Insulated Foundation Detail DWG Detail for AutoCAD

Insulated Foundation Detail DWG Detail for AutoCAD

Details of typical presentation of the details of an isolated foundation for a commercial building in Colombia, including the plant and development of columns.

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

draft, seismic design, contains:, distribution columns, typical mezzanine floor, flat:, presented to:, Pablo a. duitama v., ing. diego paez, engineers:, draft:, Location:, javier fajardo, wall distribution, structural design, edf., curia., tunja, Specifications, concrete:, of reinforcement:, beams walls: mpa, in the area of:, seismic design, design standards, design charges, dead, live, in mpa, columns: mpa, draft, seismic design, contains:, typical shoe details, foundation plant, flat:, engineers:, draft:, Location:, detail beam of cement., structural design, edf., curia., Specifications, concrete:, of reinforcement:, beams walls: mpa, design charges, dead, live, in mpa, columns: mpa, cabbage, cabbage, plant development of columns, indicates column type, foundation plant, indicates shoe type, cabbage, compacted to that of, compact to that of the p.m., countertop cm, trans., the column must be raised in contact with soil in cm each, compacted to that of, compact to that of the p.m., countertop cm, trans., the column must be raised in contact with soil in cm each, typical shoe detail, kind, typical shoe detail, kind, longitudinal, transverse, detail shoe grill, long, trans., long, trans., runs overlapping min in center of light, countertop cm, Typical beam detail, cm foundation, typical of strapping, runs overlapping min in center of light, draft, seismic design, contains:, columns, plant development, flat:, engineers:, draft:, Location:, structural design, edf., curia., Specifications, concrete:, of reinforcement:, beams walls: mpa, design charges, dead, live, in mpa, columns: mpa

Raw text data extracted from CAD file:

