Detail Columns And Shoes For Metal DWG Detail for AutoCAD

Detail Columns And Shoes For Metal DWG Detail for AutoCAD

STRUCTURE This is the structural detail of the metal columns and their footings for a metallic structure of 5000 m2

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

plant, metal column:, plant, metal column:, plant, metal column:, plant, metal column:, plant, metal column:, plant, metal column:, plant, metal column:, plant, metal column:, plant, metal column:, plant, plant, metal column:, plant, metal column:, cutting shoe pedestal, axes, nfz., false concrete shoe, cyclopean of e.g., nffz., ncz., esc., fixed support, threaded, each, vertical, see detail, compacted granular base, mds, concrete shoe, cutting shoe pedestal, axes, nfz., false concrete shoe, cyclopean of e.g., nffz., ncz., esc., fixed support, threaded, each, vertical, see detail, compacted granular base, mds, concrete shoe, cutting shoe pedestal, axes, nfz., false concrete shoe, cyclopean of e.g., nffz., ncz., esc., fixed support, threaded, each, vertical, see detail, compacted granular base, mds, concrete shoe, cutting shoe pedestal, axes, nfz., false concrete shoe, cyclopean of e.g., nffz., ncz., esc., fixed support, threaded, each, vertical, see detail, compacted granular base, mds, concrete shoe, mobile support, Untidy, threaded, each, nfz., false concrete shoe, cyclopean of e.g., nffz., ncz., cutting shoe pedestal, axes, esc., vertical, see detail, compacted granular base, mds, concrete shoe, ncz., mobile support, Untidy, threaded, each, nfz., false concrete shoe, cyclopean of e.g., nffz., ncz., cutting shoe pedestal, axes, esc., vertical, see detail, compacted granular base, mds, concrete shoe, ncz., concrete column, concrete column, concrete column, concrete column, cutting shoe pedestal, axes, see plant, nfz., false concrete shoe, cyclopean of e.g., nffz., ncz., esc., fixed support, threaded, each, vertical, see detail, alt. metal column:, compacted granular base, mds, concrete shoe, cutting shoe pedestal, axes, see plant, nfz., false concrete shoe, cyclopean of e.g., nffz., ncz., esc., fixed support, threaded, each, vertical, see detail, alt. metal column:, compacted granular base, mds, concrete shoe, cutting shoe pedestal, axes, see plant, nfz., false concrete shoe, cyclopean of e.g., nffz., ncz., esc., fixed support, threaded, each, vertical, see detail, alt. metal column:, compacted granular base, mds, concrete shoe, cutting shoe pedestal, axes, see plant, nfz., false concrete shoe, cyclopean of e.g., nffz., ncz., esc., fixed support, threaded, each, vertical, see detail, alt. metal column:, compacted granular base, mds, concrete shoe, mobile support, Untidy, threaded, each, see plant, nfz., false concrete shoe, cyclopean of e.g., nffz., ncz., cutting shoe pedestal, axes, esc., vertical, see detail, compacted granular base, mds, concrete shoe, ncz., alt. metal column:, mobile support, Untidy, threaded, each, see plant, nfz., false concrete shoe, cyclopean of e.g., nffz., ncz., cutting shoe pedestal, axes, esc., vertical, see detail, compacted granular base, mds, concrete shoe, ncz., alt. metal column:, concrete column, concrete column, concrete column, concrete column, column columns

Raw text data extracted from CAD file:

