Plans Initial School DWG Plan for AutoCAD

Plans Initial School DWG Plan for AutoCAD

Plants – sections – facades – dimensions – designations

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

projection ceiling, bruña, blackboard, classroom, existing sports slab, graderios, sidewalk, office, elevations, cuts and, plane, plant, location: villa san juan, district: jayanca, province: lambayeque, depart. : lambayeque, location, mlp, date, scale, drawing, sheet, ctar – lambayeque, project, study sub-office, sshh, posterior elevation, main elevation, cut a – a, cut b – b, jgr, locality: cusupe, district : monsefu, province: chiclayo, scale:, date :, indicated, technical office of drawing and topography, of operations, lambayeque, transitory council of regional administration, dist :, code :, prov :, department :, area of ​​warehouses, ctar Lambayeque, regional cede, improved. infrastructure, project :, meta :, ctar, regional management, chiclayo, lambayeque, respons :, rev :, aprob :, lam :, drawing :, topog :, jem, warehouses reinforced concrete structure, general plant survey, general plant proposal , proposed general elevation, existing building, wooden structure warehouses, provisional, kiosk, parking area, defense, civil, headquarters, cerem, lightened and beams, ess, jose olaya street, san martin street, marshal sucre, housing, guardian, ss.hh., deposit, module, main entrance, playground, patio, classroom, general key, water, water grio, polished concrete floor, colored and brunado, room, concrete shelf, made in work, npt, see duct for mounting, electrical installations, wooden partition, see details, cl., urinal, laundry, hall, proy. of, beam, venetian tile floor, wooden shelves, wall slate, with ticero, polished and burnished cement floor, cement and painted, tank toilet, cutter detail, cut bb, lightened, date :, design :, flat :, cad :, scale :, project :, ing. sandra vidarte m., construction and equipment of the spinal health post, direction of studies and technical assistance, construction, housing and sanitation, regional infrastructure management, lambayeque regional government, location :, oyotun, district:, prov. :, region:, foundations, technical specifications, light cutting, cutting goes, variable, x – x, y – y, z – z, columns, concrete cyclopean, reinforced concrete, public network, electrical outlets, reserve, lighting, diagram unifilar, power panel, distribution board, light center, spot light, tub. per floor, tub. by ceiling or wall, ceiling, legend, inst. electrical, inst. sanitary, drain, water, connects to internal network, connects to the internal network, detail, module a, flooring, arrives, goes out, interior, na, a percolacion pit, cut cc, brick seated head, pit, septic and, percolation, mechanical play area, future module, proposed income, land ownership line, platform, sports, monsefu, laran, build, distribution, architecture, initial education center

Raw text data extracted from CAD file:

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Nro 175 ELEVACIONES CORTES Y PLANO PLANTA LOCALIDAD : VILLA SAN JUAN DISTRITO : JAYANCA PROVINCIA : LAMBAYEQUE DEPART. : LAMBAYEQUE UBICACION M.L.P FECHA ESCALA DIBUJO ABRIL 1999 1/50 D-1 LAMINA 21.50932982127705 21.50932982127705 21.50932982127705 CTAR - LAMBAYEQUE PROYECTO 21.50932982127705 21.50932982127705 21.50932982127705 \A1;0.15 21.50932982127705 V-3 21.50932982127705 21.50932982127705 21.50932982127705 SUBGERENCIA DE ESTUDIOS 3 21.50932982127705 21.50932982127705 C D E 21.50932982127705 21.50932982127705 21.50932982127705 21.50932982127705 21.50932982127705 N.P.T. = 0.10 21.50932982127705 21.50932982127705 21.50932982127705 21.50932982127705 21.50932982127705 21.50932982127705 P-3 P-3 21.50932982127705 21.50932982127705 21.50932982127705 21.50932982127705 P-3 P-3 21.50932982127705 21.50932982127705 S.S.H.H. 21.50932982127705 21.50932982127705 P-2 V-2 B P-2 AULA 21.50932982127705 V-1 21.50932982127705 F 21.50932982127705 21.50932982127705 BRUÑA PIZARRA 21.50932982127705 21.50932982127705 V-1 21.50932982127705 21.50932982127705 2 1 ELEVACION POSTERIOR ELEVACION PRINCIPAL CORTE A - A 31.98927598124344 31.98927598124344 31.98927598124344 31.98927598124344 31.98927598124344 31.98927598124344 31.98927598124344 31.98927598124344 31.98927598124344 31.98927598124344 CORTE B - B 31.98927598124344 31.98927598124344 31.98927598124344 31.98927598124344 OFICINA N.P.T. = +0.15 N.P.T. = +0.15 AULA V-1 S.S.H.H. V-1 N.P.T. = +0.15 AULA \A1;1.80 \A1;0.15 \A1;0.15 \A1;3.23 \A1;0.20 \A1;0.10 \A1;1.40 \A1;1.73 \A1;0.15 \A1;0.15 \A1;1.00 \A1;3.02 \A1;0.10 \A1;0.20 \A1;3.23 \A1;0.50 \A1;2.13 \A1;1.00 \A1;5.20 \A1;1.20 20.90861200535515 20.90861200535515 20.90861200535515 20.90861200535515 20.90861200535515 21.1340766549391 21.1340766549391 20.90861200535515 01 MODULO INICIAL C.E.I. Nº 152 ELEVACIONES CORTES Y ELEVACION POSTERIOR 20.90861200535515 20.90861200535515 CORTE A - A PROYECTO 20.90861200535515 20.90861200535515 20.90861200535515 PLANO 20.90861200535515 20.91740412465995 20.90861200535515 21.00861200535515 20.90861200535515 ELEVACION PRINCIPAL J.G.R. 1/100 ENERO 2000 LOCALIDAD : CUSUPE DISTRITO : MONSEFU PROVINCIA : CHICLAYO DEPART. : LAMBAYEQUE DIBUJO ESCALA A-2 20.90861200535515 CORTE B - B UBICACION FECHA LAMINA 20.90861200535515 Escala: 22-02-2000 Fecha: INDICADA Oficina Tecnica de Dibujo y Topografia DE OPERACIONES L A M B A Y E Q U E CONSEJO TRANSITORIO DE ADMINISTRACION REGIONAL ARQ° JUAN ESQUIVEL M. Dist: Codigo: Prov: Dpto: ZONA DE ALMACENES CTAR LAMBAYEQUE CEDE REGIONAL MEJORAM. INFRAESTRUCTURA Proyecto: Meta: CTAR GERENCIA REGIONAL CHICLAYO LAMBAYEQUE CHICLAYO Respons: Rev: Aprob: Lam: Dibujo: Topog: J.E.M. \A1;4.34 \A1;3.87 \A1;17.2 \A1;5 \A1;5 \A1;5 \A1;4.29 \A1;36.5 \A1;4.99 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;30.22 \A1;14.74 \A1;15.34 \A1;7.22 \A1;5 \A1;5 \A1;5 \A1;2.2 63.65 M2 ALMACENES