Foundation DWG Detail for AutoCAD

Foundation DWG Detail for AutoCAD

Details of foundations, types of shoe edge and central slab; armed ;columns girders details, castles and specifications.

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

esc., central ci, ci boundary, mallalac, cimentacion plant, cimentacion plant, cimentacion plant, cimentacion plant, cut to ‘, esc., stone foundations, its T. cms, template, stone, esc., columns, its T. cms, castles, its T. cms, league tl, lock of, corner boundary type, cm on grill, dice, cm on grill template, dice, cm on grill template, cm on grill, sectional, Aisaladas in plant, sectional, run in plant, boundary type, for temp., principal, enrrase of filled pad, cms chain, variable, variable, base, template, contratrabe, variable, boundary type, template, base, cms, contratrabe, central type, variable, base, cm on grill template, base, dice, shoes, cm on grill, dice, central type, Specifications, all the foundations will be placed on a simple concrete slab with a maximum thickness of cms. the template should be leveled. the concrete for foundations will be as a minimum of all the steel columns castles must be anchored to the bed of the foundation. The steel in shoes must be fitted with casting cubes. The minimum overlap for the rods will be times the diameter of the rod.

Raw text data extracted from CAD file:

2,59 Z-5 Z-4 Z-4 Z-4 5 ESC. 1:20 Ci - 2 CENTRAL Ci - 1 LINDERO 3.80 A B 1 2 B A 3.80 3.40 3.40 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 Mallalac 1.90 1.90 3.40 2 1 3.80 Cl-2 Cl-2 Cl-2 Cl-1 1.85 1.55 PLANTA DE CIMENTACION (ZAPATA CORRIDA) (ZAPATA AISLADA) PLANTA DE CIMENTACION (DE PIEDRA) PLANTA DE CIMENTACION (PLATAFORMA) PLANTA DE CIMENTACION CORTE A - A' ESC. 1:50 CIMIENTOS DE PIEDRA 4 O 3/8'' est. O 1/4'' @ 20 cms Plantilla PIEDRA PIEDRA ESC. 1:20 0.30 0.15 0.60 0.60 0.20 0.15 0.60 0.30 C - 3 8 O 1/2'' C - 2 C - 1 0.45 0.30 0.30 0.30 6 O 3/4'' 4 O 3/8'' COLUMNAS 6 O 1/2'' est. O 3/8'' @ 15 cms est. O 1/4'' @ 20 cms 4 O 3/8'' CASTILLOS K - R K - 2 K - 1 est. O 5/6'' @ 20 cms 4 O 1/2'' LIGA TL TRABE DE 0.40 0.30 0.20 0.15 0.15 0.15 0.15 0.20 0.30 1.20 1.20 0.30 Z-3 TIPO LINDERO - ESQUINA O 1/2" @ 15 cm en parrilla DADO 1.00 0.15 0.15 1.20 O 1/2" @ 15 cm en parrilla Plantilla DADO 0.30 0.15 0.15 1.00 O 1/2" @ 15 cm en parrilla Plantilla 1.20 O 1/2" @ 15 cm en parrilla 1.20 1.20 EN CORTE 0.30 AISALADAS EN PLANTA EN CORTE CORRIDAS EN PLANTA Z-2 TIPO LINDERO O por temp. O principal Enrrase de block relleno CADENA 4 O 3/8" a 20 cms 0.10 1.00 0.20 VARIABLE 0.20 0.20 VARIABLE 0.20 0.10 1.00 0.20 Base Plantilla 1.00 1.00 0.10 0.15 CONTRATRABE VARIABLE TIPO LINDERO Z- 5 0.15 0.10 1.00 1.00 O 3/8" @ 20cms Plantilla Base @ 15 cms E O 5/16" Contratrabe 0.20 Z- 4 TIPO CENTRAL VARIABLE BASE 1.00 0.15 0.15 1.20 O 1/2" @ 15 cm en parrilla Plantilla BASE DADO ZAPATAS Z-1 0.30 O 1/2" @ 15 cm en parrilla 1.20 DADO TIPO CENTRAL 1.20 0.30 ESPECIFICACIONES TODAS LAS CIMENTACIONES SE DESPLANTARAN SOBRE UN APLANTILLA DE CONCRETO SIMPLE DE 5.0 CMS DE ESPESOR Y F`C= 100 KG/CM COMO MÁXIMO LA PLANTILLA DEBERÁ NIVELARSE Y APISONARSE. EL CONCRETO PARA CIMENTACIONES SERÁ COMO UN MÍNIMO DE F`C=200KG/CM TODO EL ACERO DE COLUMNAS Y CASTILLOS DEBERÁN ANCLARSE HASTA EL LECHO DE LA CIMENTACIÓN. EL ACERO EN ZAPATAS DEBERÁ CALZARSE CON SILLETAS O CUBOS DE MORTERO, ANTES, COLADO. EL TRASLAPE MÍNIMO PARA LAS VARILLAS SERÁ DE 40 VECES EL DIÁMETRO DE LA VARILLA.

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	armed, autocad, base, central, columns, DETAIL, details, details of foundation, DWG, edge, FOUNDATION, foundations, fundament, girders, shoe, slab, types