±0,00 \A1;VER PLANTA \A1;.80 \A1;.40 \A1;.30 \A1;.70 \A1;.43 \A1;Alt. Columna Metálica: 5.70 \A1;VER PLANTA \A1;.80 \A1;.40 \A1;1.50 \A1;.70 \A1;.43 \A1;Alt. Columna Metálica: 6.00 \A1;VER PLANTA \A1;.80 \A1;.40 \A1;.30 \A1;.70 \A1;.43 \A1;Alt. Columna Metálica: 5.70 \A1;VER PLANTA \A1;.80 \A1;.40 \A1;1.50 \A1;.70 \A1;.43 \A1;Alt. Columna Metálica: 6.00 \A1;.25 \A1;.43 \A1;VER PLANTA \A1;.80 \A1;.40 \A1;1.50 \A1;.70 \A1;0.30 \A1;Alt. Columna Metálica: 4.50 \A1;.25 \A1;.43 \A1;VER PLANTA \A1;.80 \A1;.40 \A1;3.00 \A1;.70 \A1;0.30 \A1;Alt. Columna Metálica: 4.50 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;.43 \A1;VER PLANTA \A1;.80 \A1;.40 \A1;1.50 \A1;.70 \A1;0.30 \A1;Alt. Columna Metálica: 4.50 \A1;VER PLANTA \A1;.80 \A1;.40 \A1;.30 \A1;.70 \A1;.43 \A1;.70 \A1;0.30 \A1;Alt. Columna Metálica: 4.50 \A1;Alt. Columna Metálica: 5.70 \A1;VER PLANTA \A1;.80 \A1;.40 \A1;1.50 \A1;.70 \A1;.43 \A1;Alt. Columna Metálica: 6.00 \A1;VER PLANTA \A1;.80 \A1;.40 \A1;.30 \A1;.70 \A1;.43 \A1;.25 \A1;.43 \A1;VER PLANTA \A1;.80 \A1;.40 \A1;3.00 \A1;Alt. Columna Metálica: 5.70 \A1;VER PLANTA \A1;.80 \A1;.40 \A1;1.50 \A1;.70 \A1;.43 \A1;Alt. Columna Metálica: 6.00 \A1;.25 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 CORTE ZAPATA "Z1" y PEDESTAL EJES 1A, 2A, 3A y 4A' -932.5727922502026 -932.5727922502026 -932.5727922502026 -932.5727922502026 NPT.+1.40 NFZ. +0.20 \W9.99527; Malla, Ø1/2" \W8.04091; @12.5cm -932.5727922502026 Falsa Zapata Concreto Ciclópeo 1:10+30% de P.G. NFFZ. -0.50 NCZ. +1.00 CM-01 ESC. 1:50 -932.5727922502026 APOYO FIJO \T0.90000;Manguito Roscado \Q1.00000;\T0.90000;(en cada lado) 8 d1" \T0.90000;Acero Vertical \T0.90000;2 Ø 3/8": 1@ 0.05, R@ 0.20 \T0.90000;Estribos -932.5727922502026 \T0.90000;Tipico Ver Detalle 01 -932.5727922502026 Base Granular Compactada 95% MDS H=0.20 m Zapata Concreto f'c=210 kg/cm2 CORTE ZAPATA "Z1" y PEDESTAL EJES 4A'', 5A, 6A y 7A -932.5727922502026 -932.5727922502026 -932.5727922502026 -932.5727922502026 NPT.+1.40 NFZ. +0.20 \W9.99527; Malla, Ø1/2" \W8.04091; @12.5cm -932.5727922502026 Falsa Zapata Concreto Ciclópeo 1:10+30% de P.G. NFFZ. -0.50 NCZ. +1.00 CM-01 ESC. 1:50 -932.5727922502026 APOYO FIJO \T0.90000;Manguito Roscado \Q1.00000;\T0.90000;(en cada lado) 8 d1" \T0.90000;Acero Vertical \T0.90000;2 Ø 3/8": 1@ 0.05, R@ 0.20 \T0.90000;Estribos -932.5727922502026 \T0.90000;Tipico Ver Detalle 01 -932.5727922502026 Base Granular Compactada 95% MDS H=0.20 m Zapata Concreto f'c=210 kg/cm2 CORTE ZAPATA "Z3" y PEDESTAL EJES 1C, 2C, 3C y 4C' -932.5727922502026 -932.5727922502026 -932.5727922502026 -932.5727922502026 NPT.+1.40 NFZ. +0.20 \W9.84407; Malla, Ø1/2" \W8.56637; @12.5cm -932.5727922502026 Falsa Zapata Concreto Ciclópeo 1:10+30% de P.G. NFFZ. -0.50 NCZ. +1.00 CM-01 ESC. 1:50 -932.5727922502026 APOYO FIJO \T0.90000;Manguito Roscado \Q1.00000;\T0.90000;(en cada lado) 8 d1" \T0.90000;Acero Vertical \T0.90000;2 Ø 3/8": 1@ 0.05, R@ 0.20 \T0.90000;Estribos -932.5727922502026 \T0.90000;Tipico \W5.19691; Ver Detalle \W8.52680; 01 -932.5727922502026 Base Granular Compactada 95% MDS H=0.20 m Zapata Concreto f'c=210 kg/cm2 CORTE ZAPATA "Z3" y PEDESTAL EJES 4C'', 5C, 6C y 7C -932.5727922502026 -932.5727922502026 -932.5727922502026 -932.5727922502026 NPT.