Stadium DWG Block for AutoCAD

STADIUM

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

description, item, length, cant, observac., unit., total, weight, material, ground, flush, ground, partial, to the origin, profiles, alignments, distances, ordered, e.vertical:, e.horizontal:, street axis, straight, curve, ground, flush, flush, ground, partial, to the origin, profiles, alignments, distances, ordered, street axis, straight, curve, ground, flush, flush, ground, partial, to the origin, profiles, alignments, distances, ordered, street axis, straight, curve, ground, flush, flush, ground, partial, to the origin, profiles, alignments, distances, ordered, street axis, straight, curve, ground, flush, flush, ground, partial, to the origin, profiles, alignments, distances, ordered, street axis, straight, curve, ground, flush, flush, ground, partial, to the origin, profiles, alignments, distances, ordered, street axis, straight, curve, flush, flatness, draft, ground, partial, to the origin, profiles, alignments, distances, ordered, street axis, straight, curve, pending, clearance, embankment, draft, ground, natural, ground, cleared, draft, ground, partial, to the origin, profiles, alignments, distances, ordered, street axis, straight, curve, pending, clearance, embankment, draft, flush, flatness, ground, natural, ground, cleared, ground, flush, flush, ground, partial, to the origin, profiles, alignments, distances, ordered, street axis, straight, curve, pending, clearance, embankment, draft, ground, flush, flush, ground, partial, to the origin, profiles, alignments, distances, ordered, street axis, straight, curve, pending, clearance, embankment, draft, ground, flush, flush, ground, partial, to the origin, profiles, alignments, distances, ordered, street axis, straight, curve, pending, clearance, embankment, draft, ground, flush, flush, ground, partial, to the origin, profiles, alignments, distances, ordered, street axis, straight, curve, pending, clearance, embankment, draft, ground, flush, flush, ground, partial, to the origin, profiles, alignments, distances, ordered, street axis, straight, curve, east plaza, mercedes, av. Simon Bolivar, street forest, west tribune under construction, athletic track, Athletics, south square, ticket offices, parking yard service, Main income, aisle, entry, south tribune, projection of, flat loft mojave, Athletics, green area, burnished cement floor, athletic track, green area, concrete floor m., tank, high, tank tank, abast. drinking water, tank tank, abast. irrigation water, n.p.t., n.p.t., n.p.t., existing tribune, karate, table tennis