Foundation Plant DWG Detail for AutoCAD

Plant of foundation and contention wallof a housing – Details in plant

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

support wall, shoe type, foundation run, retaining wall, shoe type, crossing, castles, symbology, designation, quantity, symbology, firm concrete, armed with mesh, electrowelded, stair start, quarter, tank, stair start, shoe box, kind, armed, kind, containment wall box, vrs, density, vol, kg weight, total, block wall, its T. cda, vrs, castle reinforcement, foundation run, concrete ciclopio, concrete, stone ball, vrs, isolated footing, retaining wall, sense of charge, description:, rev, date, rib beam, support wall, designation of, symbology, I authorize, quantification, stone:, steel, concrete, Specifications, foundation plan retaining walls, castle, column, its T, vrs, league lock, its T, vrs, pedestal, its T, vrs, armed, foundation detail, metropolitan university of monterrey

Raw text data extracted from CAD file:

1 \A1;79.7 \A1;438.9 \A1;621.5 \A1;360.4 \A1;129.7 \A1;554.7 \A1;167.5 \A1;97.6 \A1;129 \A1;168.3 \A1;263.3 \A1;96.5 \A1;84.7 \A1;125.9 \A1;181 \A1;204.8 \A1;500.6 \A1;107.9 \A1;491.9 \A1;3592.6 \A1;58 \A1;104.2 \A1;197.2 \A1;231 \A1;210.7 \A1;1205 \A1;426.4 \A1;1205 1 \A1;20 \A1;20 \A1;20 \A1;20 \A1;15 \A1;15 K-1 \A1;<20> \A1;20 \A1;60 CC-1 \A1;<20> \A1;20 \A1;60 -14938.52077907931 -14938.52077907931 -14938.52077907931 \A1;<20> \A1;60 \A1;20 -11491.54739011798 -11491.54739011798 -11491.54739011798 \A1;20 \A1;20 \A1;60 \A1;20 \A1;20 \A1;60 -3866.245583071694 -3866.245583071694 -3866.245583071694 T-1 CC-1 C-1 P-1 Z-2 MC-1 \A1;20 \A1;150 \A1;150 \A1;1 \A1;150 \A1;65 \A1;300 \A1;50 \A1;.25 \A1;150 \A1;20 \A1;60 Z-1 MC-1 Z-2 Muro de Apoyo Zapatas tipo 1 Cimentación corrida Muro de Contención Zapatas tipo 2 1 x 1 11 30 4 Traves Castillos 3 Simbología Designación Cantidad Simbología \A1;15 \A1;15 \A1;30 \A1;20 \A1;30 \A1;20 \A1;35 \A1;25 \A1;20 \A1;350 \A1;30 \A1;320 \A1;30 \A1;34.9 5 5 5 5 5 5 5 L K H J I 5 5 5 4′ 5 5 5 5 F’ 5 G E 5 B’ C 5 A LP 5 5 5 1 1′ 2 3′ 5 4 5 5 5 6 7 5 8 9 5 11 12 5 F 5 B A’ 5 5 5 20 5 5 K-1 Firme de Concreto f´c = 150 kg/cm2 H= 10cm Armado con malla electrosoldada 6×6 – 10/10 <20> 20 60 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 Arranque de escalera Cuarto de Cisterna Arranque de escalera 20 20 60 T-1 Z-2 P-1 C-1 C-1 P-1 Z-1 MC-1 20 Cuadro de zapatas Tipo 2 Armado Tipo 1 Cuadro de Muro de Contención 75 75 Vrs # 4 @20cm 150 150 1 150 65 5 5 .25 150 Ep No Densidad Vol Peso Kg 1 2400 kg/m3 3.5×0.2×1 1680 900 585 4095 2 3 4 2400 kg/m3 1800kg/m3 1800 kg/m3 1.5×0.25×1 0.5×0.0.65×1 3.5×0.65×1 7260 Total 1 2 3 4 Ep= 1/2 (1800)(3)(6.75) = 1516 20 60 Muro de block de 15x20x40 est. # 2 cda 20cm 4 Vrs # 3 Refuerzo de castillo CIMENTACION CORRIDA CC-1 Concreto ciclopio f´c = 150 Kg/cm2 60% Concreto 40% Piedra bola Vrs # 4 @20cm Zapata Aislada Muro de Contención N SENTIDO DE CARGA Descripción: Rev Fecha VIGA O NERVADURA MURO DE APOYO DESIGNACIÓN DE 6 Simbología Autorizo f´c : 200kg/cm2 Cuantificación Piedra: Acero Concreto 1476 kg 56kg m3 11.7 kg/m3 Especificaciones Plano de Cimentación y Muros de Contención 0.0 .00 .34 -.17 -.17 0.0 0.0 0.0 .68 .68 .34 .17 .34 1.70 1.70 .34 1.70 .34 0.17 0.0 0.0 15 15 Castillo k-1 Columna C-1 est # 3 @ 20cm 6 vrs # 4 30 20 30 20 Trabe de Liga T-1 est # 3 @ 20cm 4 Vrs # 4 35 25 Pedestal est # 3 @ 20cm 6 vrs # 4 Armados .00 .50 400 750 Detalle de Cimentación 5 5 5 5 5 5 UNIVERSIDAD METROPOLITANA DE MONTERREY