Electrical Sub Station DWG Block for AutoCAD

Electrical Sub Station DWG Block for AutoCAD

ARCHITECTURE PLANNING AND STRUCTURES OF AN ELECTRICAL SUB STATION; WITH A MINIMUM SIZE REQUIRED

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

Concrete shelving, Done on site, Brownish colored, wood, Polished cement floor, Ministry of Education, Republic of Peru, N.m., Polished cement floor, ceramic, sand color, principal, Republic of Peru, Ministry of Education, Detail grounding well, Esc:, Treated with, Moist soil, Driver rod, Ab type connection, Compacted each, Grounding electrode, copper, Wiring, Copper conductor nude, Type connector, With extraction handle, Removable reinforced concrete cap, Concrete of, Mm. D., cable, Floor of cº, Ventilation duct, ventilation grill, Tube fºgº downward from pmi, Post c.a.c, Of underground cable installation of pmi s.e., running, Shoe, Colored cement floor, Electrical control house, Rainfall, Tf board, Pmi, Shoe detail, Npt, concrete, Affirmed, Overcoming, Affirmed, C: h, Sole, Beam projection, Box of beams, scale, E.g., Pronaa, Brick kk headgear, cable, ventilation grill, passage, Ramis, avenue, Sun, Sports platform, Primary level, natural terrain, Compacted, Shoe projection, scale, detail, Zapata p.g., Estr.d, natural terrain, Compacted, Shoe projection, Npt., beam, Sef, running, Npt., Npt., Ministry of Education, Republic of Peru, Shoe detail, Npt, concrete, Affirmed, Affirmed, C: h, Sole, Npt., Npt., Npt., Npt., sidewalk, Npt., Npt., Npt., Npt., natural terrain, Compacted, Shoe projection, scale, Foundation, E.g., Overrun, Brick kk headgear, scale, Structural section, Box of beams, section, detail, steel, Stirrups, Column table, section, steel, Stirrups, See det., idem, cut, Esc, Npt., Npt., Shed plant, Esc., cut, Esc., cut, Esc., Rear facade, Esc., Left side facade, Esc., Right side façade, Esc., Grid type window, scale, variable, Platinum, angle, angle, cut, anchorage, column, Wall, Hinges, Laf iron, Angle frame, Paint according to specifications, Lubricated with grease, Paint according to specifications, both faces, fixed, anchorage, angle, cut, Electro welded pipe, square, angle, Electro welded pipe, square, angle, Laf iron, Paint both sides, Platinum, Electro welded pipe, square, cut, Electro welded pipe, square, Electro welded pipe, square, Electro welded pipe, square, cut, variable, angle, Platinum, angle, Grid type window, scale, Platinum, angle, Npt., Npt., main facade, Esc., Metal door lift, scale, Electro welded pipe, square, angle, Electro welded pipe, square, angle, hits, lock, Heavy plate, angle, Laf iron, Paint both sides, Platinum, Npt., Beam goes

Raw text data extracted from CAD file:

# ESTANTERIA DE CONCRETO HECHA EN OBRA COLOREADO Y BRUNADO Madera (Clima frio) PISO DE CEMENTO PULIDO MINISTERIO DE EDUCACION REPUBLICA DEL PERU \A1;16.20 \A1;18.00 N.M. 18.0 16.19999144971371 PISO DE CEMENTO PULIDO CERÁMICO .30X.20 COLOR ARENA \W1.9;\T1.05;\LELEVACION PRINCIPAL (1) \W1.9;\T1.05;ESC: 1/50 A REPUBLICA DEL PERÚ MINISTERIO DE EDUCACION \A1;,20 \A1;,40 \A1;,80 \A1;2,80 \A1;,13 \A1;,13 \A1;,08 \A1;,20 DETALLE POZO DE PUESTA A TIERRA ESC: 1/50 TRATADA CON 5Kg THOR-GEL TIERRA VEGETAL CERNIDA Y HUMEDECIDA VARILLA CONDUCTOR CONEXION TIPO AB Y COMPACTADA CADA 0.30m ELECTRODO DE PUESTA A TIERRA COBRE d15x2400mm DE 35 mm2, CABLEADO CONDUCTOR DE COBRE DESNUDO CONECTOR TIPO AB.(BRONCE) CON MANIJA DE EXTRACCION DE F° DE d1/4" 0,40x0,40x0,06m TAPA REMOVIBLE DE CONCRETO ARMADO 1x35mm2-d3/4"PVC-SAP CONCRETO DE 175 Kg/cm 2 0.40 0.80 1.10 1.60 PVC-P 100 mm. D. CABLE N2XSY 3-1x35 mm2. SOLADO DE Cº 0.10 DUCTO DE VENTILACION REJILLA DE VENTILACION TUBO FºGº BAJADA DE PMI POSTE C.A.C 13/400 \LDETALLE DE INSTALACION DE CABLE SUBTERRANEO DE PMI A S.E. \A1;4.53 \A1;.25 \A1;4.28 \A1;.25 \A1;3.10 \A1;.25 \A1;2.58 \A1;.25 \A1;.25 \A1;1.88 \A1;2.40 \A1;.25 \A1;4.53 \A1;3.35 \A1;.25 \A1;.25 \A1;.30 \A1;.10 \A1;.50 \A1;.10 \A1;.40 \A1;Cimiento Corrido = .60 \A1;.25 \A1;.10 \A1;.60 \A1;.25 \A1;Sobrecimeinto .60 \A1;1.20 \A1;.25 \A1;.30 \A1;1.50 \A1;3.30 \A1;.20 \A1;1.00 \A1;4.50 \A1;3.30 \A1;.20 \A1;1.00 \A1;4.50 \A1;3.26 \A1;.20 \A1;1.00 \A1;4.46 \A1;3.30 \A1;.20 \A1;1.00 \A1;4.50 \A1;3.11 \A1;.20 \A1;1.00 \A1;4.31 \A1;.30 \A1;1.20 \A1;.60 \A1;.60 \A1;3.35 \A1;4.78 \A1;3.26 \A1;.20 \A1;1.00 \A1;4.46 \A1;3.30 \A1;.20 \A1;1.00 \A1;4.50 \A1;3.35 \A1;.60 \A1;1.55 \A1;.20 \A1;2.05 \A1;Sub Zapata = .30 \A1;.50 \A1;.70 \A1;1.00 \A1;3.96 \A1;.20 \A1;.60 \A1;.68 \A1;1.50 \A1;.68 \A1;3.95 \A1;3.10 \A1;.25 \A1;2.85 \A1;.25 \A1;.25 \A1;4.28 \A1;.25 \A1;4.53 \A1;.95 \A1;.95 \A1;.60 \A1;.60 \A1;.60 \A1;5.23 \A1;5.98 \A1;3.26 \A1;.20 \A1;1.00 \A1;4.46 \A1;3.30 \A1;.20 \A1;1.00 \A1;4.50 \A1;1.55 \A1;.20 \A1;2.05 \A1;.60 \A1;3.35 \A1;.60 \A1;4.28 \A1;1.87 \A1;1.46 \A1;1.50 \A1;1.20 \A1;.15 \A1;1.00 \A1;.91 \A1;5.40 \A1;2.55 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 2 1 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 A B -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 PISO DE CEMENTO COLOREADO CASETA DE CONTROL SISTEMA ELECTRICO P1 V1 -1167.594640079394 -1167.594640079394 -1167.594640079394 BAJADA DE LLUVIA BAJADA DE LLUVIA 1 2 A A B B 8 1 4A 1.10 2.00 5 9 A TABLERO DE TF 7 3-1x35 mm2 N2XSY, 8.7/15kV. PMI 13/400 DETALLE DE ZAPATA d1/2"@.20 2d3/8" NPT -1167.594640079394 CONCRETO -1167.594640079394 \A1;1.05 -1167.594640079394 -1167.594640079394 AFIRMADO \A1;2.05 f'c=210 Kg/cm2 SOBRECIMIENTO AFIRMADO -1167.594640079394 (Tipico) C:H 1:12 SOLADO \A1;1.00 \A1;0.25 \A1;0.25 \A1;1.55 