chess, taekwondo, fitness center, ss.hh., group, electrogen, sub, station, n.p.t., of metal halide, false ceiling tecnopanel cc, Precor, beam, belt of, variable beam, pendola, diagonal tc, channel, precor similar, vig. tors bracing, false ceiling technopanel cc similar, vig. tors bracing, circular tube, variable rectangular concrete base, diagonal mooring tc, steel core cable, steel core cable, pendola, precor prepainted, vig. tors bracing, side, circular tube, vig. bracing t.c., existing wall shaft, new wall shaft, new wall shaft, new wall shaft, new wall shaft, axis of symmetry, structure, axis of symmetry, structure, bow lower level, of Arc, circular, diagonal mooring tc, circular, pendola, saw

Raw text data extracted from CAD file:

NM 1.59 1.25 1.25 1.25 1.25 1.25 1.25 8.27 1.38 1.38 1.38 1.38 15.71 3.00 10.29 26.00 1.25 1.25 8.95 10.29 15.71 3.39 122.70 9.40 9.40 9.40 9.40 .50 .50 .50 .50 61.60 2.80 2.80 3.60 9.90 3.60 4.89 1.81 3.60 6.78 2.80 2.80 3.60 126.97 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 9.50 9.50 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 9.50 9.50 7.50 4.13 6.25 4.13 8.27 10.02 7.50 4.13 6.25 4.13 10.02 3.00 126.97 142.20 1.50 1.50 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 .40 .40 9.50 9.50 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 9.50 9.50 7.50 4.13 6.25 4.13 8.27 10.02 7.50 4.13 6.25 4.13 8.27 10.02 3.00 22.02 22.61 1.25 1.25 1.25 1.25 1.25 1.25 1.38 1.38 1.38 1.38 1.38 1.38 1.25 1.25 1.25 1.25 1.25 15.71 10.29 26.00 8.50 123.20 5.60 5.60 5.60 5.60 5.60 5.60 9.50 5.60 5.60 5.60 5.60 5.60 5.60 5.60 61.60 5.60 5.60 5.60 5.60 9.50 5.60 5.60 61.60 5.60 5.60 3.98 3.23 7.21 1.90 5.60 1.90 61.60 61.60 15.71 10.29 142.20 9.50 9.50 3.50 1.25 1.25 1.38 1.25 1.25 1.25 1.38 1.38 71.10 71.10 15.71 10.29 61.60 61.60 9.50 9.50 \A1;3.30 \A1;2.50 \A1;2.50 \A1;.80 \A1;4.65 \A1;2.50 \A1;.30 \A1;2.20 \A1;.30 \A1;4.65 \A1;2.40 \A1;8.50 \A1;.30 \A1;8.95 \A1;.20 \A1;4.60 \A1;.30 \A1;2.20 \A1;3.00 \A1;.30 \A1;3.30 \A1;.30 \A1;1.03 \A1;2.20 \A1;2.80 \A1;2.40 \A1;3.60 \A1;.30 \A1;3.00 \A1;1.80 \A1;1.20 \A1;5.40 \A1;4.15 \A1;3.30 \A1;1.40 DESCRIPCION ITEM LONGITUD CANT. OBSERVAC. UNIT. TOTAL PESO MATERIAL 56° 56° 56° 56° \A1;.74 \A1;1.00 \A1;2.40 \A1;3.74 \A1;.30 \A1;.30 \A1;.30 \A1;6.53 \A1;2.05 \A1;1.53 \A1;.23 3.74 3.74 7.58 6.78 10.00 10.00 \A1;.30 \A1;2.20 \A1;.30 \A1;1.26 \A1;2.33 \A1;5°39′ 6.53 2.79 2.79 6.53 2.79 4.89 1.81 3.74 3.74 6.53 2.79 6.53 1.26 2.33 1.26 2.33 \A1;1.40 \A1;1.40 \A1;.80 \A1;4.97 \A1;3.50 \A1;76°48′ \A1;65°22′ \A1;2.25 \A1;VARIABLE \A1;0.20 34° 56° 68° 56° 56° 68° 34° 56° 68° 56° 68° \A1;2.20 \A1;.10 \A1;.10 Lv= D= Cv= Rv= Cr= PK Lv= D= Cv= Rv= Cr= PK Lv= D= Cv= Rv= Cr= PK Lv= D= Cv= Kv= Cr= PK Lv= D= Cv= Kv= Cr= PK Lv= D= Cv= Kv= Cr= PK Lv= D= Cv= Kv= Cr= PK Lv= D= Cv= Rv= Cr= PK TERRENO RASANTE RASANTE TERRENO PARCIALES AL ORIGEN PERFILES ALINEACIONES DISTANCIAS ORDENADAS E.VERTICAL: 1/100 E.HORIZONTAL: 1/1000 PERFIL-A EJE CALLE B RECTA 25.25m CURVA Nº1 L=15.5m A=93.956g R=10.5m TERRENO RASANTE 101.00 102.00 100.00 103.00 104.00 RASANTE TERRENO PARCIALES AL ORIGEN PERFILES ALINEACIONES DISTANCIAS ORDENADAS E.VERTICAL:1/100 E.HORIZONTAL:1/1000 105.00 106.00 107.00 108.00 A-1 109.00 110.00 PERFIL-A EJE CALLE B RECTA 25.25m CURVA Nº1 A=93.956g L=15.5m R=10.5m TERRENO RASANTE 102.00 104.00 100.00 106.00 108.00 RASANTE TERRENO PARCIALES AL ORIGEN PERFILES ALINEACIONES DISTANCIAS ORDENADAS E.VERTICAL:1/200 E.HORIZONTAL:1/2000 110.00 112.00 114.00 116.00 A-1 118.00 120.00 PERFIL-A EJE CALLE B RECTA 25.25m CURVA Nº1 A=93.956g L=15.5m R=10.5m TERRENO RASANTE 104.00 108.00 100.00 112.00 116.00 RASANTE TERRENO PARCIALES AL ORIGEN PERFILES ALINEACIONES DISTANCIAS ORDENADAS E.VERTICAL:1/400 E.HORIZONTAL:1/4000 120.00 124.00 128.00 132.00 A-1 136.00 140.00 PERFIL-A EJE CALLE B RECTA 25.25m CURVA Nº1 A=93.956g L=15.5m R=10.5m TERRENO RASANTE 105.00 110.00 100.00 115.00 120.00 RASANTE TERRENO PARCIALES AL ORIGEN PERFILES ALINEACIONES DISTANCIAS ORDENADAS E.VERTICAL:1/500 E.HORIZONTAL:1/5000 125.00 130.00 135.00 140.00 A-1 145.00 150.00 PERFIL-A EJE CALLE B RECTA 25.25m CURVA Nº1 A=93.956g L=15.5m R=10.5m TERRENO RASANTE 103.00 106.00 100.00 109.00 112.00 RASANTE TERRENO PARCIALES AL ORIGEN PERFILES ALINEACIONES DISTANCIAS ORDENADAS E.VERTICAL:1/300 E.HORIZONTAL:1/3000 115.00 118.00 121.00 124.00 A-1 127.00 120.00 PERFIL-A EJE CALLE B RECTA 25.25m CURVA Nº1 A=93.956g L=15.5m R=10.5m Rasante Explanación 101.00 102.00 100.00 103.00 104.00 PROYECTO TERRENO PARCIALES AL ORIGEN PERFILES ALINEACIONES DISTANCIAS ORDENADAS E.VERTICAL:1/100 E.HORIZONTAL:1/1000 105.00 106.00 107.00 108.00 A-1 109.00 110.00 PERFIL-A EJE CALLE B RECTA 25.25m CURVA Nº1 A=93.956g L=15.5m R=10.5m PENDIENTE DESMONTE TERRAPLEN PROYECTO Terreno Natural Terreno Desbrozado 101.00 102.00 100.00 103.00 104.00 PROYECTO TERRENO PARCIALES AL ORIGEN PERFILES ALINEACIONES DISTANCIAS ORDENADAS E.VERTICAL:1/100 E.HORIZONTAL:1/1000 105.00 106.00 107.00 108.00 A-1 109.00 110.00 PERFIL-A EJE CALLE B RECTA 25.25m CURVA Nº1 A=93.956g L=15.5m R=10.5m PENDIENTE DESMONTE TERRAPLEN PROYECTO Rasante Explanación Terreno Natural Terreno Desbrozado TERRENO RASANTE 102.00 104.00 100.00 106.00 108.00 RASANTE TERRENO PARCIALES AL ORIGEN PERFILES