Auditorium Obstetricians DWG Block for AutoCAD

Auditorium Obstetricians DWG Block for AutoCAD

Auditorium of Obstetricians Junin – Peru 500 m2 that has 02 batteries of sanitary facilities; 02 dressing rooms and a large stage with seating for 360 spectators with good access and lighting ..

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

det.doble joist, p. of arq enrique guerrero hernández., p. of arq Adriana. rosemary arguelles., p. of arq francisco espitia ramos., p. of arq hugo suárez ramírez., kwh, aci, of columns, typical details of joints of beams, ø specified, elevation, additional, detail of lightweight slab, of beams with columns, typical details of unions, cut bb, cut dd, first floor, ø temperature, double joist, stair detail, staircase detail, junction box in beams, longitudinal bars, hooks detail, in stirrups, cm., overlaps, coatings, steel, mortar, masonry, joints, technical specifications, concrete, columns and beams, ax, stirrups, irons, levels, multipurpose room, dressing room, ladies, gentlemen, patios, artists, escape, reports, foyer, sh ladies, s.h. males, location map, parameters, normative table, lot front, maximum height, net density, uses, building coefficient, terrain area, rnc, project, section, district:, owner:, street:, location – location, indicated , scale, map, urbanization:, apple:, batch:, date, sheet, department:, province:, location map, free area, school of obstetricians, regulatory batch area, minimum frontal withdrawal, roofed area, perimeter, floor, first floor, second floor, partial, total, occupied area, junin, huancayo, san antonio, …., zoning:, urban structural area:, viv. single-family, two-family, zoning, multifamily, parking, -.-, avenue santivañez, nm, prop: rutilio zarate, street san judas, prop: grimanesa barreto de salinas, prop: wildoro, santillana arana, ecological cemetery, san juan, san Pablo, San Germán, San Miguel, San Agustin, José Olaya, San Pedro, San Jorge, Av. martyrs of peridodismo, san sebastian, san marcos, the quinuales, av. colonel santivañez, poplars, psje. the alders, psje. the capulies, flaxseed, linoleum, flax flower, ash, psje. the cipreces, ramiro, priale, residential medium density, third floor, roof, obstetrician school of peru – junín, roof of the auditorium of the school of obstetricians, nm, pacific ocean, chile, bolivia, ecuador, colombia, brazil, political map of peru, location map of the project area, department of junin, cusco, ucayali, ayacucho, huancavelica, lima, pasco, satipo, huancayo, conception, chupaca, jauja, chanchamayo, junin, tarma, yauli, chongos alto, huasicancha, chacapampa, chicche, colca, cullhuas, pucara, sapallanga, the tambo, quilcas, pariahuanca, sto domingo de acobamba, departmental limit, department capital, provincial capital, district capital, provincial limit, district limit, legend, project area : san antonio

