Crane Mono-Rail DWG Detail for AutoCAD

Structures – Details – Technical specifications

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

date, description, Approve, Dis .:, Approve, Const., Copper division, Rev., engineering department, M. maple, J. Good p., General drawing theme, Sub theme of the drawing, Esc .:, flat, Dis .:, Dib .:, date, Ext., And the, Proy., Soldering mm., Overlaps cm., Coating mm., Technical specifications, Corrugated steel reinforcement, Concrete f’c, M. Maple m., J. Good p., Electrical maintenance manager, Pen monoriel cap. Ton., Montage details, Reinforced concrete base, Metal, existing, elevation, plant, Ext., anchorage, concrete base, section, Lb., And the, Proy., Pl., Concrete base detail reinforced, Slab exist., Soldering mm., Overlaps cm., Coating mm., Technical specifications, Corrugated steel reinforcement, Concrete f’c, Condition existing iron

Raw text data extracted from CAD file:

N° R E V I S I O N E S FECHA DESCRIPCION APROB. R E F E R E N C I A S DIS.: APROB. CONST. Cobriza División REV. DEPARTAMENTO DE INGENIERIA M. ARCE J. BUENO P. 00-00-00 1/1 ING-0000-COB LOCALIZACION-UBICACION TEMA GENERAL DEL DIBUJO SUB TEMA DEL DIBUJO DETALLES-SECCIONES ESC.: PLANO N°: DIS.: DIB.: FECHA \A1;3,727.5 \A1;1,460 \A1;1,500 \A1;3,000 \A1;3,336 \A1;2,000 \U+2205 \A1;26° \A1;2,000 \U+2205 EXT. \A1;3,000 \A1;2,738 \A1;60 \A1;110 \A1;115 \A1;84.5 \A1;85 \A1;84.5 \A1;35 \A1;528 \A1;158 \A1;378 \A1;50 \A1;70 \A1;70 \A1;26° \A1;32 \A1;77 \A1;50 \A1;50 \A1;77 \A1;35 \A1;35 \A1;50 \A1;50 \A1;PL.1/2″ \A1;2,809.6 \A1;50 \A1;70 \A1;70 \A1;50 \A1;70 \A1;70 \A1;29 \A1;16 \A1;29 \A1;375 \A1;81 \A1;131 \A1;26° \A1;39 \A1;32 \A1;85 \A1;70 \A1;70 \A1;50 \A1;1,620 \U+2205 E.A \A1;100 proy. \A1;1,300 \A1;1,400 \A1;45°TIP. \A1;200 \A1;20 \A1;1,500 \A1;2,000 \U+2205 SOLADO : 75 mm. TRASLAPES : 1/2″d = 0.45 cm. RECUBRIMIENTO : 25 mm. fy = 4200 Kg/cm2 ESPECIFICACIONES TECNICAS REFUERZO : ACERO CORRUGADO CONCRETO : f’c = 210 Kg/cm2 M. ARCE M. J. BUENO P. 09-06-01 1/25, 12.5,10, 5 ING-0018-COB COBRIZA – MANTENIMIENTO ELECTRICO PLUMA MONORIEL CAP. 4 TON. MONTAJE – DETALLES BASE DE CONCRETO ARMADO -4322.368117095109 -4322.368117095109 -4322.368117095109 0.0 -4322.368117095109 1,000 487 0.0 \A1;ESTRUCTURA METALICA EXISTENTE 5 ELEVACION PLANTA <> d EXT. 0.0 MC-1 MC-1 MC-2 MC-2 MC-3 \A1;3-PERNOS 5/8″d \A1;6-PERNOS 5/8″d \A1;3-PERNOS 5/8″d \A1;8-PERNOS ANCLAJE 1-1/4″d BASE DE CONCRETO 487.6752578892556 487.6752578892556 487.6752578892556 487.6752578892556 487.6752578892556 487.6752578892556 487.6752578892556 487.6752578892556 487.6752578892556 487.6752578892556 487.6752578892556 487.6752578892556 487.6752578892556 487.6752578892556 487 1,000 487.6752578892556 A A SECCION A-A 487.6752578892556 487.6752578892556 487.6752578892556 487.6752578892556 487.6752578892556 487.6752578892556 487.6752578892556 487.6752578892556 487.6752578892556 10 \A1;2-Ls 2.1/2″x2.1/2″x1/2″ 487.6752578892556 3-Agujs. 11/16″d S 10 x 35 Lb. S 1O” x 5″ 6-Agujs. 11/16″d 3-Pernos 1/2″d 3-Agujs. 9/16″d MC-1 HACER-UNO 1086.284533236678 1086.284533236678 1086.284533236678 1086.284533236678 1086.284533236678 1086.284533236678 1086.284533236678 1086.284533236678 1086.284533236678 3-Agujs. 11/16″d 3-Agujs. 11/16″d 1086.284533236678 L-2″x2″x5/16″ MC-2 HACER-DOS 1531.408598879949 1531.408598879949 1531.408598879949 1,000 487 1531.408598879949 1531.408598879949 1531.408598879949 1531.408598879949 1531.408598879949 1531.408598879949 1531.408598879949 3-Agujs. 11/16″d \A1;PL.1/2″ 8 MC-3 HACER-UNO <> d E.A <> proy. 5 5 PL. 3/4″ x 2,000 d 5 10 DETALLE BASE DE CONCRETO ARMADO 0.0 \A1;NIV. LOSA EXIST. \A1;NIV. LOSA EXIST. 0.0 0.0 <> d 1/2″ d @ 250 1/2″ d @ 250 1/2″ d @ 250 1/2″ d @ 250 1/2″ d SOLADO : 75 mm. TRASLAPES : 1/2″d = 0.45 cm. RECUBRIMIENTO : 75 mm. fy = 4200 Kg/cm2 ESPECIFICACIONES TECNICAS REFUERZO : ACERO CORRUGADO CONCRETO : f’c = 210 Kg/cm2 ACONDICIONAR PLANCHA EXISTENTE