ALINEACIONES DISTANCIAS ORDENADAS E.VERTICAL:1/200 E.HORIZONTAL:1/2000 110.00 112.00 114.00 116.00 A-1 118.00 120.00 PERFIL-A EJE CALLE B RECTA 25.25m CURVA Nº1 A=93.956g L=15.5m R=10.5m PENDIENTE DESMONTE TERRAPLEN PROYECTO TERRENO RASANTE 103.00 106.00 100.00 109.00 112.00 RASANTE TERRENO PARCIALES AL ORIGEN PERFILES ALINEACIONES DISTANCIAS ORDENADAS E.VERTICAL:1/300 E.HORIZONTAL:1/3000 115.00 118.00 121.00 124.00 A-1 127.00 120.00 PERFIL-A EJE CALLE B RECTA 25.25m CURVA Nº1 A=93.956g L=15.5m R=10.5m PENDIENTE DESMONTE TERRAPLEN PROYECTO TERRENO RASANTE 104.00 108.00 100.00 112.00 116.00 RASANTE TERRENO PARCIALES AL ORIGEN PERFILES ALINEACIONES DISTANCIAS ORDENADAS E.VERTICAL:1/400 E.HORIZONTAL:1/4000 120.00 124.00 128.00 132.00 A-1 136.00 140.00 PERFIL-A EJE CALLE B RECTA 25.25m CURVA Nº1 A=93.956g L=15.5m R=10.5m PENDIENTE DESMONTE TERRAPLEN PROYECTO TERRENO RASANTE 105.00 110.00 100.00 115.00 120.00 RASANTE TERRENO PARCIALES AL ORIGEN PERFILES ALINEACIONES DISTANCIAS ORDENADAS E.VERTICAL:1/500 E.HORIZONTAL:1/5000 125.00 130.00 135.00 140.00 A-1 145.00 150.00 PERFIL-A EJE CALLE B RECTA 25.25m CURVA Nº1 A=93.956g L=15.5m R=10.5m PENDIENTE DESMONTE TERRAPLEN PROYECTO TERRENO RASANTE 101.00 102.00 100.00 103.00 104.00 RASANTE TERRENO PARCIALES AL ORIGEN PERFILES ALINEACIONES DISTANCIAS ORDENADAS E.VERTICAL:1/100 E.HORIZONTAL:1/1000 105.00 106.00 107.00 108.00 A-1 109.00 110.00 PERFIL-A EJE CALLE B RECTA 25.25m CURVA Nº1 A=93.956g L=15.5m R=10.5m PLAZA ORIENTE CALLE MERCEDES CABELLO DE CARBONERA C A L L E S / N AV. SIMON BOLIVAR CALLE LA FLORESTA TRIBUNA OCCIDENTE EN CONTRUCCION PISTA ATLÉTICA ATLETISMO PLAZA SUR BOLETERÍAS 1 \Q6;BUS 1 \Q6;BUS 1 PATIO DE ESTACIONAMIENTO DE SERVICIO 2 \Q6;AMBULANCIA INGRESO PRINCIPAL PASILLO INGRESO 1 2 3 74 TRIBUNA SUR PROYECCIÓN DE PISO PIEDRA LAJA MOQUEGUANA ATLETISMO ÁREA VERDE ÁREA VERDE ÁREA VERDE PISO DE CEMENTO BRUÑADO PISO DE CEMENTO BRUÑADO PISTA ATLÉTICA ÁREA VERDE ÁREA VERDE PISO DE CONCRETO e= 0.15 m. TANQUE ELEVADO TANQUE CISTERNA ABAST. AGUA POTABLE TANQUE CISTERNA ABAST. AGUA DE REGADIO N.P.T. ±0.00 N.P.T. ±0.00 N.P.T. +4.70 N.P.T. +4.50 N.P.T. +2.00 N.P.T. +1.50 TRIBUNA EXISTENTE KARATE TENIS DE MESA AJEDREZ TAEK WON DO GIMNASIO 5 SS.HH. SS.HH. 1 2 3 4 5 6 1 2 3 4 6 5 P=0.30 CP=0.174 P=0.30 CP=0.174 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 2 GRUPO ELECTROGENO SUB ESTACIÓN N.P.T. +4.70 <> <> <> <> <> <> 5 <> <> <> <> 5 5 5 5 <> <> \T1.1;ARCO TC \T1;Ø 0.80\T1.1; \T1.1;REFLECTOR DE 2000w HALURO METÁLICO FALSO TECHO TECNOPANEL CC PRECOR TR4 VIGA DE 8″x12″ CORREA DE 3″x6″ VIGA VARIABLE .20X.50 a 20x.25 \T1.1;ARCO