Structural Approach – Residential DWG Block for AutoCAD

The file contains the structural approach is to be applied in the design of a residential complex .

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

quota sup, thickness, low quota, zero slab, quota sup, thickness, low quota, zero slab, esc:, quota sup, thickness, low quota, zero slab, quota sup, thickness, low quota, zero slab, quota sup, thickness, low quota, zero slab, quota sup, thickness, low quota, zero slab, quota sup, thickness, low quota, zero slab, quota sup, thickness, low quota, zero slab, quota sup, thickness, low quota, zero slab, architecture, scale, content: residential set, plant of envigado quota, esc:, architecture, scale, content: residential set, concrete, welded Mesh, cutting connector, support strap, plant of envigado quota, esc:, plant of envigado quota, esc:, zero slab, metal beam, welding, cutting connector, concrete, mezzanine slab detail, architecture, scale, content: residential set, detail of window cladding, wall, crystal, frame separator, aluminum material

Raw text data extracted from CAD file:

\A1;9.00 \A1;8.91 \A1;11.95 \A1;2.83 \A1;4.31 \A1;10.46 \A1;8.70 \A1;9.45 \A1;8.91 \A1;9.07 \A1;5.32 \A1;5.50 \A1;5.83 \A1;10.65 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L \A1;2.87 \A1;9.61 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L \A1;7.26 \A1;8.50 \A1;8.49 \A1;7.02 A B C D E F G A B C D E F G \A1;5.58 N1-La COTA SUP 1091.50 ESPESOR = 0.15 COTA INF = 1091.35 LOSA CERO N1-Lb COTA SUP 1091.50 ESPESOR = 0.15 COTA INF = 1091.35 LOSA CERO \A1;12.01 \A1;11.77 \A1;12.63 \A1;9.30 \A1;9.30 2.92 \A1;10.51 \A1;5.26 \A1;12.33 \A1;7.74 \A1;8.04 \A1;8.76 \A1;5.76 \A1;6.74 \A1;9.11 \A1;5.00 \A1;12.01 \A1;11.77 \A1;12.63 \A1;10.51 \A1;5.26 \A1;12.33 \A1;7.74 \A1;9.30 \A1;9.30 2.92 \A1;11.03 \A1;11.03 \A1;8.44 \A1;2.61 \A1;8.92 \A1;14.15 \A1;8.04 \A1;8.76 \A1;5.76 \A1;6.74 \A1;9.11 \A1;5.00 \A1;8.44 \A1;2.61 \A1;8.92 \A1;14.15 ESC: ESC: 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N1-La COTA SUP 1091.50 ESPESOR = 0.15 COTA INF = 1091.35 LOSA CERO 5 5 5 5 5 5 5 1c 2c 3c 4c 5c 6c 7c 8c 9c 5 5 5 Ac Cc Dc 5 5 5 5 5 5 5 5 5 5 5 5 5 1a 2b 3c 4d 5e 6f 7g 8h 9i 5 5 5 Aa Bb Cc Dd 5 5 N2-Lc COTA SUP 1094.50 ESPESOR = 0.15 COTA INF = 1094.35 LOSA CERO N2-Lc COTA SUP 1094.50 ESPESOR = 0.15 COTA INF = 1094.35 LOSA CERO N2-Lc COTA SUP 1121.50 ESPESOR = 0.15 COTA INF = 1121.35 LOSA CERO N2-Lc COTA SUP 1121.50 ESPESOR = 0.15 COTA INF = 1121.35 LOSA CERO 5 5 5 5 5b 4b 1b 2b 3b 6b 7b 8b 9b Bc 10b 11b 12b Ab Bb Cb Db Eb 3b 2b 1b 4b 5b 6b 7b 8b 10b 11b 12b 9b 5 5 5 5 5 5 Cb Eb Bb Ab Db 5 5 5 5 N2-Lb COTA SUP 1094.50 ESPESOR = 0.15 COTA INF = 1094.35 LOSA CERO N2-Lb COTA SUP 1094.50 ESPESOR = 0.15 COTA INF = 1094.35 LOSA CERO ARQUITECTURA ESCALA 1:250 CONTENIDO: CONJUNTO RESIDENCIAL PLANTA DE ENVIGADO COTA 1091.50 ESC: 1:250 ARQUITECTURA ESCALA 1:250 CONTENIDO: CONJUNTO RESIDENCIAL CONCRETO MALLA ELECTROSOLDADA CONECTOR DE CORTE CORREA DE APOYO 38 MM 110 MM 15 CM PLANTA DE ENVIGADO COTA 1094.50 ESC: 1:250 PLANTA DE ENVIGADO COTA 1121.50 ESC: 1:250 LOSA CERO VIGA METALICA SOLDADURA CONECTOR DE CORTE CONCRETO DETALLE LOSA DE ENTREPISO ARQUITECTURA ESCALA 1:250 CONTENIDO: CONJUNTO RESIDENCIAL DETALLE CERRAMIENTO DE VENTANAS PARED CRISTAL 15 CM 5 MM 5 MM 5 MM MARCO SEPARADOR MATERIAL ALUMINIO 5 MM