Hospital Tower, Guadalajara–Steel Structure DWG Section for AutoCAD

Steel structure and section in facade

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

hot cms table for steam trays, cold table of cms for bar of self-service trays, type of plane, health center, flat name, north, raul a. key, structural, basement, type of plane, health center, flat name, north, raul a. key, structural, low level, rubber surface of, galvanized steel grid, steel profile bent from, steel tensor shs, galvanized steel profile curtain rail, emergency window opening with insulation, facade element of perforated aluminum foil of, section of steel channel, notes, cut, type of plane, health center, flat name, north, raul a. key, structural, foundation, several, see detail, see detail, detail, notes, symbology, type of plane, health center, flat name, north, raul a. key, structural, foundation, against trab, lock, secondary school, dice, column, loading wall, ptr column, ipr beam, system of mezzanine floor steel gauge firm concrete with welded wire mesh fixed beams by connectors, cut, notes, symbology, against trab, lock, secondary school, dice, column, loading wall, ptr column, ipr beam, cut, notes, symbology, against trab, lock, secondary school, dice, column, loading wall, ptr column, ipr beam, cut, notes, symbology, against trab, lock, secondary school, dice, column, loading wall, ptr column, ipr beam

Raw text data extracted from CAD file:

MESA CALIENTE DE 125 CMS PARA VAPOR 3 CHAROLAS 5176091113 MESA FRIA DE 125 CMS PARA BARRA DE AUTOSERVICIO 3 CHAROLAS 5176091584 \A1;46.23 \A1;8.27 \A1;7.08 \A1;6.59 \A1;7.43 \A1;7.42 \A1;7.03 \A1;3.65 \A1;7.03 \A1;8.27 \A1;8.22 \A1;8.02 \A1;8.37 \A1;8.22 \A1;8.27 \A1;57.61 \A1;46.23 \A1;8.27 \A1;7.08 \A1;6.59 \A1;7.43 \A1;7.42 \A1;7.03 \A1;3.65 \A1;7.03 \A1;8.27 \A1;8.22 \A1;8.02 \A1;8.37 \A1;8.22 \A1;8.27 \A1;57.61 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.20 \A1;0.20 \A1;0.20 \A1;46.23 \A1;8.27 \A1;8.27 \A1;7.08 \A1;6.59 \A1;7.43 \A1;7.42 \A1;7.03 \A1;3.65 \A1;7.03 \A1;8.27 \A1;8.22 \A1;8.02 \A1;8.37 \A1;8.22 \A1;57.61 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.90 \A1;0.35 \A1;0.99 \A1;0.35 \A1;0.70 \A1;0.75 mc5 mc1 mc1 mc2 mc2 mc5 mc6 t1 t7 t2 t3 t4 t5 t8 t8 t7 t9 t9 mc2 t12 t16 t13 t14 t17 t17 t16 t9 t9 t10 t11 t11 t11 t11 t11 t11 t10 tipo de plano centro – salud nombre – plano ie-02 norte raul a. chavez 22/05/2010 estructurales sotano 1-2 1:350 tipo de plano centro – salud nombre – plano ie-01 norte raul a. chavez 22/05/2010 estructurales planta baja 1:350 c1 a b c d e f g h 1 2 4 5 6 7 8 9 10 11 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 a b c d e f g h 1 2 4 5 6 7 8 9 10 11 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 t5 t6 t1 t7 t9 5 5 5 5 5 5 5 5 5 5 5 5 5 c1 5 5 5 5 5 5 5 5 5 5 5 t15 t9 c1 5 5 c1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 mc1 mc1 5 5 5 1 2 5 6 7 8 1 superficie de caucho de 2mm 2 rejilla de acero galvanizado de 30-30-2mm 3 perfil de acero doblado de 3mm 4 tensor de acero SHS 80-80-3 5 riel para cortina de perfil de acero galvanizado 6 apertura de emergencia de ventana con aislante 7 elemento de fachada de 1.80-1.00m x 1.20m de lamina perforada de aluminio de 3mm 8 seccion de canal de acero de 60-40-4mm notas corte tipo de plano centro – salud nombre – plano ie-01 norte raul a. chavez 22/05/2010 estructurales cimentacion varias ver detalle 1 3 ver detalle 2 detalle 1 detalle 2 ct1 ct2 ct3 ct4 ct5 ct6 ct7 ct8 ct8 mc1 mc2 mc3 mc4 mc5 mc6 c1 notas simbologia simbologia tipo de plano centro – salud nombre – plano ie-01 norte raul a. chavez 22/05/2010 estructurales cimentacion 1:350 a b c d e f g h 1 2 4 5 6 7 8 9 10 11 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ct5 ct1 ct1 ct7 ct6 ct6 ct8 contra trabe trabe trabe secundaria dado columna muro de carga columna ptr 20″ x 20″ viga ipr 20″ x 40″ sistema de entrepiso losacero 5 calibre 24con firme de concret de 5cm armada con malla electrosoldada fijada a vigas por conectores sistema de entrepiso losacero 5 calibre 24con firme de concret de 5cm armada con malla electrosoldada fijada a vigas por conectores corte notas simbologia simbologia contra trabe trabe trabe secundaria dado columna muro de carga columna ptr 20″ x 20″ viga ipr 20″ x 40″ corte notas simbologia simbologia contra trabe trabe trabe secundaria dado columna muro de carga columna ptr 20″ x 20″ viga ipr 20″ x 40″ corte notas simbologia simbologia contra trabe trabe trabe secundaria dado columna muro de carga columna ptr 20″ x 20″ viga ipr 20″ x 40″ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 c1 d1 1.00 1.00 5 5 1.00 1.00 d2 5 5 5 5 5 0.75 d3