+1.40 NFZ. +0.20 \W9.84407; Malla, Ø1/2" \W8.56637; @12.5cm -932.5727922502026 Falsa Zapata Concreto Ciclópeo 1:10+30% de P.G. NFFZ. -0.50 NCZ. +1.00 CM-01 ESC. 1:50 -932.5727922502026 APOYO FIJO \T0.90000;Manguito Roscado \Q1.00000;\T0.90000;(en cada lado) 8 d1" \T0.90000;Acero Vertical \T0.90000;2 Ø 3/8": 1@ 0.05, R@ 0.20 \T0.90000;Estribos -932.5727922502026 \T0.90000;Tipico \W5.19691; Ver Detalle \W8.52680; 01 -932.5727922502026 Base Granular Compactada 95% MDS H=0.20 m Zapata Concreto f'c=210 kg/cm2 -932.5727922502026 APOYO MÒVIL \W9.97988; Atiezador (3 unid c/lado) \W7.21919; 300x400x1/4" -932.5727922502026 \T0.90000;manguito roscado \Q1.00000;\T0.90000;(en cada lado) -932.5727922502026 -932.5727922502026 -932.5727922502026 -932.5727922502026 NFZ. +0.20 \W9.99527; Malla, Ø1/2" \W8.04091; @12.5cm -932.5727922502026 Falsa Zapata Concreto Ciclópeo 1:10+30% de P.G. NFFZ. -0.50 NCZ. +1.00 CORTE ZAPATA "Z2" y PEDESTAL EJES 1B, 2B, 3B y 4B' ESC. 1:50 CM-01 8 d1" \T0.90000;Acero Vertical \T0.90000;2 Ø 3/8": 1@ 0.05, R@ 0.20 \T0.90000;Estribos -932.5727922502026 \T0.90000;Tipico Ver Detalle 01 Base Granular Compactada 95% MDS H=0.20 m Zapata Concreto f'c=210 kg/cm2 NCZ. +1.40 -932.5727922502026 -932.5727922502026 APOYO MÒVIL \W9.97988; Atiezador (3 unid c/lado) \W7.21919; 300x400x1/4" -932.5727922502026 \T0.90000;manguito roscado \Q1.00000;\T0.90000;(en cada lado) -932.5727922502026 -932.5727922502026 -932.5727922502026 -932.5727922502026 NFZ. +0.20 \W9.99527; Malla, Ø1/2" \W8.04091; @12.5cm -932.5727922502026 Falsa Zapata Concreto Ciclópeo 1:10+30% de P.G. NFFZ. -0.50 NCZ. +1.00 CORTE ZAPATA "Z2" y PEDESTAL EJES 4B'', 5B, 6B y 7B ESC. 1:50 CM-01 15 d1" \T0.90000;Acero Vertical \T0.90000;2 Ø 3/8": 1@ 0.05, R@ 0.20 \T0.90000;Estribos -932.5727922502026 \T0.90000;Tipico Ver Detalle 01 Base Granular Compactada 95% MDS H=0.20 m Zapata Concreto f'c=210 kg/cm2 NCZ. +1.40 -932.5727922502026 Columna Concreto f'c=210 kg/cm2 Columna Concreto f'c=210 kg/cm2 Columna Concreto f'c=210 kg/cm2 Columna Concreto f'c=210 kg/cm2 1 1 1 1 1 1 2 1 2 1 1 1 \LELEVACION CORTE ZAPATA "Z1" y PEDESTAL EJES 1A, 2A, 3A y 4A' VER PLANTA 5 5 5 NPT.+1.40 NFZ. +0.20 \W9.99527; Malla, Ø1/2" \W8.04091; @12.5cm 5 Falsa Zapata Concreto Ciclópeo 1:10+30% de P.G. NFFZ. -0.50 NCZ. +1.00 CM-01 ESC. 1:50 5 APOYO FIJO \T0.90000;Manguito Roscado \Q1.00000;\T0.90000;(en cada lado) 8 d1" \T0.90000;Acero Vertical \T0.90000;2 Ø 3/8": 1@ 0.05, R@ 0.20 \T0.90000;Estribos 0.30 \T0.90000;Tipico Ver Detalle 01 Alt. Columna Metálica: 5.70 Base Granular Compactada 95% MDS H=0.20 m Zapata Concreto f'c=210 kg/cm2 CORTE ZAPATA "Z1" y PEDESTAL EJES 4A'', 5A, 6A y 7A VER PLANTA 5 5 5 NPT.