Metal Stairs DWG Detail for AutoCAD

Are details of stairs as metal hallways are included.

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

path, pluvial, Enrocamiento, Pipe of, Rich solution, Road canals, unscaled, N.t.s., Stacked ore, existing, phase, Solution channel, delicious, channel of, intermediate solution, Intermediate, Structure plant, Esc., Safety base of mechanical tube diam. Ced, Cps of, Std irving base, Std irving base, Cps of, Upper inferior base of vars. in both ways, Concrete, Cm., Poor concrete template, Lower base of vars. in both ways, Reinforced with var. Stirrups of, Isolated shoe detail, Esc., Plate detail, Esc., Thickness of base plate: mm, cap screw:, welding, Motherboard, Leveling mortar, concrete:, Orient anchor to the center of the plate, Plate detail, Esc., Thickness of base plate: mm, cap screw:, welding, Motherboard, Leveling mortar, concrete:, Orient anchor to the center of the plate, Shoe detail, Dice detail, Plate detail, Shoe detail, Dice detail, Shoe detail, Dice detail, Plate detail, Safety base of mechanical tube diam. Ced, Shoe detail, Dice detail, Plate detail, Cps of, Std irving base, view, scale, view, scale, view, scale, Channel std irving grid base, Channel std irving grid base, Windrows of, Angle base of

Raw text data extracted from CAD file:

1 101 2.00% CAMINO 1 2 1 2 1 2 1 2 \A1;CANAL PLUVIAL ENROCAMIENTO D50=18″ \A1;1.00 \A1;0.50 \A1;VARIA \A1;1.50 \A1;VARIA \A1;4.00 TUBERIA DE SOLUCION RICA \A1;1.00 \A1;0.40 \A1;1.00 \A1;0.60 \A1;1.50 \A1;2.00 \A1;3.00 \A1;0.50 \A1;0.60 \A1;1.50 \A1;2.00 \A1;3.00 \A1;3.50 2 13A \W5.02599; CANALES Y CAMINOS SIN ESCALA N.T.S. 1 0.5 \A1;3.00 \A1;3.00 \A1;3.00 MINERAL APILADO \A1;3.00 1 3 1 3 \A1;TOPOGRAFIA EXISTENTE \A1;PROYECTO FASE 4 CANAL DE SOLUCION RICA CANAL DE SOLUCION INTERMEDIA E INTERMEDIA 1 101 \A1;1.60 \A1;1.60 \A1;2.24 \A1;1.60 \A1;0.20 \A1;1.00 \A1;2.65 \A1;3.50 \A1;2.18 \A1;0.93 \A1;9.25 \A1;2.84 \A1;2.00 \A1;1.30 \A1;9.25 \A1;2.65 \A1;3.50 \A1;2.18 \A1;0.93 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.60 \A1;1.00 \A1;1.00 \A1;1.88 \A1;0.30 \A1;0.30 \A1;0.60 \A1;0.15 \A1;0.60 \A1;0.40 \A1;0.20 \A1;0.08 \A1;0.20 \A1;0.08 \A1;0.04 \A1;0.12 \A1;0.04 \A1;0.04 \A1;0.12 \A1;0.04 0.40 \A1;0.30 \A1;0.30 \A1;0.07 \A1;0.16 \A1;0.07 \A1;0.07 \A1;0.16 \A1;0.07 \A1;2.18 \A1;0.93 \A1;1.60 \A1;1.60 \A1;2.65 \A1;0.25 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.50 PLANTA DE ESTRUCTURA Esc. 1:40 5 5 5 5 5 N=+3.20 N=+0.00 N=+5.00 N=+4.90 N=+5.10 N=+0.00 \A1;\W0.7;BARANDALES DE SEGURIDAD A BASE DE TUBO MECANICO \W1;DE 1 \S1/2;\H1.4286x;” DIAM. CED 30 \A1;\W0.7;BARANDALES DE SEGURIDAD A BASE DE TUBO MECANICO \W1;DE 1 \S1/2;\H1.4286x;” DIAM. CED 30 1.00 \A1;\W0.7;CANAL CPS 6″x2″ DE 12.2 kg/m (TÍPICO) \W0.7;ESCALONES A BASE DE \W0.65;REJILLA IRVING DE 1-1/4″ STD Y \W0.7;ANGULO DE 1-1/2″ x 1/4″ A B C D E 5 5 5 5 5 2 1 5 5 5 A B C D E 5 5 5 5 5 5 5 5 1 2 \A1;\W0.70000x;PTR 3″x3″, \W0.38095; \A1;\W0.70000x;CALIBRE 9 5 5 5 5 \W0.7;ESCALONES A BASE DE \W0.65;REJILLA IRVING DE 1-1/4″ STD Y \W0.7;ANGULO DE 1-1/2″ x 1/4″ \A1;\W0.7;CANAL CPS 6″x2″ DE 12.2 kg/m (TÍPICO) 5 5 5 5 \W0.82353x;ARMADO SUPERIOR E INFERIOR \W0.82353x;A BASE DE 4 VARS. \W0.70588x;DE #4 @20cm EN AMBOS SENTIDOS DAD0 DE CONCRETO (D-1) 30X30 cm. PLANTILLA DE CONCRETO POBRE \W9.21088; \W0.82353x;ARMADO INFERIOR A BASE DE 4 VARS. \W9.39683; \W0.70588x;DE #4 @20cm EN AMBOS SENTIDOS \A1;DADO DE 30×30 cm, REFORZADO CON 4 VAR. #4 Y ESTRIBOS DE #3 @15cm DETALLE DE ZAPATA AISLADA Za-1 Y DADO D-1 Esc. 1:25 5 DETALLE DE PLACA PL-1 Esc. 1:20 ESPESOR DE PLACA BASE: 13 mm 5 5 5 5 5 5 5 5 5 5 PERNO: d19.05 mm, A-307 SOLDADURA PLACA BASE MORTERO DE NIVELACION 0.40 CONCRETO: f’c=200 ORIENTAR ANCLAJE AL CENTRO DE LA PLACA DETALLE DE PLACA PL-2 Esc. 1:20 ESPESOR DE PLACA BASE: 13 mm 5 5 5 5 5 5 5 5 PERNO: d19.05 mm, A-307 SOLDADURA PLACA BASE MORTERO DE NIVELACION 0.40 CONCRETO: f’c=200 ORIENTAR ANCLAJE AL CENTRO DE LA PLACA \A1;\W0.7;VER DETALLE DE ZAPATA Za-1 \A1;\W0.7;VER DETALLE DE DADO D-1 \A1;\W0.7;VER DETALLE DE PLACA PL-1 \A1;\W0.7;VER DETALLE DE PLACA PL-2 \A1;\W0.7;VER DETALLE DE ZAPATA Za-1 \A1;\W0.7;VER DETALLE DE DADO D-1 \A1;\W0.7;VER DETALLE DE ZAPATA Za-1 \A1;\W0.7;VER DETALLE DE DADO D-1 \A1;\W0.7;VER DETALLE DE DADO D-1 \A1;\W0.7;VER DETALLE DE PLACA PL-2 A A C C B B 5 5 \A1;\W0.7;BARANDALES DE SEGURIDAD A BASE DE TUBO MECANICO \W1;DE 1 \S1/2;\H1.4286x;” DIAM. CED 30 C D E 5 5 \A1;\W0.7;VER DETALLE DE ZAPATA Za-1 \A1;\W0.7;VER DETALLE DE DADO D-1 \A1;\W0.7;VER DETALLE DE DADO D-1 \A1;\W0.7;VER DETALLE DE PLACA PL-2 \A1;\W0.7;CANAL CPS 6″x2″ DE 12.2 kg/m (TÍPICO) \W0.7;ESCALONES A BASE DE \W0.65;REJILLA IRVING DE 1-1/4″ STD Y \W0.7;ANGULO DE 1-1/2″ x 1/4″ VISTA B-B ESCALA 1:40 VISTA A-A ESCALA 1:40 VISTA C-C ESCALA 1:40 \W0.7;DESCANSO A BASE DE REJILLA IRVING DE 1-1/4″ STD Y DE CANAL 6″ x 2″(12.2 kg/m) \W0.7;PASILLO A BASE DE REJILLA IRVING DE 1-1/4″ STD Y DE CANAL 6″ x 2″(12.2 kg/m) \W0.7;DESCANSO A BASE DE REJILLA IRVING DE 1-1/4″ STD Y DE CANAL 6″ x 2″(12.2 kg/m) \W0.7;PASILLO A BASE DE REJILLA IRVING DE 1-1/4″ STD Y DE CANAL 6″ x 2″(12.2 kg/m) 5 \W0.7;DESCANSO A BASE DE REJILLA IRVING DE 1-1/4″ STD Y DE CANAL 6″ x 2″(12.2 kg/m) \W0.7;DESCANSO A BASE DE REJILLA IRVING DE 1-1/4″ STD Y DE CANAL 6″ x 2″(12.2 kg/m) 5 5 5 5 5 5 \A1;\W0.70000x;PTR 4″x4″, \W0.38095; \A1;\W0.70000x;CALIBRE 9 5 5 \A1;\W0.7;COLOCAR BARRENANCLAS DE 5″ x 3/4 ” \A1;\W0.7;COLOCAR BARRENANCLAS DE 5″ x 3/4 ” \A1;\W0.7;COLOCAR BARRENANCLAS DE 5″ x 3/4 ” 5 \A1;\W0.7;CONTRAVIENTOS A BASE DE ANGULO 4″ x 4″ DE 12.2 kg/m