Steel Staircase With Metal Staircase Details DWG Detail for AutoCAD

Metal staircase based IPRs; includes details of anchorages to structure through angles ; plates and screws. Railing Design screeds based .

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

goes up, waiting room, Npt, lobby, low level, top floor, Npt, stairs, waiting room, Npt, lobby, top floor, garden, sill, Ipr carrying capacity: ton, Staircase plant, scale, Round head screw, Steel sheet, Iron laminate, Round cap, paw print, camber, Anchor detail, Ipr carrying capacity: ton, welding, Staircase side elevation, scale, Stair lift, scale, Wooden railing of tzalam, sill, Soleplate base, For rail bracket with step, Of anchorage, For firm anchorage, Rail detail, anchorage, detail, High-thickness wooden zoclo, Ipr carrying capacity: ton, Round cap, Of anchorage, For firm anchorage, Reinforced concrete for stair anchorage, goes up, waiting room, Npt, lobby, low level, top floor, Npt, stairs, waiting room, Npt, lobby, top floor, garden, sill, Ipr carrying capacity: ton

Raw text data extracted from CAD file:

Sube SALA DE ESPERA NPT +4.15 NPT +0.23 VESTÍBULO Planta Baja Planta Alta 2.77807172113944 0.8498724681171552 0.0299999999992906 0.261927440607451 1.141927440607105 2.77807172113944 E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 0.2999999999992724 1.281813244448131 0.0627000001259148 E 0.4027715928659745 2.772362131916452 0.2293152134570846 NPT +2.27 Escaleras 1 SALA DE ESPERA NPT +4.15 NPT +0.23 VESTÍBULO Planta Alta 1.695062706599629 1.817271752462148 0.1084518568682142 1.334442713849057 1.817271752462375 2.045316657310423 NJ +0.00 Jardín 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 5 5 5 5 5 \A1;Soporte Vertical, Solera 2″x3/8″ \A1;Soporte Horizontal, Solera 2″x3/8″ IPR 10″x4″ (28.3 kg/m) Capacidad de Carga: 9.14 ton 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 5 0.7996633084640052 4.879999999990105 1.279999999999745 0.350253950710794 2.040317412035165 \A1;0.35 \A1;0.11 \A1;1.33 \A1;1.82 \A1;2.05 \A1;2.78 \A1;0.85 \A1;0.03 \A1;0.26 \A1;1.14 \A1;2.78 \A1;0.30 \A1;1.28 \A1;0.40 \A1;2.77 \A1;0.23 \A1;1.70 \A1;1.82 \A1;1.40 \A1;0.18 \A1;0.14 \A1;0.35 \A1;0.80 \A1;4.88 \A1;1.28 \A1;0.06 \A1;0.30 \A1;1.28 \A1;2.04 \A1;0.2 \A1;5.1 \A1;0.79 \A1;4.85 \A1;1.27 \A1;0.35 \A1;2.03 \A1;1.39 \A1;0.18 \A1;0.14 \A1;0.35 \A1;0.30 \A1;1.27 \A1;0.40 \A1;2.75 \A1;0.23 \A1;1.68 \A1;1.80 \A1;0.11 \A1;1.33 \A1;1.80 \A1;2.03 \A1;0.26 \A1;1.13 \A1;2.76 \A1;2.76 \A1;0.84 \A1;0.03 \A1;1.27 \A1;0.30 \A1;0.06 PLANTA ESCALERA ESCALA 1:20 Tornillo de cabeza redonda Lámina de de acero 3/8″ Lámina de acero 3/8″ (soporte) Casquillo redondo HUELLA PERALTE 6mm DETALLE 3: ANCLAJE IPR 10″x4″ (28.3 kg/m) Capacidad de Carga: 9.14 ton Soldadura 3/8″ Soldadura 3/8″ ALZADO LATERAL ESCALERA ESCALA 1:20 ALZADO FRONTAL ESCALERA ESCALA 1:20 Pasamanos de Madera de Tzalam 2-1/2″x1 \A1;Soporte Vertical, Solera 2″x3/8″ \A1;Soporte Horizontal, Solera 2″x3/8″ \A1;Barandal a base de Solera 2″x3/8″ \A1;Soldadura para sujeción de Barandal con Escalón \A1;Placa de 3/4″ para Anclaje \A1;Pernos para Anclaje a Firme \A1;Soldadura de 3/4″ 5 5 DETALLE 2: BARANDAL DETALLE1: ANCLAJE DETALLE 1 DETALLE 2 DETALLE 3 Zoclo de Madera de Tzalam, de 10cm de Altura y 1″ de espesor IPR 10″x4″ (28.3 kg/m) Capacidad de Carga: 9.14 ton Casquillo redondo \A1;Placa de 3/4″ para Anclaje \A1;Pernos para Anclaje a Firme \A1;Soldadura de 3/4″ \A1;Trabe de Concreto Armado (14x35cm) para anclaje de Escalera Sube SALA DE ESPERA NPT +4.15 NPT +0.23 VESTÍBULO Planta Baja Planta Alta 5 5 5 5 5 5 E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 5 5 5 E 5 5 5 NPT +2.27 Escaleras 1 SALA DE ESPERA NPT +4.15 NPT +0.23 VESTÍBULO Planta Alta 5 5 5 5 5 5 NJ +0.00 Jardín 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 5 5 5 5 5 \A1;Soporte Vertical, Solera 2″x3/8″ \A1;Soporte Horizontal, Solera 2″x3/8″ IPR 10″x4″ (28.3 kg/m) Capacidad de Carga: 9.14 ton 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 5 5 5 5 5 5