TC \T1;Ø 0.80\T1.1; PENDOLA Ø 0.60 \T1.1; \T1.1;VIGA DIAGONAL TC \T1;Ø 0.40\T1.1; CANALETA \T1.1; PRECOR TR4 O SIMILAR VIG. ARRIOSTRE TC Ø 0.40 \T1.1; FALSO TECHO TECNOPANEL CC O SIMILAR VIG. ARRIOSTRE TC Ø 0.60 \T1.1; TUBO CIRCULAR Ø 1.20\T1.1; \W9.78093; BASE DE CONCRETO RECTANGULAR VARIABLE \W8.10166; \T1.10000; \T1.1;VIGA DIAGONAL DE AMARRE TC \T1;Ø 0.40\T1.1; 5 CABLE ALMA DE ACERO Ø 1/2″ \T1.1; 1 2 4 5 3 \LCORTE A – A \H0.57971x;\lESC: 1/200 5 CABLE ALMA DE ACERO Ø 1/2″ \T1.1; \T1.1;ARCO TC \T1;Ø 0.80\T1.1; PENDOLA Ø 0.40 \T1.1; PRECOR TR4 PREPINTADO O SIMILAR\T1.1; VIG. ARRIOSTRE TC Ø 0.40 \T1.1; 5 \LELEVACION LATERAL \H0.57971x;\lESC: 1/200 TUBO CIRCULAR Ø 1.20\T1.1; VIG. ARRIOSTRE T.C. Ø 0.60 \T1.1; B B 5 5 5 5 5 3 5 A 5 B Y 5 A 5 B X 5 5 5 5 5 Y EJE DE MURO EXISTENTE M M 5 5 5 \W5.94716; EJE DE \W5.95490; MURO NUEVO \W5.94716; EJE DE \W5.95490; MURO NUEVO \W5.94716; EJE DE \W5.95490; MURO NUEVO 5 \W5.94716; EJE DE \W5.95490; MURO NUEVO 5 5 5 5 5 \W5.94716; EJE DE \W5.95490; MURO NUEVO X \W5.94716; EJE DE \W5.95490; MURO NUEVO \W5.94716; EJE DE \W5.95490; MURO NUEVO EJE DE SIMETRIA ESTRUCTURA EJE DE SIMETRIA ESTRUCTURA \LPLANTA ARCO NIVEL INFERIOR \H0.57971x;\lESC: 1/250 \T1.1;EJE DE ARCO \T1.1;TUBO CIRCULAR \T1; Ø 1.20 \T1.1;VIGA DIAGONAL DE AMARRE TC \T1;Ø 0.40\T1.1; \T1.1;TUBO CIRCULAR \T1;Ø 0.80\T1.1; PENDOLA Ø 0.60 \T1.1; VIGA ARRIOSTRE TC Ø 0.40 \T1.1; B B A A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A 5 B C D E F G H I J K L M N O P Q R S T U V W X Y 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A 5 B C D E F G H I J K L M N O P Q R S T U V W X Y 5 EJE DE ARCO \T1.1; EJE DE ARCO \T1.1; 5 5 1 5 2 4 5 3 5 5 5 5 5 1 5 2 4 5 3 5 5 EJE DE VIGA PRINCIPAL VA2 \T1.1; 5 EJE DE SIMETRIA \T1.1; EJE DE SIMETRIA \T1.1; PROYECCION DE TECHO \T1.1; PROYECCION DE TECHO \T1.1; EJE DE VIGA DE BORDE EJE DE VIGA PRINCIPAL VA2 EJE DE SIMETRIA EJE DE VIGA DE BORDE ESTRUCTURA EJE DE VIGA PRINCIPAL VA2 \T1.1; EJE DE VIGA PRINCIPAL VA2 BASE DE CONCRETO RECTANGULAR VARIABLE \W9.87409; \T1.10000; 5 5 5 5 \LPLANTA DE TECHO \H0.57971x;\lESC: 1/250 B B A A PENDOLA Ø 0.40 \T1.1; 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 EJES DE CORREAS \T1.1; PENDOLA Ø 0.40 \T1.1; EJE VIGAS DE COBERTURA \T1.1; EJES DE CORREAS \T1.1; \T1.1;ARCO TC \T1;Ø 0.80\T1.1; A EJE VIGAS DE COBERTURA \T1.1; VIGA ARRIOSTRE TC Ø 0.40 \T1.1; 5 B C D E F G H I J K L M N O P Q R S T U V W X Y 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A 5 B C D E F G H I J K L M N O P Q R S T U V W X Y 5 5 5 1 5 2 4 5 3 5 5 5 5 5 1 5 2 4 5 3 5 5 5 5 EJE DE VIGA PRINCIPAL VA2 \T1.1; EJE DE VIGA