Service Stairway DWG Detail for AutoCAD

Service stairway in armed concrete with constructive details

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

author: cristian walter catalan, constructive detail of service staircase, reinforced concrete, reinforced concrete, of air, the lime, poor concrete, armed, reinforced concrete, hole, door plate, finished floor, poor concrete, seat, air chamber, e.m., subsoil, e.m., l.m., e.m., first floor, plant, toilet, low level, l.m., e.m., l.m., e.m., hole, finished floor, ceramic, e.m., e.m., cut, cut, of air, common, reinforced concrete, seat, pine, common, the lime, of reinforced concrete, hole, armed, hole, of wood, plaster lime, finished floor, of reinforced concrete, hole, ceramics, of air, poor, armed, seat, finished floor, reinforced concrete, reinforced concrete, pine, hole, the lime, finished floor, finished floor, reinforced concrete, the lime

Raw text data extracted from CAD file:

±0.00 ±0.00 P=10% \A1;1.20 \A1;2.00 \A1;0.015 \A1;0.10 \A1;0.08 \A1;0.02 \A1;0.03 \A1;0.12 \A1;0.02 \A1;0.03 \A1;0.250 \A1;0.25 \A1;2.76 \A1;1.97 \A1;1.23 \A1;2.37 \A1;2.77 \A1;1.65 \A1;1.80 \A1;.89 \A1;.40 \A1;.40 \A1;.40 \A1;0.10 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 ±0.00 \A1;0.10 \A1;.80 \A1;0.10 \A1;.60 \A1;1.20 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.30 \A1;.80 \A1;0.10 \A1;1.15 \A1;.85 \A1;0.10 \A1;1.10 \A1;0.10 \A1;.70 \A1;.80 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.15 \A1;1.500 \A1;.870 \A1;1.635 \A1;2.755 cristianwc17@yahoo.com.ar Autor: Cristian Walter Catalán Detalle Constructivo de Escalera de Servicio \A1;Losa de hormigón armado +4.50 \A1;Viga de hormigón armado +1.50 -0.323780616730005 \A1;Cámara de aire \A1;Revoque a la cal Hormigón pobre \A1;Hormigón armado \A1;Losa de hormigón armado \A1;Viga de hormigón armado \A1;Ladrillo hueco 8×18×33 Puerta placa de 0.70 \A1;Baldosa 30×30 \A1;Nivel piso terminado Hormigón pobre \A1;Mortero asiento \A1;Terreno Cámara de aire -0.323780616730005 -0.323780616730005 -8.274612822807498 -8.274612822807498 11 +0.70 -8.274612822807498 E.M. A -8.274612822807498 -8.274612822807498 B +0.50 +0.30 -8.274612822807498 -8.274612822807498 10 9 -8.274612822807498 -8.274612822807498 +1.10 +1.30 +1.50 +0.90 14 13 12 15 Subsuelo -8.274612822807498 -8.274612822807498 -8.274612822807498 E.M. L.M. B E.M. Primer Piso -8.274612822807498 -8.274612822807498 Planta 6 -0.30 -0.10 +0.10 8 7 -0.50 -0.70 5 4 -8.274612822807498 -1.30 -1.10 -0.90 3 1 2 -1.50 TOILETE -8.274612822807498 -8.274612822807498 -8.274612822807498 -8.274612822807498 -8.274612822807498 -8.274612822807498 Planta Baja L.M. E.M. E.M. -8.274612822807498 -8.274612822807498 -8.274612822807498 L.M. E.M. -8.274612822807498 -0.323780616730005 \A1;Ladrillo hueco 8×18×33 A -0.323780616730005 -0.323780616730005 \A1;Nivel piso terminado \A1;Zócalo cerámico E.M. -0.323780616730005 -0.323780616730005 -0.323780616730005 -0.323780616730005 -0.323780616730005 E.M. E.M. E.M. \A1;Detalle +3.50 -0.323780616730005 -0.323780616730005 -0.323780616730005 Corte A-A +1.50 +1.10 +1.30 +0.70 +0.30 +0.50 +0.90 \A1;0.12 +0.10 -0.323780616730005 -0.70 Corte B-B -1.10 -0.90 -1.50 -1.30 \A1;Cámara de aire \A1;Ladrillo común \A1;Viga de hormigón armado +0.70 +0.50 -0.323780616730005 -0.323780616730005 +0.90 P = 39° -0.10 -0.30 -0.50 +0.10 \A1;0.30 +1.10 \A1;Mortero asiento \A1;Baldosa \A1;Varanda de pino 2″×4″ +1.30 \A1;0.20 0.12 -0.323780616730005 +0.30 \A1;0.16 \A1;Ladrillo común -0.323780616730005 -0.323780616730005 -0.323780616730005 -1.50 \A1;Revoque a la cal \A1;Viga de hormogón armado 15×40 -0.323780616730005 \A1;Ladrillo hueco 8×18×33 \A1;Hormigón armado \A1;Ladrillo hueco 8×18×33 \A1;Carpintería de madera -0.323780616730005 Revoque a la cal \A1;Nivel piso terminado \A1;Losa de hormogón armado \A1;0.03 -0.323780616730005 0.015 \A1;0.02 \A1;0.10 \A1;0.25 \A1;Ladrillo hueco 12×18×33 \A1;Baldosa cerámica 30×30 -0.323780616730005 -0.70 -0.323780616730005 -0.323780616730005 -0.323780616730005 -0.90 \A1; \A1;Cámara de aire P = 39° \A1;0.03 \A1;0.02 \A1;0.20 \A1;Hormigón pobre \A1;.50 \A1;Hormigón armado \A1;Terreno \A1;0.25 \A1;0.25 -1.30 -1.10 \A1;Mortero asiento -1.50 \A1;Nivel piso terminado +1.37 +1.50 \A1;Viga de hormigón armado -0.30 -0.50 -0.10 \A1;0.20 \A1;0.20 \A1;Losa de hormigón armado \A1;Varanda de pino 2″×4″ \A1;Ladrillo hueco 8×18×33 \A1;Revoque a la cal -0.323780616730005 +4.50 +2.70 +4.37 \A1;Nivel piso terminado -0.323780616730005 -0.323780616730005 -0.323780616730005 +4.27 +4.37 \A1;Nivel piso terminado \A1;Viga de hormigón armado 15×40 \Fisocp.shx;Losa de hormigón armado \A1;Revoque a la cal -0.323780616730005