PROYECCION DE VIGA CUADRO DE VIGAS 4 Ø 1/2" 1 RTO@.20 d3./8":1@.05,3@.10, V-1 \A1;.25 \A1;.20 2Ø1/2" 2Ø1/2" 10 ESCALA : 1/25 -1167.594640079394 -1167.594640079394 -1167.594640079394 \A1;Sub Cimiento^JConcreto 1:12 + 30% P.G. -1167.594640079394 -1167.594640079394 CC-1 \A1;JARDIN -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 \A1;NTN PRONAA -1167.594640079394 \A1;MURO DE LADRILLO KK APAREJO DE CABEZA 2 1 CABLE N2XSY 3-1x35 mm2 8.7/15kV 7 6 5 1 3 2 4A 12 B A 4 1.40 0.30 0.40 0.30 0.40 11 7 5 8 -1167.594640079394 B 2 3 1 1.40 0.30 0.30 0.40 0.40 REJILLA DE VENTILACION 1.10x1,10 m -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 B A -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 PASAJE RAMIS AVENIDA EL SOL PLATAFORMA DEPORTIVA NIVEL PRIMARIA -1167.594640079394 -1167.594640079394 B A -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 B A -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 d1/2" @0.20 1d1/2" @0.20 -1167.594640079394 d3/8" @0.20 TERRENO NATURAL COMPACTADO PROYECCION DE ZAPATA PROYECCION DE ZAPATA -1167.594640079394 -1167.594640079394 -1167.594640079394 ESCALA : 1/25 DETALLE \A1;Sub zapata CºCº= 1:12 + 30% P.G. -1167.594640079394 \A1;Ø 3/8" @0.20 -1167.594640079394 -1167.594640079394 Z-6 - C-5 \A1;JARDIN \A1;Estribo de ^JMontaje Ø 3/8" @ .30 \A1;C-5(0.25 x 0.25) 4d 1/2"+ 2 d3/8", Estr.d \S1/4;" 1@0.05, 3@.10, 4@.15, rsto@0.20 V-101 \A1;N.T.N. -1167.594640079394 C C -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 A B -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 1 2 V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) 1d3/8" 1d1/2" -1167.594640079394 1d3/8" -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 B A -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 B A -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 d1/2" @0.20 1d1/2" @0.20 -1167.594640079394 d3/8" @0.20 TERRENO NATURAL COMPACTADO PROYECCION DE ZAPATA PROYECCION DE ZAPATA -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 -1167.594640079394 A A A A \A1;3.55 \A1;5.50 C-1 \A1;1.35 A A A A C-1 C-1 C-1 C-1 C-1 C-1 Z-1 Z-1 Z-1 Z-1 B B B B \A1;1.00 \A1;2.55 \A1;1.00 -1167.594640079394 \A1;2.10 2.10 \A1;1.00 \A1;1.35 A B 1 2 3 \A1;2.55 \A1;5.50 -1167.594640079394 -1167.594640079394 -1167.594640079394 NPT. NPT. NPT. NPT. NPT. NPT. NPT. NPT. NPT. NPT. A VIGA V-1 Sef \A1;.30 \A1;.10 \A1;.50 \A1;.10 \A1;.40 \A1;2.75 \A1;.25 \A1;1.47 \A1;.25 \A1;.25 \A1;1.27 \A1;.25 \A1;.25 \A1;3.00 \A1;.25 \A1;.25 \A1;2.50 \A1;2.76 \A1;.20 \A1;1.00 \A1;4.36 \A1;4.32 \A1;2.47 \A1;.20 \A1;1.00 \A1;4.17 \A1;4.36 \A1;3.16 \A1;.20 \A1;1.00 \A1;4.36 \A1;3.30 \A1;.20 \A1;1.00 \A1;4.50 \A1;1.50 \A1;.40 \A1;.50 \A1;2.47 \A1;.20 \A1;1.00 \A1;.50 \A1;2.76 \A1;.20 \A1;1.00 \A1;.40 \A1;3.26 \A1;.20 \A1;1.00 \A1;4.46 \A1;3.30 \A1;.20 \A1;1.00 \A1;4.50 \A1;1.55 \A1;.20 \A1;2.05 \A1;Cimiento Corrido = .60 \A1;.25 \A1;.10 \A1;.60 \A1;.25 \A1;Sobrecimeinto .60 \A1;1.20 \A1;.25 \A1;.30 \A1;1.50 \A1;.15 \A1;.20 \A1;2.76 \A1;.20 \A1;1.00 \A1;4.36 \A1;4.32 \A1;.40 \A1;2.62 \A1;.20 \A1;1.00 \A1;.50 \A1;1.03 \A1;1.26 \A1;2.76 \A1;.20 \A1;1.00 \A1;4.36 \A1;4.32 \A1;.40 \A1;2.66 \A1;.20 \A1;1.00 \A1;.50 \A1;VARIABLE \A1;.40 \A1;.70 \A1;VARIABLE \A1;.60 \A1;1.50 \A1;.20 \A1;.30 \A1;.50 \A1;5.00 \A1;2.45 \A1;2.97 \A1;.20 \A1;1.00 \A1;4.17 \A1;4.36 \A1;3.16 \A1;.20 \A1;1.00 \A1;2.75 \A1;.25 \A1;1.47 \A1;.25 \A1;.25 \A1;2.13 \A1;.25 \A1;.25 \A1;3.00 \A1;.25 \A1;.25 \A1;2.50 \A1;2.38 \A1;1.03 \A1;2.13 \A1;2.37 \A1;5.00 3 1 -1167.501764824327 -1167.501764824327 -1167.501764824327 -1167.501764824327 A B -1167.501764824327 -1167.501764824327 -1167.501764824327 -1167.501764824327 P1 -1167.501764824327 -1167.501764824327 -1167.501764824327 A A -1167.501764824327 B -1167.501764824327 2 -1167.501764824327 -1167.501764824327 -1167.501764824327 -1167.501764824327 NPT. NPT. NPT. NPT. \A1;2.10 \A1;3.70 \A1;1.00 \A1;1.52 \A1;1.73 \A1;1.00 \A1;1.00 \A1;1.00 \A1;4.38 \A1;2.75 \A1;.25 \A1;2.75 \A1;.25 \A1;.25 \A1;4.50 \A1;.25 \A1;4.75 \A1;3.60 \A1;.95 \A1;.95 \A1;.60 \A1;.60 \A1;.60 \A1;6.20 \A1;2.75 \A1;.25 \A1;1.47 \A1;.25 \A1;.25 \A1;2.13 \A1;.25 \A1;.25 \A1;3.00 \A1;.25 \A1;.25 \A1;2.50 \A1;2.38 \A1;1.03 \A1;2.13 \A1;2.37 \A1;5.00 3 1 -1167.501764824327 -1167.501764824327 -1167.501764824327 -1167.501764824327 A B -1167.501764824327 -1167.501764824327 -1167.501764824327 -1167.501764824327 P1 -1167.501764824327 -1167.501764824327 -1167.501764824327 A A -1167.501764824327 B -1167.501764824327 2 -1167.501764824327 -1167.501764824327 -1167.501764824327 -1167.501764824327 NPT. NPT. NPT. NPT. \A1;.95 \A1;.95 \A1;1.50 MINISTERIO DE EDUCACIÓN REPÚBLICA DEL PERÚ \A1;.50 \A1;.40 \A1;.10 \A1;.81 \A1;.50 \A1;.50 \A1;.10 \A1;.50 \A1;3.29 \A1;.20 \A1;1.73 \A1;1.50 \A1;1.00 \A1;1.00 \A1;.20 \A1;.20 \A1;1.40 \A1;1.30 \A1;1.00 \A1;.60 DETALLE DE ZAPATA d1/2"@.20 2d3/8" NPT .30 CONCRETO 5 \A1;1.05 5 5 AFIRMADO \A1;2.05 AFIRMADO 5 (Tipico) C:H 1:12 SOLADO \A1;1.00 \A1;0.25 \A1;0.25 \A1;1.55 NPT. 4 1 5 5 5 5 A B 5 5 5 5 NPT. P1 5 5 5 A A 5 B B NPT. A B NPT. NPT. 5 5 5 5 VEREDA 5 NPT. 1 4 5 5 5 5 NPT. 5 NPT. NPT. NPT. 1 4 5 5 5 5 5 5 5 5 NPT. 5 5 5 5 5 5 5 5 5 5 5 B A 5 5 5 5 5 5 5 5 B A 5 5 d1/2" @0.20 5 d3/8" @0.20 TERRENO NATURAL COMPACTADO PROYECCION DE ZAPATA PROYECCION DE ZAPATA 5 ESCALA : 1/25 Cimiento Corrido = <> 5 5 \A1;Sub Cimiento^JConcreto 1:12 + 30% P.G. 5 5 CC-1 Sobrecimeinto <> 1.20 5 5 5 \A1;MURO DE LADRILLO KK APAREJO DE CABEZA 5 2 ESCALA : 1/50 SECCION ESTRUCTURAL Y-Y CUADRO DE VIGAS 4 Ø 1/2" 1 RTO@.20 d3./8":1@.05,3@.10, V-1 \A1;.25 \A1;.20 2Ø1/2" 2Ø1/2" SECCION DETALLE ACERO ESTRIBOS CUADRO DE COLUMNAS SECCION ACERO ESTRIBOS 1 º 2 º C-1 0.25x0.25 4 Ø 5/8" CA-1 0.15x0.15 2 Ø 3/8" Ver Det. IDEM 4d3/8" 1/4"d:1@.05, 8@.10,Rto.