PRINCIPAL VA2 \T1.1; 5 5 EJE DE VIGA DE BORDE EJE DE VIGA PRINCIPAL VA2 EJE DE SIMETRIA EJE DE VIGA DE BORDE ESTRUCTURA EJE DE VIGA PRINCIPAL VA2 EJE DE SIMETRIA \T1.1; EJE DE SIMETRIA \T1.1; 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LCORTE B – B \H0.57971x;\lESC: 1/250 PENDOLA Ø 0.60 \T1.1; ARCO Ø .80 \T1.1; PENDOLA Ø 0.60 \T1.1; VIGA VARIABLE .20X.50 a 20x.25 \T1.1; \T1.1;PRECOR TR4 CORREAS 3″x6″ \T1.1; VIGA PRINCIPAL TC Ø 0.80 \T1.1; TUBO CIRCULAR Ø 1.20\T1.1; BASE DE CONCRETO RECTANGULAR VARIABLE \T1.10000; FALSO TECHO TECNOPANEL CC O SIMILAR \T1.1;VIGA DIAGONAL TC \T1;Ø 0.40\T1.1; \T1.1;VIGA DIAGONAL DE AMARRE TC \T1;Ø 0.40\T1.1; VIG. ARRIOSTRE TC Ø 0.40 \T1.1; ARCO Ø .80 \T1.1; CABLE ALMA DE ACERO Ø \T1.1;1/2″ CABLE ALMA DE ACERO Ø\T1.1; 1/2″ 5 5 B A Y X M EJE DE SIMETRIA \T1.1; 5 5 \LELEVACION FRONTAL \H0.57971x;\lESC: 1/250 5 5 PENDOLA Ø 0.40 \T1.1; ARCO Ø .80 \T1.1; PENDOLA Ø 0.40 \T1.1; GRADERIA EXISTENTE \T1.1; CABLE ALMA DE ACERO Ø 1/2″ \T1.1; CABLE ALMA DE ACERO Ø 1/2″ 5 5 5 EJE DE SIMETRIA \T1.1; B A X M VIG. ARRIOSTRE Ø .60 \T1.1; 5 \W1.1;\T1.3;TRIBUNA EXISTENTE \W1.1;\T1.3;TRIBUNA EXISTENTE <> <> <> <> <> <> <> <> VIGA VARIABLE .20X.50 a 20x.25 \T1.1; VIGA PRINCIPAL TC Ø 0.80 \T1.1; FALSO TECHO TECNOPANEL CC O SIMILAR \LELEVACION POSTERIOR \H0.57971x;\lESC: 1/250 5 5 5 PENDOLA Ø 0.40 \T1.1; ARCO Ø .80 \T1.1; PENDOLA Ø 0.40 \T1.1; VIGA VARIABLE .20X.50 a 20x.25 \T1.1; \T1.1;PRECOR TR4 VIGA PRINCIPAL TC Ø 0.80 \T1.1; 5 CABLE ALMA DE ACERO Ø 1/2″ \T1.1; CABLE ALMA DE ACERO Ø 1/2″ \T1.1; 5 5 5 5 EJE DE SIMETRIA \T1.1; X Y A B M TUBO CIRCULAR Ø 1.20\T1.1; BASE DE CONCRETO RECTANGULAR VARIABLE \T1.10000; VIG. ARRIOSTRE Ø .60 \T1.1; \LPLANTA BAJA \H0.57971x;\lESC: 1/250 Y TUBO CIRCULAR Ø 1.20\T1.1; \W7.57689; BASE DE CONCRETO \W7.57088; RECTANGULAR VARIABLE \W9.87409; \T1.10000; VIG. ARRIOSTRE Ø .60 \T1.1; 5 5 5 5 5 5 5 5 5 3.00 5 \LCORTE 1 – 1 \fArial|b0|i0|c0|p34;\H0.625x;\lESC: 1/75 5 5 5 5 5 5 5 5 5 \LCORTE 2 – 2 \fArial|b0|i0|c0|p34;\H0.625x;\lESC: 1/75 2′ 1′ TUBO CIRCULAR Ø 1.20\T1.1; 5 5 2 2 \LPLANTA PILAR BASE \fArial|b0|i0|c0|p34;\H0.625x;\lESC: 1/75 5 5 5 5 5 5 5 5 5 5 \W2.43140; PROYECCION DE \W0.90176; HUECO EN TECHO\T1.10000; 2 5 2 1 1 CIVSA CIVSA 5 CABLE ALMA DE ACERO Ø 1/2″\T1.1; CANALETA \T1.1; 5 1.00×2.40 \W9.78093; BASE DE CONCRETO RECTANGULAR VARIABLE \W8.10166; \T1.10000; VIG. ARRIOSTRE T.C. Ø 0.40 \T1.1; VIGA ARRIOSTRE TC Ø 0.60 \T1.1; \T1.1;REFLECTOR DE 2000w HALURO METÁLICO A Z Z´ Z Z´ Z Z´ Z Z´ Z Z´ Z Z´ NPT. +4.80 5 5 5 5 NPT. +4.80 9 9 \A1; \C7;DE 1\fArial|b0|i1|c0|p34;\H1x;1/4\fArial|b0|i1|c238|p34;\H1x;”x1/16″ \A1;L:1\S1/4;” x 