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Duitama V. Ing. Diego Paez Ingenieros: Proyecto: Ubicación: Javier Fajardo. Distribución Muros Diseño Estructural Sismoresistente, Edf. Curia. Tunja ESPECIFICACIONES : - CONCRETO: -ACERO DE REFUERZO: Vigas y Muros: 21 MPa (3000PSI) En el área de: Diseño Sismoresistente NORMAS DE DISEÑO -NSR 10 CARGAS DE DISEÑO -CARGA MUERTA -CARGA VIVA -SISMO (FHE) En General:420 MPa Columnas: 28 MPa (4000PSI) PROYECTO Diseño Sismoresistente Contiene: Detalles típicos Zapatas Planta Cimentación Plano: 1 de 2 Ingenieros: Proyecto: Ubicación: Detalle Viga de Ciment. Diseño Estructural Sismoresistente, Edf. Curia. ESPECIFICACIONES : - CONCRETO: -ACERO DE REFUERZO: Vigas y Muros: 21 MPa (3000PSI) CARGAS DE DISEÑO -CARGA MUERTA -CARGA VIVA -SISMO (FHE) En General:420 MPa Columnas: 28 MPa (4000PSI) \A1;25 \A1;15 \A1;25 \A1;15 \A1;2 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;22 \A1;2 \A1;15 \A1;25 \A1;25 \A1;15 \A1;20 \A1;20 \A1;15 \A1;25 \A1;15 \A1;25 \A1;15 \A1;25 \A1;15 \A1;25 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;25 \A1;15 \A1;25 \A1;15 \A1;25 \A1;15 \A1;25 \A1;15 \A1;120 \A1;75 \A1;45 \A1;8 \A1;15 \A1;15 \A1;A/B \A1;H \A1;2 \A1;25 \A1;2 \A1;120 \A1;75 \A1;45 \A1;8 \A1;15 \A1;15 \A1;A/B \A1;H \A1;A \A1;B \A1;7 \A1;45 \A1;35 \A1;92 \A1;103 \A1;98 \A1;98 A B C D E 4 5 6 7 8 9 10 4 5 6 7 8 9 10 11 11 12 12 13 13 E D C B A VA2 (400x500) VA2 (400x500) VA2 (400x500) VA2 (400x500) VA2 (400x500) VA2 (400x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) 5 7 6 A B C D E 4 5 6 7 8 9 10 4 5 6 7 8 9 10 11 11 12 12 13 13 E D C B A VA2 (400x500) VA2 (400x500) VA2 (400x500) VA2 (400x500) VA2 (400x500) VA2 (400x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) VA2 (300x500) 5 7 6 A B C D E 4 5 6 7 8 9 10 4 5 6 7 8 9 10 11 11 12 12 13 13 E D C B A 5 7 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COL A-6 (BASE -PISO 5) COL A-7 (BASE -PISO 5) COL A-8 (BASE -PISO 5) COL A-9 (BASE -PISO 5) COL B-6 (BASE -PISO 5) COL B-7 (BASE -PISO 5) COL B-8 (BASE -PISO 5) COL B-9 (BASE -PISO 5) COL C-6 (BASE -PISO 5) COL C-7 (BASE -PISO 5) COL C-8 (BASE -PISO 5) COL C-9 (BASE -PISO 5) COL D-6 (BASE -PISO 5) COL D-7 (BASE -PISO 5) COL D-8 (BASE -PISO 5) COL D-9 (BASE -PISO 5) COL E-6 (BASE -PISO 5) COL E-7 (BASE -PISO 5) COL E-8 (BASE -PISO 5) COL E-9 (BASE -PISO 5) COL C-10 (BASE -PISO 5) COL D-10 (BASE -PISO 5) COL E-10 (BASE -PISO 5) COL C-11 (BASE -PISO 5) COL D-11 (BASE -PISO 5) COL E-11 (BASE -PISO 5) COL C-12 (BASE -PISO 5) COL D-12 (BASE -PISO 5) COL E-12 (BASE -PISO 5) COL C-13 (BASE -PISO 5) COL D-13 (BASE -PISO 5) COL E-13 (BASE -PISO 5) 5 5 5 5 5 5 5 5 5 M1 (BASE -PISO 5) M2 (BASE -PISO 5) M3 (BASE -PISO 5) M5 (BASE -PISO 5) M4 (BASE -PISO 5) M6 (BASE -PISO 5) M7 (BASE -PISO 5) A B C D E 5 6 7 8 9 10 5 6 7 8 9 10 11 11 12 12 13 13 E D C B A 5 7 6 COL A-6 (BASE -PISO 5) COL A-7 (BASE -PISO 5) COL A-8 (BASE -PISO 5) COL A-9 (BASE -PISO 5) COL B-6 (BASE -PISO 5) COL B-7 (BASE -PISO 5) COL B-8 (BASE -PISO 5) COL B-9 (BASE -PISO 5) COL C-6 (BASE -PISO 5) COL C-7 (BASE -PISO 5) COL C-8 (BASE -PISO 5) COL C-9 (BASE -PISO 5) COL D-6 (BASE -PISO 5) COL D-7 (BASE -PISO 5) COL D-8 (BASE -PISO 5) COL D-9 (BASE -PISO 5) COL E-6 (BASE -PISO 5) COL E-7 (BASE -PISO 5) COL E-8 (BASE -PISO 5) COL E-9 (BASE -PISO 5) COL C-10 (BASE -PISO 5) COL D-10 (BASE -PISO 5) COL E-10 (BASE -PISO 5) COL C-11 (BASE -PISO 5) COL D-11 (BASE -PISO 5) COL E-11 (BASE -PISO 5) COL C-12 (BASE -PISO 5) COL D-12 (BASE -PISO 5) COL E-12 (BASE -PISO 5) COL C-13 (BASE -PISO 5) COL D-13 (BASE -PISO 5) COL E-13 (BASE -PISO 5) 5 M1 (BASE -PISO 5) M2 (BASE -PISO 5) M3 (BASE -PISO 5) M5 (BASE -PISO 5) M4 (BASE -PISO 5) M6 (BASE -PISO 5) M7 (BASE -PISO 5) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 a b a b 8a 8a 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA DESARROLLO DE COLUMNAS (ESCALA 1:75) 1 Indica Columna Tipo A B C D E 5 6 7 8 9 10 5 6 7 8 9 10 11 11 12 12 13 13 E D C B A 5 7 6 a b a b 8a 8a 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA CIMENTACIÓN (ESCALA 1:75) Indica Zapata Tipo 1 1 1 2 2 3 3 3 3 5 5 5 5 COL D-5 (BASE -PISO 5) 4 4 4 4 4 4 4 4 4 5 5 5 6 6 7 8 8 9 9 10 10 10 10 11 11 155 x 155 155 x 155 4 155 x 155 170 x 170 170 x 170 195 x 195 195 x 195 195 x 195 195 x 195 210 x 210 210 x 210 210 x 210 210 x 210 210 x 210 210 x 210 210 x 210 210 x 210 210 x 210 210 x 210 220 x 220 220 x 220 220 x 220 230 x 230 230 x 230 240 x 240 250 x 250 250 x 250 270 x 270 270 x 270 270 x 270 270 x 270 270 x 270 270 x 270 280 x 280 280 x 280 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=40x45 VC S=40x45 VC S=35x45 VC S=35x45 VC S=40x45 VC S=40x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 VC S=35x45 H \A1;Solado, e=5 \A1;Recebo compactado al 95% del P.M., e=15cm \A1;Suelo Natural, compactar al 95% del P.M. \A1;Placa Contarpiso e=8.0 cm 5 5 5 5 \A1;N.-120 cm 5 5 A/B \A1;Ref. Long./Ref. Trans. \W0.46459; \A1;Nota: Se debe aumantar el \W0.35892; \A1;Recubrimirnto de la secci\A1;ó\A1;n \A1;de columna en contacto con \W1.01429; \A1;el suelo en 5 cm a cada \W9.53006; \A1;lado. \A1;\U+2104 5 25 \A1;Solado, e=5 \A1;Recebo compactado al 95% del P.M., e=15cm \A1;Suelo Natural, compactar al 95% del P.M. \A1;Placa Contarpiso e=8.0 cm 5 5 5 5 \A1;N.-120 cm 5 5 A/B \A1;Ref. Long./Ref. Trans. \W0.46459; \A1;Nota: Se debe aumantar el \W0.35892; \A1;Recubrimirnto de la secci\A1;ó\A1;n \A1;de columna en contacto con \W1.01429; \A1;el suelo en 5 cm a cada \W9.53006; \A1;lado. \A1;\U+2104 5 H DETALLE TIPICO ZAPATA TIPO 5 a 11 (Sin Escala) DETALLE TIPICO ZAPATA TIPO 1 a 4 (Sin Escala) A B \A1;Refuerzo Longitudinal \A1;Refuerzo Tranversal DETALLE TIPICO PARRILLA ZAPATA (Sin Escala) \A1;Ref. long. \A1;Ref. Trans. \A1;Ref. long. \A1;Ref. Trans. \A1;3#5 corridas traslapo mín 70 en centro de la luz \A1;Fleje # 3 \A1;Placa Contarpiso e=8.0 cm 5 5 5 \A1;N.-0.0 DETALLE TIPICO VIGA DE CIMENTACIÓN S=35x45 cm (Escala 1:10) \A1;21 \A1;31 \A1;31 \A1;21 \A1;7 \A1;10c/12 \A1;10c/12 \A1;c/17 \A1;DISTRIBUCIÓN TÍPICA DE FLEJES 5 5 5 5 \A1;3#5 corridas traslapo mín 70 en centro de la luz PROYECTO Diseño Sismoresistente Contiene: Columnas Planta Desarrollo de Plano: 2 de 2 Ingenieros: Proyecto: Ubicación: Diseño Estructural Sismoresistente, Edf. Curia. ESPECIFICACIONES : - CONCRETO: -ACERO DE REFUERZO: Vigas y Muros: 21 MPa (3000PSI) CARGAS DE DISEÑO -CARGA MUERTA -CARGA VIVA -SISMO (FHE) En General:420 MPa Columnas: 28 MPa (4000PSI)

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, building, colombia, commercial, DETAIL, details, DWG, FOUNDATION, foundations, fundament, including, insulated, isolated, presentation, typical