.10, 6@0.15, Resto@0.20 O3/8″,2@0.05, 10@0.10, 6@0.15, Resto@0.20 16 05 SECCIÒN DE VIGA DE CIMENTACIÒN 5 5 Esc. 1:20 CORTE TIPICO vc-1(0.30×0.60) O3/8″,2@0.05, 10@0.10, 6@0.15, Resto@0.20 3O5/8″ 3O5/8″ 5 5 5 5 5 5 5 5 5 1 2 3 G F E D C B A 1 5 2 3 5 E 5 F G A B C D 5 N.F.P. 5 CC-1 5 CC-2 N.F.P. 5 DETALLE TIPICO DE CIMIENTO DETALLE DE ZAPATAS DETALLE DE ESTRIBOS L/2 5 L \A1;db db db d 1/4″ D(cm) 3 5 L(cm) d 1/2″ 15 5 d 3/8″ 10 4 CIMENTACION ESC: 1/50 1.00×1.00 CUADRO DE ZAPATA TIPO Z BxT MALLA d1/2″ @.15 3@.05,3@.10,rst.@.25 2.60 3@.05,3@.10,rst.@.20 5 5 CORTE ELEVACION 5 5 Z C2 d1/2″@.15 5 \A1;SOLADO DE ZAPATA CEMENTO:HORMIGON 1:16 5 5 d1/2″@.15 5 CONFINAMIENTO 2d1/4″ 5 5 2.60 3@.05,3@.10,rst.@.25 CONFINAMIENTO 2d1/4″ 5 5 CIMIENTO CORRIDO ZAPATA-COLUMNA C1 5 5 d5/8″@.20 d5/8″@.20 ESCALA 1:50 ZAPATA Z-1 5 5 d5/8″@.20 d5/8″@.20 ESCALA 1:50 ZAPATA Z-2 SOBRECIMIENTO Ø de columna DETALLE DE REFUERZO 1° NIVEL HORIZONTAL d6mm@3 hiladas .10 d6mm@3 hiladas 5 5 5 Z-1 5 5 Z-2 Z-2 Z-2 Z-2 5 Z-2 5 5 5 Z-1 Z-1 Z-1 Z-2 Z-2 Z-2 Z-2 Z-2 Z-4 Z-3 Z-3 Z-3 Z-3 Z-4 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-1 VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) C-1 C-1 C-1 C-1 C-1 VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) VC-01 (.30x.50) C1 5 5 d5/8″@.20 d5/8″@.20 ESCALA 1:50 ZAPATA Z-3 C2 5 5 d5/8″@.20 d5/8″@.20 ESCALA 1:50 ZAPATA Z-4 C1 REF. PRINCIPAL ESTRIBOS TIPO C – 1 GEOMETRIA UNIDADES C – 2 ESC:1/25 CUADRO DE COLUMNAS PRINCIPALES 5 5 5 5 6O5/8″ 4O5/8 + 2O1/2 O3/8″,2@0.05, 10@0.10, 6@0.15, Resto@0.20 O3/8″,2@0.05, 10@0.10, 6@0.15, Resto@0.20 16 05 SECCIÒN DE VIGA DE CIMENTACIÒN 5 5 Esc. 1:20 CORTE TIPICO vc-1(0.30×0.60) O3/8″,2@0.05, 10@0.10, 6@0.15, Resto@0.20 3O5/8″ 3O5/8″ 5 5 5 5 5 5 5 5 5 1 2 3 G F E D C B A 1 5 5 2 3 5 E 5 F G A B C D 5 N.F.P. 5 CC-1 5 CC-2 N.F.P. 5 DETALLE TIPICO DE CIMIENTO DETALLE DE ZAPATAS DETALLE DE ESTRIBOS L/2 5 L \A1;db db db d 1/4″ D(cm) 3 5 L(cm) d 1/2″ 15 5 d 3/8″ 10 4 5 5 David Santiago barrios