1\S1/4;” x \S1/8;” \A1;PLANCHA e=1/16″ \A1; \C7;DE 1 1/4″x 1/16″ \A1; \C7;DE 1 1/4″x 1/16″ \A1; \C7;DE 1 1/4″x 1/16″ \A1; \C7;DE 11/4″1/16″ \A1;L:1\S1/4;” x 1\S1/4;” x \S1/8;” \A1;L:1\S1/4;” x 1\S1/4;” x \S1/8;” \A1; \C7;DE 1 1/4″x 1/16″ \A1;PLANCHA METALICA 1/20″ POR AMBOS LADOS \A1; \C7;DE 1 1/4″x 1/16″ 5 5 NOTA: EN EL PRESENTE PLANO FIGURA LOS DETALLES PRINCIPALES DE LA ESTRUCTURA; ES RESPONSABILIDAD DEL CONTRATISTA DE OBRA, ESTAR REPLANTEANDO PERMANENTEMENTE SUS MEDIDAS. VER PERSPECTIVAS EN ALMINA A-05 5 ANCLAJE DE ANGULO 1/2″x1/2″x3/16″ @ .50 TUBO CIRCULAR Ø 1.20\T1.1; VIGA PRINCIPAL Ø 0.80 \T1.1; \T1.1;ARCO TC \T1;Ø 0.80\T1.1; VIGA ARRIOSTRE TC Ø 0.40 \T1.1; VIGA VARIABLE .20X.50 a 20x.25 FALSO TECHO TECNOPANEL CC Ó SIMILAR \T1.1;VIGA DIAGONAL DE AMARRE TC \T1;Ø 0.40\T1.1; PRECOR TR4 PREPINTADO Ó SIMILAR \T1.1;ARCO TC \T1;Ø 0.80\T1.1; VIGA ARRIOSTRE TC Ø 0.40 \T1.1; PENDOLA Ø 0.40 \T1.1; VIGA ARRIOSTRE TC Ø 0.40 \T1.1; \T1.1;ARCO TC \T1;Ø 0.80\T1.1; CABLE ALMA DE ACERO Ø 1/2″ \T1.1; \T1.1;VIGA DIAGONAL TC \T1;Ø 0.40\T1.1; \LPUERTA METALICA EN BASE DE CONCRETO \H0.62501x;\lESC: 1/25 VIGA PRINCIPAL Ø 0.80 \T1.1; CORREA DE 3″x6″ VIGA VARIABLE .20X.50 a 20x.25 \T1.1;VIGA DIAGONAL DE AMARRE TC \T1;Ø 0.40\T1.1; VIGA DE 8″x12″ CABLE ALMA DE ACERO Ø 1/2″ \T1.1; PENDOLA Ø 0.40 \T1.1; \T1.1;VIGA DIAGONAL TC \T1;Ø 0.40\T1.1; ARCO Ø .80 \T1.1; PENDOLA Ø 0.60\T1.1;” PENDOLA Ø 0.60\T1.1;” PENDOLA Ø 0.60\T1.1;” \W6.38080; CABLE ALMA \W6.46456; DE ACERO 1/2″ \W5.64734; \T1.10000; \W8.61684; CABLE ALMA \W8.67268; DE ACERO 1/2″ \W7.52979; \T1.10000; TUBO CIRCULAR Ø 1.20\T1.1; VIG. ARRIOSTRE Ø .60 \T1.1; TUBO CIRCULAR Ø 1.20\T1.1; VIG. ARRIOSTRE Ø .60 \T1.1; VIGA VARIABLE .20X.50 a 20x.25 \T1.1; VIGA VARIABLE .20X.50 a 20x.25 \T1.1; VIGA PRINCIPAL TC Ø 0.80 \T1.1; \T1.1;VIGA DIAGONAL DE AMARRE TC \T1;Ø 0.40\T1.1; FALSO TECHO TECNOPANEL CC Ó SIMILAR ARCO Ø .80 \T1.1; \W6.93299; DETALLE A1 \W5.23389; DETALLE A2 \T1.1;ARCO TC \T1;Ø 0.80\T1.1; \T1.1;ARCO TC \T1;Ø 0.80\T1.1; CABLE ALMA DE ACERO Ø 1/2″ \T1.1; CABLE ALMA DE ACERO Ø 1/2″ \T1.1; PENDOLA Ø 0.40 \T1.1; VIGA ARRIOSTRE TC Ø 0.40 \T1.1; \T1.1;VIGA DIAGONAL TC \T1;Ø 0.40\T1.1; \T1.1;VIGA DIAGONAL DE AMARRE TC \T1;Ø 0.40\T1.1; VIGA PRINCIPAL Ø 0.80 \T1.1; VIGA PRINCIPAL Ø 0.80 \T1.1; TUBO CIRCULAR Ø 1.20\T1.1; CANALETA METÁLICA PREPINTADA VIGA VARIABLE .20X.50 a 20x.25 VIGA VARIABLE .20X.50 a 20x.25 FALSO TECHO TECNOPANEL CC Ó SIMILAR PRECOR TR4 PREPINTADO Ó SIMILAR \T1.1;REFLECTOR DE 2000W HALURO METÁLICO VIGA DE 8″x12″ CORREA DE 3″x6″ CORREA DE 3″x6″ \W5.23389; DETALLE A2 A A 3 A 5 5 5 5 PUNTO DE ENCUENTRO DE EJES VER LAMINA PG-05 5 5 