Raw text data extracted from CAD file:

\A1;3.60 \A1;.30 \A1;1.20 \A1;13.51 \A1;1.20 \A1;.40 TIP. .40 TIP. .25 TIP. .25 TIP. \A1;.40 TIP. \A1;.40 TIP. \A1;.40 \A1;.30 \A1;.50 \A1;.200 \A1;.100 ESCALA 1/25 DET.DOBLE VIGUETA 1 d 1/4" 1 d 3/8" 1 d 3/8" 5 5 1.41 1.41 1.17 4,45 1.17 .40 -859.4517629516281 1 2 d3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto @ .20 C/EXT. 2 d 5/8" 2 d 5/8" 3 d 5/8" 2 d 5/8" 3 d 5/8" 3 d 5/8" 1 1 2 2 3 3 -859.4517629516281 -859.4517629516281 -859.4517629516281 -859.4517629516281 -859.4517629516281 ESC 1: 25 VP (0.25x0.40) EJE A-A \A1;2.24 \A1;3.57 \A1;3.22 \A1;7.20 \A1;7.20 \A1;7.29 \A1;3.49 \A1;1.70 \A1;3.05 \A1;5.61 \A1;4.10 \A1;3.22 \A1;5.83 \A1;7.20 \A1;7.20 \A1;7.29 \A1;3.49 \A1;7.82 \A1;6.65 .90 .90 1.80 1.80 .90 .90 1.80 1.80 .90 .90 1.80 1.80 .90 .90 .90 .90 .90 .90 1.80 1.80 1.80 1.80 1.80 1.80 .90 .90 .90 .90 .90 .90 1.80 1.80 1.80 1.80 1.80 1.80 .60 .60 1.00 1.00 .60 .60 1.00 1.00 .60 .60 1.00 1.00 .60 .60 1.00 1.00 .60 .50 1.00 1.00 .60 .60 1.00 1.00 .40 .40 .58 .58 \A1;1.20 \A1;.40 \A1;.300 \A1;.100 \A1;.50 W Ing. GEORGE WILLIER ODICIO LAHURA CIP 78055 \A1;.50 \A1;3.60 \A1;.50 P. de Arq. Enrique Guerrero Hernández. P. de Arq. Adrian A. Romero Arguelles. P. de Arq. Francisco Espitia Ramos. P. de Arq. Hugo Suárez Ramírez. \A1;1.20 \A1;13.51 \A1;1.20 \A1;13.51 \A1;1.20 \A1;.40 \A1;1.20 \A1;13.51 \A1;1.20 \A1;.40 \A1;1.20 \A1;13.51 \A1;1.20 \A1;.40 d L 4 d 7 cm. minimo d m. L d D 135°0'0" D D T TP H C P P SM PA B E KWH ACI TV E 14,12 0,34 70.70 73.91 14.82 33.00 15.13 20.00 36.27 34.58 39.34 14.82 42.00 12.00 20.00 S/2 S/2 S/2 DE COLUMNAS DETALLES TIPICOS DE UNIONES DE VIGAS VER "S" EN CUADRO Ø ESPECIFICADO DE COLUMNAS VER "S" EN CUADRO S S/2 ESCALA: 1/75 ELEVACION S/2 S VER "S" EN CUADRO S S/2 ADICIONALES 2 Ø 3/8" ADICIONALES 2 Ø 3/8" 2 Ø 3/8" .40 TIP. ADICIONALES .10 .10 .10 .10 .05 .10 .10 .10 .10 ADICIONALES 2 Ø 3/8" S/2 .10 .10 .10 .10 .40 TIP. .10 .10 .10 .10 .05 DETALLE DE LOSA ALIGERADA S/2 S/2 S/2 DE COLUMNAS DETALLES TIPICOS DE UNIONES DE VIGAS VER "S" EN CUADRO DE VIGAS CON COLUMNAS DETALLES TIPICOS DE UNIONES Ø ESPECIFICADO .25 TIP. S S/2 DE COLUMNAS ELEVACION S/2 .25 TIP. S S S/2 