@.20 5 CORTE 1-1 5 ESC 1/25 5 A B NPT. NPT. 5 5 5 5 5 5 5 5 5 5 5 5 2 A B NPT. NPT. 5 5 5 5 5 5 5 5 5 5 PLANTA DE CASETA ELECTRICA \W8.78903; ESC. 1/50 CORTE B-B \W8.78903; ESC. 1/50 CORTE A-A \W8.78903; ESC. 1/50 FACHADA POSTERIOR \W8.78903; ESC. 1/50 FACHADA LATERAL IZQUIERDA \W8.78903; ESC. 1/50 FACHADA LATERAL DERECHA \W8.78903; ESC. 1/50 5 d3/8" @0.20 d3/8" @0.20 VENTANA DE REJILLA TIPO "A" ESCALA : 1/25 VARIABLE PLATINA DE 1"X1/8" 5 ANGULO 1/8"x1"x1" 1/8"x1"x1" ANGULO CORTE B-B .70 Anclaje COLUMNA MURO 4 Bisagras 4" Plancha LAF 1/16" Marco angulo 1"x1"x1/8" PINTAR SEGUN LAS ESPECIFICACIONES LUBRICADA CON GRASA PINTAR SEGUN ESPECIFICACIONES PINTAR SEGUN ESPECIFICACIONES ambas caras Fijo Fijo Anclaje Angulo 1"x1"x1/8" CORTE A-A TUBO ELECTROSOLDADO CUADRADO 1 1/2"X1 1/2"X 1.5mm ANGULO 1/8"x1 1/2"X1 1/2" TUBO ELECTROSOLDADO CUADRADO 1"X1"X 1.5mm 1/8"x3/4"X3/4" ANGULO PLANCHA LAF 1/16" PINTAR AMBAS CARAS PLATINA DE 1"X1/8" TUBO ELECTROSOLDADO CUADRADO 1"X1"X 1.5mm CORTE B-B TUBO ELECTROSOLDADO CUADRADO 1 1/2"X1 1/2"X 1.5mm TUBO ELECTROSOLDADO CUADRADO 1 1/2"X1 1/2"X 1.5mm TUBO ELECTROSOLDADO CUADRADO 1"X1"X 1.5mm \A1;JARDIN \A1;NTN A A CORTE A-A VARIABLE 5 ANGULO 1/8"x1"x1" PLATINA DE 1"X1/8" 1/8"x1"x1" ANGULO A A VENTANA DE REJILLA TIPO "B" ESCALA : 1/25 PLATINA DE 1"X1/8" ANGULO 1/8"x1"x1" 5 5 1 4 5 5 5 5 NPT. 5 NPT. 5 5 5 2 FACHADA PRINCIPAL \W8.78903; ESC. 1/50 1 4 2 A B C-1 Z-1 C-1 Z-1 C-1 Z-1 5 5 5 5 5 5 C-1 Z-1 5 5 Y Y 5 5 5 5 5 A B 5 5 5 5 5 1 2 V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) 5 5 5 5 5 5 VA - 0.15x0.20 VA - 0.15x0.20 1 1 1 1 VA - 0.15x0.20 1 1 1d3/8" 1d1/2" 5 1d3/8" 5 ELEVACION PUERTA METALICA ESCALA : 1/25 TUBO ELECTROSOLDADO CUADRADO 1 1/2"X1 1/2"X 1.5mm ANGULO TUBO ELECTROSOLDADO CUADRADO 1 1/2"x1 1/2"x1/8" 1 1/2"x1 1/2"X1/8 ANGULO 1/8"x1"x1" M=2.30 2 golpes Cerradura chapa Pesada 1/8"x3/4"X3/4" ANGULO PLANCHA LAF 1/27" PINTAR AMBAS CARAS PLATINA DE 1"X1/8" 1.50 B B A A C-1 C-1 V-1 (.25x.20) V-1 (.25x.20) 4 Ø 5/8" \A1;.25 \A1;.25 2 Ø 3/8 " \A1;.15 \A1;.15 Ø 1/4" 1@0.05, 4 @0.10 Resto@0.25 Ø 3/8 " 1@0.05, 6 @0.10 Resto@0.25 5 5 5 5 5 5 5 5 5 NPT. 5 2 3 5 3 5 3 3 5 5 C-1 C-1 5 5 5 5 5 5 VIGA VA CA-1 CA-1

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	alta tensão, architecture, autocad, beleuchtung, block, détails électriques, detalhes elétrica, DWG, electrical, electrical details, elektrische details, haute tension, high tension, hochspannung, iluminação, kläranlage, l'éclairage, la tour, lighting, minimum, planning, required, size, Station, structures, torre, tower, treatment plant, turm