5 5 5 5 5 5 5 5 5 5 5 VIG. ARRIOSTRE TC Ø 0.40 \T1.1; VIGA. DIAGONAL DE AMARRE T.C. Ø 0.40 \T1.1; \W9.12320; BASE DE CONCRETO \W9.11959; RECTANGULAR VARIABLE VIG. ARRIOSTRE Ø .60 \T1.1; VIG. ARRIOSTRE Ø .60 \T1.1; PLANCHA DE METAL \T1.1; I\T1.10000; II\T1.10000; II\T1.10000; I\T1.10000; III\T1.10000; IV\T1.10000; III\T1.10000; IV\T1.10000; 1.26 5 5 4′ A’ A” 1′ 5 5 5 4′ 5 3 5 \W5.94716; EJE DE \W5.95490; MURO NUEVO \W5.94716; EJE DE \W5.95490; MURO NUEVO 5 5 5 1′ 5 5 5 4′ 5 A’ A” 5 5 Y” Y’ 5 5 1.40 5 5 5 5 5 5 EJE DE TRAZADO VER LAMINA PG-07\T1.10000; 5 VARIABLE VARIABLE 0.20 5 5 5 5 5 5 5 5 5 5 5 \W8.41598; DETALLE ESTRUCTURA \W8.35773; VER LAMINA E-04 \W8.44794; \W9.11236; \T1.10000; DETALLE ESTRUCTURA VER LAMINA E-04 \T1.10000; DETALLE ESTRUCTURA VER LAMINA E-04 \T1.10000; \W9.77062; NIVEL DE PISO \W9.77062; EXTERIOR EXISTENTE \W9.77062; NIVEL DE PISO \W9.77062; EXTERIOR EXISTENTE \W9.77062; NIVEL DE PISO \W9.77062; EXTERIOR EXISTENTE 2.20 \W6.98668; DETALLE ESTRUCTURA \W6.88960; VER LAMINA E-04 \W7.03995; \W9.11236; \T1.10000; \W6.98668; DETALLE ESTRUCTURA \W6.88960; VER LAMINA E-04 \W7.03995; \W9.11236; \T1.10000; \W6.98668; DETALLE ESTRUCTURA \W6.88960; VER LAMINA E-04 \W7.03995; \W9.11236; \T1.10000; NOTA: EN EL PRESENTE PLANO FIGURA LOS DETALLES PRINCIPALES DE LA ESTRUCTURA; ES RESPONSABILIDAD DEL CONTRATISTA DE OBRA, ESTAR REPLANTEANDO PERMANENTEMENTE SUS MEDIDAS. N.P.T.+4.70 N.P.T.+4.80 N.P.T.+4.80 N.P.T.+4.80 N.P.T.+4.80 N.P.T.+4.70 N.P.T.+4.70 N.P.T.+4.70 N.P.T.+4.70 N.P.T.+4.70 NIV.+13.20 NIV.+20.41 NIV.+30.70 N.P.T.+4.70 NIV.+20.41 NIV.+30.70 N.P.T.+4.70 NIV.+20.41 NIV.+30.70 NIV.+20.41 NIV.+20.41 NPT. +4.70 NPT. +4.70 5 5 MAQ. ELIPTICA MAQ. TROTADORA BICICLETA SPINING MULTIGIMNASIO BANCA PARA ABDOMINALES MAQ. VIBRADORA ESCALADOR ELIPTICO BANCA PARA REPOSO MAQ. DE REMO BANCO C/PESAS SOPORTE MANCUERNAS SOPORTE BARRAS,DISCOS SOPORTE BARRAS LARGAS KIT DE PESAS TABLA DE INVERSION BANCA PARA REPOSO BOXEO JUDO MAQ. ELIPTICA BICICLETA SPINING BANCA PARA ABDOMINALES ESCALADOR ELIPTICO MAQ. DE REMO MAQ. TROTADORA MULTIGIMNASIO MAQ. VIBRADORA ALMACEN MAQ. ELIPTICA BICICLETA SPINING MAQ. TROTADORA MAQ. DE REMO TABLA DE INVERSION BANCA PARA REPOSO BODY OPPONENT SACO SACO SACO TATAMI DUMY DUMY DUMY DUMY DUMY DUMY DUMY DUMY DUMY DUMY PERA PERA PERA SACO SACO SACO PERA PERA PERA SACO SACO SACO SACO SACO SACO ESTANTE ESTANTE ESTANTE ESTANTE ROBOT DE 2 CAB ROBOT DE 2 CAB TATAMI BANCO C/PESAS BANCO C/PESAS BANCA PARA REPOSO BANCA PARA REPOSO BANCA PARA REPOSO BANCA PARA REPOSO BANCA PARA REPOSO DUMY DUMY TABLA DE INVERSION extintor extintor SACO SACO SACO BANCA PARA ABDOMINALES