ADICIONALES 2 Ø 3/8" ADICIONALES 2 Ø 3/8" .40 TIP. .10 .10 .10 .10 .05 .10 .10 .10 .10 S/2 .10 .10 .10 .10 .40 TIP. .10 .10 .10 .10 .05 3.60 .30 3 d 5/8" 2 d 5/8" 5 6 d 5/8" 5 2d 5/8" 6 d 5/8" 5 5 d 5/8" d 5/8" d 5/8" VP - (1.20X0.40) Ø3/8" 5 @ 0.05 5 @ 0.10 5 @ .15 resto a 0.20 Ø3/8" 20 @ 0.05 Ø3/8" 10 @ 0.05 Ø3/8" 20 @ 0.05 Ø3/8" 10 @ 0.05 .30 B B CORTE B-B D D CORTE D-D d 5/8" A B C A B C VP - (1.20X0.40) .50 VS - (0.30X0.50) ESC 1: 25 VP (1.20x0.40) EJE C-C 5 5 5 5 E D C B A F G 5 5 5 1 5 5 3 4 2 5 5 5 5 5 5 E D C B A F G 5 5 5 1 5 3 2 5 PRIMERA PLANTA ESC : 1/50 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 1d 1/2" 1d 1/2" 5 5 5 5 1d 1/2" 1d 1/2" 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 1d 1/2" 1d 1/2" 5 5 5 5 1d 1/2" 1d 1/2" 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 1d 1/2" 1d 1/2" 5 5 5 5 1d 1/2" 1d 1/2" 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 1d 1/2" 1d 1/2" 5 5 d 5/8" d 5/8" d 5/8" CORTE D-D ESC 1: 25 VP (1.20x0.40) EJE D-D ESC 1: 25 VP (1.20x0.40) EJE F-F ESC 1: 25 VP (1.20x0.40) EJE G-G ESC 1: 25 VP (1.20x0.40) EJE E-E 1 DE Ø 1 2 " ESCALA 1 / 75 BLOQUETA H=0.20 MTS Ø TEMPERATURA 1 4 " @ 0.25 Ø 1 4 CORRUGADO @ 0.50 0.10 0.30 0.40 0.20 0.30 0.30 0.10 0.30 0.40 0.40 0.10 0.10 BLOQUETA H=0.20 MTS Ø TEMPERATURA " @ 0.25 Ø 1 4 CORRUGADO @ 0.50 0.10 0.30 0.40 0.20 0.10 0.30 0.10 0.30 0.40 0.40 0.10 0.10 ESCALA 1/25 DET.DOBLE VIGUETA 1 d 3/8" 1 d 3/8" .300 .100 1 d 3/8" .50 ESC 1: 25 VS (0.50x0.30) EJE C-D 5 3.60 3 d 5/8" 2 d 5/8" B B .50 VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VP - (1.20X0.40) VP - (1.20X0.40) VP - (1.20X0.40) VP - (1.20X0.40) VP - (1.20X0.40) VP - (1.20X0.40) VP - (1.20X0.40) VP - (1.20X0.40) VP - (1.20X0.40) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) VS - (0.30X0.50) doble vigueta doble vigueta doble vigueta doble vigueta doble vigueta doble vigueta doble vigueta 5 6 d 5/8" 5 2d 5/8" 6 d 5/8" VP - (1.20X0.40) Ø3/8" 5 @ 0.05 5 @ 0.10 5 @ .15 resto a 0.20 Ø3/8" 20 @ 0.05 Ø3/8" 10 @ 0.05 Ø3/8" 20 @ 0.05 Ø3/8" 10 @ 0.05 D D 5 5 d 5/8" d 5/8" d 5/8" CORTE D-D 5 6 d 5/8" 5 2d 5/8" 6 d 5/8" VP - (1.20X0.40) Ø3/8" 5 @ 0.05 5 @ 0.10 5 @ .15 resto a 0.20 Ø3/8" 20 @ 0.05 Ø3/8" 10 @ 0.05 Ø3/8" 20 @ 0.05 Ø3/8" 10 @ 0.05 D D 5 5 d 5/8" d 5/8" d 5/8" CORTE D-D 5 6 d 5/8" 5 2d 5/8" 6 d 5/8" VP - (1.20X0.40) Ø3/8" 5 @ 0.05 5 @ 0.10 5 @ .15 resto a 0.20 Ø3/8" 20 @ 0.05 Ø3/8" 10 @ 0.05 Ø3/8" 20 @ 0.05 Ø3/8" 10 @ 0.05 D D 5 5 d 5/8" d 5/8" d 5/8" CORTE D-D 5 6 d 5/8" 5 2d 5/8" 6 d 5/8" VP - (1.20X0.40) Ø3/8" 