+1.40 NFZ. +0.20 \W9.99527; Malla, Ø1/2" \W8.04091; @12.5cm 5 Falsa Zapata Concreto Ciclópeo 1:10+30% de P.G. NFFZ. -0.50 NCZ. +1.00 CM-01 ESC. 1:50 5 APOYO FIJO \T0.90000;Manguito Roscado \Q1.00000;\T0.90000;(en cada lado) 8 d1" \T0.90000;Acero Vertical \T0.90000;2 Ø 3/8": 1@ 0.05, R@ 0.20 \T0.90000;Estribos 0.30 \T0.90000;Tipico Ver Detalle 01 Alt. Columna Metálica: 6.00 Base Granular Compactada 95% MDS H=0.20 m Zapata Concreto f'c=210 kg/cm2 CORTE ZAPATA "Z3" y PEDESTAL EJES 1C, 2C, 3C y 4C' VER PLANTA 5 5 5 NPT.+1.40 NFZ. +0.20 \W9.84407; Malla, Ø1/2" \W8.56637; @12.5cm 5 Falsa Zapata Concreto Ciclópeo 1:10+30% de P.G. NFFZ. -0.50 NCZ. +1.00 CM-01 ESC. 1:50 5 APOYO FIJO \T0.90000;Manguito Roscado \Q1.00000;\T0.90000;(en cada lado) 8 d1" \T0.90000;Acero Vertical \T0.90000;2 Ø 3/8": 1@ 0.05, R@ 0.20 \T0.90000;Estribos 0.30 \T0.90000;Tipico \W5.19691; Ver Detalle \W8.52680; 01 Alt. Columna Metálica: 5.70 Base Granular Compactada 95% MDS H=0.20 m Zapata Concreto f'c=210 kg/cm2 CORTE ZAPATA "Z3" y PEDESTAL EJES 4C'', 5C, 6C y 7C VER PLANTA 5 5 5 NPT.+1.40 NFZ. +0.20 \W9.84407; Malla, Ø1/2" \W8.56637; @12.5cm 5 Falsa Zapata Concreto Ciclópeo 1:10+30% de P.G. NFFZ. -0.50 NCZ. +1.00 CM-01 ESC. 1:50 5 APOYO FIJO \T0.90000;Manguito Roscado \Q1.00000;\T0.90000;(en cada lado) 8 d1" \T0.90000;Acero Vertical \T0.90000;2 Ø 3/8": 1@ 0.05, R@ 0.20 \T0.90000;Estribos 0.30 \T0.90000;Tipico \W5.19691; Ver Detalle \W8.52680; 01 Alt. Columna Metálica: 6.00 Base Granular Compactada 95% MDS H=0.20 m Zapata Concreto f'c=210 kg/cm2 .25 APOYO MÒVIL \W9.97988; Atiezador (3 unid c/lado) \W7.21919; 300x400x1/4" 5 \T0.90000;manguito roscado \Q1.00000;\T0.90000;(en cada lado) VER PLANTA 5 5 5 NFZ. +0.20 \W9.99527; Malla, Ø1/2" \W8.04091; @12.5cm 5 Falsa Zapata Concreto Ciclópeo 1:10+30% de P.G. NFFZ. -0.50 NCZ. +1.00 CORTE ZAPATA "Z2" y PEDESTAL EJES 1B, 2B, 3B y 4B' ESC. 1:50 CM-01 8 d1" \T0.90000;Acero Vertical \T0.90000;2 Ø 3/8": 1@ 0.05, R@ 0.20 \T0.90000;Estribos 0.30 \T0.90000;Tipico Ver Detalle 01 Base Granular Compactada 95% MDS H=0.20 m Zapata Concreto f'c=210 kg/cm2 NCZ. +1.40 Alt. Columna Metálica: 4.50 .25 APOYO MÒVIL \W9.97988; Atiezador (3 unid c/lado) \W7.21919; 300x400x1/4" 5 \T0.90000;manguito roscado \Q1.00000;\T0.90000;(en cada lado) VER PLANTA 5 5 5 NFZ. +0.20 \W9.99527; Malla, Ø1/2" \W8.04091; @12.5cm 5 Falsa Zapata Concreto Ciclópeo 1:10+30% de P.G. NFFZ. -0.50 NCZ. +1.00 CORTE ZAPATA "Z2" y PEDESTAL EJES 4B'', 5B, 6B y 7B ESC. 1:50 CM-01 15 d1" \T0.90000;Acero Vertical \T0.90000;2 Ø 3/8": 1@ 0.05, R@ 0.20 \T0.90000;Estribos 0.30 \T0.90000;Tipico Ver Detalle 01 Base Granular Compactada 95% MDS H=0.20 m Zapata Concreto f'c=210 kg/cm2 NCZ. +1.40 Alt. Columna Metálica: 4.50 Columna Concreto f'c=210 kg/cm2 Columna Concreto f'c=210 kg/cm2 Columna Concreto f'c=210 kg/cm2 Columna Concreto f'c=210 kg/cm2 1 1 1 1 1 1 2 1 2 1 1 1 \fVerdana|b0|i0|c0|p34;\LDETALLE DE COLUMNAS Y ZAPATAS

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, columns, DETAIL, DWG, footings, metal, metallic, shoes, stahlrahmen, stahlträger, steel, steel beam, steel column, steel frame, steel structure, structural, structure, structure en acier, warehouse