Steel Stairs DWG Detail for AutoCAD

Detail steel staircase; plants; constructive details.

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

Double anchor plate, Tubular profile, Stainless steel tube., Tensioning clamp, Tie rod, stainless steel., Steel girder, Tubular profile, Alumna esther sandoval padilla, Location city of mulchen octava region, sheet, title, Teacher guide carlos marquez diaz, scale, date, Content constructive cut, Concepcion chile, University of development, architecture facuilty, Villagran, Exp., San Martin, mission, Pantoja, except, Santa Maria, Priet, scale, Circular handrail, wood, Stainless steel tube., floating floor, Leveling foam, polyethylene, Co-worker, Car clamp bolt, Mad. Agglomerated, Steel plate, Rubber base, Beam steel profile, tubular, Steel pipe, Anchor bolt, Double deck, anchorage, wood, Circular handrail, Tie rod, stainless steel., Stainless steel tube., Tensioning clamp, Steel girder, Tubular profile, Double anchor plate, Steel girder, Anchor bolt, Tubular profile, Car clamp bolt, Co-worker, polyethylene, Leveling foam, floating floor, Tubular profile, Steel girder, Car clamp bolt, Mad. Agglomerated, Rubber base, stainless steel., Tie rod, wood, Circular handrail, anchorage, Anchor bolt, Double deck, Steel pipe, Mad. Agglomerated, Rubber base, Car clamp bolt, scale

Raw text data extracted from CAD file:

0,15 1,75 0,08 1,34 0,08 1,50 0,30 0,26 3,30 1,20 3,30 0,29 0,83 0,83 0,83 0,83 0,87 0,85 0,82 0,82 0,82 0,29 8,06 DET.1 DET.2 DET.4 1 10 9 2 3 4 5 6 12 11 7 8 DOBLE PLETINA DE ANCLAJE 10MM PERFIL TUBULAR 200X50X3MM TUBO ACERO INOX. 3MM. SUJECION TENSOR PLETINA SUJECION ACERO INOX. 5MM VIGA MAESTRA ACERO PERFIL TUBULAR 200X50X3MM 22 15 23 16 24 17 18 19 20 21 13 14 \A1;0.30 \A1;0.08 \A1;1.34 \A1;40 \A1;1.50 \A1;0.26 \A1;3.30 \A1;1.20 \A1;3.30 \A1;0.29 \A1;0.83 \A1;0.29 \A1;0.83 \A1;0.83 \A1;0.83 \A1;0.87 \A1;0.83 \A1;0.83 \A1;0.83 \A1;0.83 \A1;8.06 \A1;0.15 \A1;0.15 \A1;1.00 C E N T R O C U L T U R A L M U L C H E N Alumna : Esther Sandoval Padilla Ubicacion : Ciudad de Mulchen – Octava Región 24 LAMINA TITULO : Profesor Guia : Carlos Marquez Diaz Escala : Fecha : Noviembre, 03 de 2003 1 : 25 Contenido : Corte Constructivo CONCEPCION – CHILE UNIVERSIDAD DEL DESARROLLO FACULTAD DE ARQUITECTURA VILLAGRAN ARRIAGADA SAN MARTIN MISION PANTOJA SALVO SANTA MARIA PRIETO E S C A N T I L L O N P L A Z A Escala 1 : 25 E S C = 1 : 1 0 D E T A L L E 1 PASAMANOS CIRCULAR MADERA 80MM TUBO ACERO INOX. 15mm TUBO ACERO INOX. d50mm PISO FLOTANTE ESPUMA NIVELADORA POLIETILENO 0,2MM LOSA COLABORANTE PERNO SUJECION TIPO COCHE PLACA MAD. AGLOMERADA 20MM PLACA ACERO 5MM BASE DE GOMA 10MM VIGA ACERO PERFIL TUBULAR 50X100X2,5MM TUBO ACERO 120mm PERNO DE ANCLAJE DOBLE PLETINA DE ANCLAJE 10MM DET.3 DET.4 MADERA 80MM PASAMANOS CIRCULAR PLETINA SUJECION ACERO INOX. 5MM TUBO ACERO INOX. 3MM. SUJECION TENSOR DET.1 VIGA MAESTRA ACERO PERFIL TUBULAR 200X50X3MM PERFIL TUBULAR 200X50X3MM DOBLE PLETINA DE ANCLAJE 10MM DET.2 DET.4 1 3 2 4 5 6 7 8 9 10 11 12 13 17 15 14 16 18 19 20 21 22 23 24 VIGA MAESTRA ACERO PERNO DE ANCLAJE PERFIL TUBULAR 200X50X3MM PERFIL TUBULAR 200X50X3MM PERNO SUJECION TIPO COCHE LOSA COLABORANTE POLIETILENO 0,2MM ESPUMA NIVELADORA PISO FLOTANTE PERFIL TUBULAR 200X50X3MM VIGA MAESTRA ACERO PERNO SUJECION TIPO COCHE PLACA MAD. AGLOMERADA 20MM BASE DE GOMA 10MM 766.7883017734766 766.7883017734766 766.7883017734766 766.7883017734766 766.7883017734766 766.7883017734766 766.7883017734766 766.7883017734766 766.7883017734766 766.7883017734766 766.7883017734766 766.7883017734766 766.7883017734766 766.7883017734766 766.7883017734766 766.7883017734766 766.7883017734766 766.7883017734766 766.7883017734766 766.7883017734766 766.7883017734766 ACERO INOX. 5MM PLETINA SUJECION MADERA 80MM PASAMANOS CIRCULAR ANCLAJE 10MM PERNO DE ANCLAJE DOBLE PLETINA DE TUBO ACERO 120MM TUBO ACERO 120MM PLACA MAD. AGLOMERADA 20MM BASE DE GOMA 10MM PERNO SUJECION TIPO COCHE 766.7883017734766 766.7883017734766 747.4446093719143 D E T A L L E D E E S C A L E R A Escala 1 : 20 E S C = 1 : 5 D E T A L L E 4 D E T A L L E 5 E S C = 1 : 5 D E T A L L E 3 E S C = 1 : 5 D E T A L L E 2 E S C = 1 : 5 D E T A L L E 1 E S C = 1 : 5