5 @ 0.05 5 @ 0.10 5 @ .15 resto a 0.20 Ø3/8" 20 @ 0.05 Ø3/8" 10 @ 0.05 Ø3/8" 20 @ 0.05 Ø3/8" 10 @ 0.05 D D TRAMO 01 DETALLE DE ESCALERA Ø 3/8"@0.20 TRAMO 02 DETALLE DE ESCALERA TRAMO 03 DETALLE DE ESCALERA DETALLE ESCALERA \A1;.81 \A1;.60 F'c=210Kg/cm2. F'c=210Kg/cm2. Ø 1/2"@0.20 Ø 1/2"@0.20 \A1;.30 \A1;.20 Ø 1/2"@0.20 \A1;1.30 e=0.15 \A1;1.63 \A1;.24 Ø 5/8"@0.20 Ø 3/8"@0.25 Ø 1/2"@0.20 Ø 5/8"@0.20 \A1;.30 \A1;.18 C. F'c=210Kg/cm2. Ø 3/8"@0.20 \A1;.18 \A1;.24 \A1;1.48 \A1;1.30 Ø 1/2"@0.20 Ø 3/8"@0.25 Ø 5/8"@0.20 \A1;.24 \A1;1.63 e=0.15 \A1;1.30 Ø 1/2"@0.20 \A1;.20 F'c=210Kg/cm2. \A1;1.30 m. REFUERZO INFERIOR (m) CUADRO DE EMPALMES EN VIGAS REFUERZO SUPERIOR (m) 0.40 m. 0.40 m. 0.50 m. 0.40 m. 0.40 m. 0.45 m. 30 3/4" 12 d L d DE 90º L 12 d mínimo ó especificado D 4 d 7 cm. minimo En Barras Longitudinales DETALLE DE GANCHOS DE 180º d 5 En Estribos D A 135º D = 6d 1/2" 3/8" 8 6 5/8" 10 d 1/4" cm. D 4 D 20 15 25 cm. L 10 TRASLAPES RECUBRIMIENTOS ACERO VIGA = 2.5 cm d 3/4" = 70 cm d 5/8" = 60 cm LOSA MACIZA = 2.5 cm VIGA PERALTADA = 3.0 cm d 1/2" = 45 cm ESCALERAS = 3.0 cm Fy = 4200 kg/cm2 d 3/8" = 35 cm COLUMNA = 3.0 cm F'C 70 KG/CM2 1:4 MORTERO Horizontales y verticales de 1.50 cm. ALBAÑILERIA JUNTAS 210 Kg / cm2 ESPECIFICACIONES TECNICAS CONCRETO COLUMNAS Y VIGAS a x b estribos fierros 0.40x0.80 6Ø3/4"+2Ø5/8" Ø3/8" C1 NIVELES Ø3/8" 6Ø5/8" 0.30x0.40 C2 1 CUADRO DE COLUMNAS EXISTENTES esc: 1/25 SALON DE USOS MULTIPLES VESTIDOR DAMAS VESTIDOR CABALLEROS PATIOS DE ARTISTAS ESCAPE INFORMES FOYER S.H. DAMAS S.H. VARONES 5 NPT=+0.45 NPT=±0.00 NPT=+1.05 a a a a a a a a a a a a a a a a a a a a a a a a a a a STD-1 S S S S S S S a a a a a a a a a a a a a a 3S(a,b,c) S S S S Sc Sc 3S(a,b,c) a a a a a a a a b b c c c b b b b b c c c c c PA PA Sc Sc Pr S C-3 C-4 C-6 C-7 C-8 C-9 C-1 C-2 C-3 C-4 C-5 Llega tubería y conductor para Pararrayo de Cu desn de 70mm2 5 PRIMERA PLANTA ESC : 1/50 CUADRO DE AREAS m² PLANO DE UBICACION PARAMETROS CUADRO NORMATIVO FRENTE DE LOTE % MINIMO DE AREA LIBRE ALTURA MAXIMA DENSIDAD NETA USOS COEFICIENTE DE EDIFICACION 01 AREA TERRENO R.N.C. PROYECTO SECCION DISTRITO : PROPIETARIO: CALLE : UBICACION - LOCALIZACION PROYECTO INDICADA ESCALA PLANO URBANIZACION : MANZANA : LOTE : FECHA L-01 LAMINA DEPARTAMENTO : PROVINCIA : PLANO DE LOCALIZACION ESC. 1/500 ESC. 1/5000 174.90 ML AREA LIBRE COLEGIO DE OBSTETRAS AREA LOTE NORMATIVO 445.92 M2 479.54 M2 RETIRO MINIMO FRONTAL AREA TECHADA PERIMETRO 1071.79 m2 PISO 01 PRIMER PISO SEGUNDO PISO PARCIAL AREA TECHADA TOTAL AREA OCUPADA JUNIN HUANCAYO HUANCAYO SAN ANTONIO .... .... .... ZONIFICACION : R4-B AREA ESTRUCTURAL URBANA : Ca-1 21 VIV. UNIFAMILIAR, BIFAMILIAR, ZONIFICACION R4-B R4-B MULTIFAMILIAR 1300 HAB / HAS 1300 HAB / HAS 2.8 1.03 120 - 200 m2 1071.79 m2 MIN:6.00ml. A 8.00ml 15.13 ml. ESTACIONAMIENTO 30% 55.26 % 4 PISOS 3 PISOS + AZOTEA CALLE - 3.00 ml. -.