Electric Subs Tation – Norm 1 DWG Block for AutoCAD

Norm of electric sub-station

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

plant, rack, Metal, dilatation, see detail, horizontal, Team income, Plant cuts, Details, ground floor, Zone of, low voltage, Zone of, medium voltage, Cement floor, Board of, blind cover, Floor level, Cement floor, dilatation, Cement floor, Cement floor, stairs, of cat, Board of, low, tension, Zone of, half, Zone of, tension, date, April, Iron handle, Compact electrical substation, Medium voltage underground pedestal, Horizontal roof substation, horizontal, Upper floor, Dpto. Normalization costs, Digitization design in autocad, description, Concrete block, Ave., detail, removable, reviewed, drawing, scale:, archive:, approved, R.a.c., Pvc, Floor grille, Level of sidewalk, detail, Team income, of cat, Concrete block floor, Zone of, tension, low, tension, Zone of, half, Rubbed, Cement floor, stairs, detail, personal entrance, Level of sidewalk, Floor grille, C.a.ch.t., sink, Deposit, of oil, angle of, blind cover, Faith pipe Galvan., stairs, Faith pipe Galvan., Anchor angle, Cable access, Iron faith, cut, angle, cap of, sink, of oil, Deposit cover, Hinges, cut, welding, cut, anchorage, cut, cut, anchorage, Esc:, welding, Air outlet, welding, plant, see detail, detail, hinge, anchorage, welding, detail, pipeline, Pin hinge, Half reed, Pl mm, cut, Income detail, Plan

Raw text data extracted from CAD file:

\A1;1.80 \A1;2.10 \A1;0.30 \A1;0.30 \A1;0.05 \A1;0.20 \A1;2.10 \A1;0.05 \A1;2.20 \A1;0.20 \A1;0.80 \A1;3.75 \A1;3.95 \A1;1.85 \A1;0.80 \A1;0.80 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.30 \A1;2.20 \A1;0.20 \A1;2.10 \A1;3.75 \A1;1.40 \A1;0.30 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;3.75 \A1;2.70 \A1;0.90 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.20 \A1;2.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.20 \A1;1.10 \A1;2.40 \A1;0.80 \A1;0.65 \A1;3.95 \A1;0.30 \A1;2.40 \A1;2.40 \A1;3.95 \A1;1.60 \A1;0.15 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.15 \A1;0.65 \A1;0.15 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.15 \A1;2.10 \A1;0.30 \A1;0.15 \A1;0.20 \A1;0.80 \A1;0.15 \A1;0.80 \A1;0.30 \A1;0.50 \A1;1.90 \A1;0.25 \A1;0.05 \A1;0.25 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.14 \A1;0.30 \A1;0.30 \A1;1.90 \A1;0.30 \A1;1.90 \A1;0.20 \A1;0.20 \A1;1.64 \A1;0.30 \A1;0.33 \A1;0.90 \A1;0.05 \A1;0.05 \A1;0.25 \A1;0.82 \A1;0.83 \A1;0.80 3 1 2 5 5 5 5 5 5 PLANTA SUB-PISO REJILLA METALICA 5 5 5 5 5 5 5 5 3 2 1 5 5 5 5 5 5 5 5 P1 Dilatación 1/2″ P1 5 5 5 5 5 VER DETALLE N° 2 2.10 HORIZONTAL INGRESO DE EQUIPO <> 0.30 0.30 0.30 0.30 0.30 4 0.30 0.30 Planta y Cortes Detalles 2.5 0.5 1,5 0 1,0 0 2,0 PLANTA PISO 5 4 S/C=3.0TN 5 5 ZONA DE BAJA TENSIÓN ZONA DE MEDIA TENSIÓN NPT.-3.05 Piso Cemento Piso Cemento NPT.-3.25 3 5 1 2 4 5 P1 P1 Junta de 5 5 5 5 5 5 5 3 (1.90×1.40m) (VER DETALLE) TAPA CIEGA NIVEL DE PISO 2 1 NPT.-2.35 Piso Cemento 5 5 5 5 P1 Dilatación 1/2″ Piso Cemento 5 5 NPT.-2.425 5 NPT.-2.425 Piso Cemento 5 ESCALERA DE GATO Junta de 5 5 5 5 4 BAJA TENSIÓN ZONA DE MEDIA ZONA DE TENSIÓN 5 P1 1 1/2″x1 1/2″x1/8″ Fecha ABRIL 2005 DNC-253 DNC-253.DWG P1 P1 P1 5 5 5 5 5 5 2.10 TIRADOR DE FIERRO 1/2″ Matricula/Referencia SUBESTACIÓN ELÉCTRICA COMPACTA PEDESTAL SUBTERRANEA MEDIA TENSIÓN SUBESTACIÓN 3.95m x 2.40m – TECHO HORIZONTAL HORIZONTAL PLANTA SUPERIOR Dpto. Normalización y Costos 3,5m 4,0 m 3,0 1 R/M Diseño y Digitalización en Autocad Descripción 0.10 5 BLOQUE DE CONCRETO C.R.A. DETALLE N° 2 DESMONTABLE Revisado (Arquitectura – Distribución) Dibujo Escala: Archivo: S/E Aprobado R.A.C. 0.30 PVC Ø 3/4″ 0.15 0.10 4 (4 LADOS) 0.20 0.15 5 5 5 P1 REJA DE PISO A 5 5 5 NIVEL DE VEREDA (VER DETALLE 2b INGRESO DE EQUIPO 5 1 2 3 5 5 P1 P1 5 S/C=3.0TN 5 5 DE GATO NPT.± 0.00 Piso Bloque Concreto 5 5 ZONA DE TENSIÓN BAJA TENSIÓN ZONA DE MEDIA 4 Frotachado Piso Cemento NPT.±0.00 ESCALERA (VER DETALLE INGRESO) INGRESO DE PERSONAL NIVEL DE VEREDA REJA DE PISO A 2 1 3 5 C.A.CH.T. SUMIDERO DEPOSITO DE ACEITE 5 3% 6 6 2% ANGULO DE 5 5 5 TAPA CIEGA 5 5 TUBO FE. GALVAN. d1-1/2″ 5 5 <> ESCALERA 5 TUBO FE. GALVAN. d 1″ ANCLA DE ANGULO “L” d 1″X1″ 5 5 5 ACCESO A CABLES PLANCHA Fe 0.80X0.80 e=1/4″ 5 A A CORTE A-A ANGULO “L” 1″X1″x3/16″ 5 5 TAPA DE SUMIDERO DE ACEITE TAPA DEPOSITO 5 5 PL 3/4″x1/8″ “L” 1″x1″x1/8″ “L” 1″x1″x1/8″ 5 5 5 5 “L” 1″x1″x1/8″ PL 3/4″ x 1/8″ “L” 1″x1″x1/8″ BISAGRAS CORTE 12 – 12 “T” 1 1/2″ x 1 1/2 ” x 3/16″ SOLDADURA CORTE 9 – 9 ANCLAJE CORTE 10 – 10 PL 2″ x 3/16″ PL 2″ x 3/16″ CORTE 8 – 8 ANCLAJE ESC: 1:2 SOLDADURA 5 3/4″ x 3/4″ x 1/8″ “L” 1 1/2″ x 1 1/2″ x 3/16″ REJILLA-INGRESO HOMBRE, SALIDA AIRE SOLDADURA PLANTA VER DETALLE 0.25 9 11 10 10 8 8 11 9 5 “L” 3/4″ x 3/4″ x 1/8″ * DETALLE PL 3/4″ x 3/16″ PL 1/2″ x 1/8″ “L” DE 1 1/2 x 1 1/2″ x 3/16″ 12 12 BISAGRA 1 1/2″ x 1 1/2″ x 3/16″ ANCLAJE SOLDADURA * DETALLE TUBERIA 3″ BISAGRA PIN d1/4″ MEDIA CAÑA PL 1/4″ x 3/16″ c/25 mm “T” 1 1/2″ x 1 1/2″ x 3/16″ CORTE 11 – 11 0.80 DETALLE INGRESO DE PLANO DNC-255)