- 04 VIVIENDA 04 VEHICULOS 592.25 m2 1317.02 M2 AVENIDA SANTIVAÑEZ N.M. PROP: RUTILIO ZARATE 5 5 5 5 5 5 5 5 42.00 5 5 5 5 CALLE SAN JUDAS PROP: GRIMANESA BARRETO DE SALINAS PROP: WILDORO SANTILLANA ARANA RA CEMENTERIO ECOLOGICO "ESPERANZA ETERNA" SAN JUAN Psje. 15 de Agosto SAN PABLO SAN GERMÁN HUANCAYO SAN MIGUEL SAN AGUSTIN CALLE N° 1 JOSÉ OLAYA SAN PEDRO SAN JORGE AV. MARTIRES DEL PERIDODISMO SAN SEBASTIAN SAN MARCOS LOS QUINUALES AV. CORONEL SANTIVAÑEZ Psje. S/N ÁLAMOS Psje. Los Alisos Psje. Los Capulies LAS LINAZAS LINOLEO FLOR DE LINO LOS FRESNOS S A N A SAN ANTONIO Psje. Los Cipreces RAMIRO PRIALE RESIDENCIAL DENSIDAD MEDIA 354.12 M2 01 TERCER PISO 37.44 M2 01 AZOTEA TOTAL 1317.02 M2 COLEGIO DE OBSTETRAS DEL PERU - JUNÍN TECHADO DEL AUDITORIUM DEL COLEGIO DE OBSTETRAS N.M OCEANO PACIFICO CHILE BOLIVIA ECUADOR COLOMBIA BRASIL MAPA POLITICO DEL PERU MAPA DE UBICACION DE LA ZONA DEL PROYECTO DEPARTAMENTO DE JUNIN ESCALA 1/200 CUSCO UCAYALI AYACUCHO HUANCAVELICA LIMA PASCO Satipo Huancayo Concepción Chupaca Jauja Chanchamayo Junín Tarma Yauli 360000 450000 540000 630000 720000 270000 8820000 8830000 8840000 8850000 8820000 8830000 8840000 8850000 360000 450000 540000 630000 720000 270000 8810000 8810000 N.M Chongos Alto Huasicancha Chacapampa Chicche Colca Cullhuas Pucara Sapallanga El Tambo Quilcas Huancayo Pariahuanca Sto Domingo de Acobamba Concepción Jauja Chupaca Satipo HUANCAVELICA LIMA LIMITE DEPARTAMENTAL CAPITAL DE DEPARTAMENTO CAPITAL DE PROVINCIA CAPITAL DE DISTRITO LIMITE PROVINCIAL LIMITE DISTRITAL LEYENDA ZONA DEL PROYECTO: SAN ANTONIO RA "ESPERANZA ETERNA" SAN JUAN Psje. 15 de Agosto SAN PABLO SAN GERMÁN HUANCAYO SAN MIGUEL SAN AGUSTIN CALLE N° 1 JOSÉ OLAYA SAN PEDRO SAN JORGE AV. MARTIRES DEL PERIDODISMO SAN SEBASTIAN SAN MARCOS LOS QUINUALES AV. CORONEL SANTIVAÑEZ Psje. S/N ÁLAMOS Psje. Los Alisos LINOLEO LOS FRESNOS SAN ANTONIO Psje. Los Cipreces PRIALE

Language	Spanish
Drawing Type	Block
Category	Entertainment, Leisure & Sports
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio, Parking
Tags	Auditorium, autocad, batteries, block, cinema, dressing, DWG, facilities, junin, large, PERU, rooms, Sanitary, Theater, theatre