ESTRUCTURA DE CONCRETO ARMADO Y MUROS DE LADRILLO (142.48 M2) ALMACEN 3 -4.417795893338592 -25.74734395632765 PLANTA GENERAL LEVANTAMIENTO 119.04 M2 ALMACEN 2 -25.74734395632765 -25.74734395632765 -25.74734395632765 CORTE 1-1 -5.228220627524678 -5.228220627524678 -25.74734395632765 -25.74734395632765 -25.74734395632765 -25.74734395632765 -25.74734395632765 ALMACEN 1 124.74 M2 -25.74734395632765 PLANTA GENERAL PROPUESTA ELEVACION GENERAL PROPUESTA CORTE 2-2 CORTE 3-3 EDIFICACION EXISTENTE -25.74734395632765 2 -25.74734395632765 3 2 3 ALMACENES DE ESTRUCTURA DE MADERA PROVISIONALES KIOSCO Escala: Fecha: 22-02-2000 INDICADA Oficina Tecnica de Dibujo y Topografia DE OPERACIONES L A M B A Y E Q U E CONSEJO TRANSITORIO DE ADMINISTRACION REGIONAL ARQ° JUAN ESQUIVEL M. Dist: Codigo: Prov: Dpto: CTAR LAMBAYEQUE CEDE REGIONAL MEJORAM. INFRAESTRUCTURA ZONA DE ALMACENES Proyecto: Meta: CTAR GERENCIA REGIONAL CHICLAYO LAMBAYEQUE CHICLAYO Respons: Rev: Aprob: -4.417795893338592 -4.417795893338592 ALMACEN 4 -25.74734395632765 -25.74734395632765 67.11 M2 AREA ESTACIONAMIENTO SH -4.417795893338592 -4.417795893338592 -4.417795893338592 Lam: Dibujo: Topog: J.E.M. 1 DEFENSA CIVIL JEFATURA 1 SH JEFATURA CEREM ALIGERADO Y VIGAS 01 MODULO INICIAL C.E.I. Nº 012 PROYECTO PLANO E.S.S. 1/100 FEBRERO 2000 LOCALIDAD : CUSUPE DISTRITO : MONSEFU PROVINCIA : CHICLAYO DEPART. : LAMBAYEQUE DIBUJO ESCALA E-1 UBICACION FECHA LAMINA AULA CALLE JOSE OLAYA CALLE SAN MARTIN MARISCAL SUCRE VIVIENDAS GUARDIANIA (CONS. DE ADOBE) SS.HH. 5 5 5 5 DEPOSITO N.P.T.+0.15 N.P.T.+0.15 SS.HH. AULA AULA UBICACION 01 MODULO INICIAL C.E.I. Nº 012 PROYECTO PLANO E.S.S. 1/500 FEBRERO 2000 DISTRITO : MONSEFU PROVINCIA : CHICLAYO DEPART. : LAMBAYEQUE DIBUJO ESCALA U-1 UBICACION FECHA LAMINA N.P.T.+0.15 MODULO AULA AULA AULA AULA INGRESO PRINCIPAL JUEGOS INFANTILES PATIO A U L A A U L A A U L A A U L A A U L A CALLE JOSE OLAYA CALLE SAN MARTIN MARISCAL SUCRE VIVIENDAS GUARDIANIA (CONS. DE ADOBE) SS.HH. 5 5 5 5 LLAVE GENERAL DE AGUA GRIO DE AGUA \A1;1.50 # PISO DE CEMENTO PULIDO COLOREADO Y BRUNADO Madera (Clima frio) SALA SALA A ESTANTERIA DE CONCRETO HECHA EN OBRA X1 X1 ±0.00 N.P.T. A VER DUCTO PARA MONTANTE DE INSTALACIONES ELECTRICAS 10 DEO91 100/220 \A1;0.30 A A B B \A1;.25 \A1;.58 \A1;2.70 \A1;.90 \A1;3.08 \A1;.45 \A1;1.73 \A1;.15 \A1;1.73 \A1;.45 \A1;3.08 \A1;.90 \A1;2.70 \A1;.58 \A1;.25 \A1;.60 \A1;.30 \A1;.30 \A1;.30 \A1;.15 \A1;.45 \A1;.15 \A1;.33 \A1;.20 \A1;.78 \A1;.15 \A1;.78 \A1;.15 \A1;1.25 \A1;.50 \A1;.30 \A1;.80 \A1;1.00 \A1;.15 \A1;1.00 \A1;.90 \A1;.50 \A1;.15 \A1;1.48 \A1;.15 \A1;1.40 \A1;.15 \A1;1.48 \A1;.20 \A1;.80 \A1;4.20 \A1;.25 \A1;.58 \A1;2.70 \A1;.90 \A1;2.08 \A1;1.00 \A1;.45 \A1;3.62 \A1;.44 \A1;1.00 \A1;2.08 \A1;.90 \A1;2.70 \A1;.58 \A1;.25 \A1;3.98 \A1;3.85 \A1;3.85 \A1;3.85 \A1;3.98 \A1;19.50 \A1;.25 \A1;3.50 \A1;.25 \A1;3.50 \A1;.25 \A1;.60 \A1;1.20 \A1;.60 \A1;.60 \A1;.30 \A1;3.88 \A1;3.88 \A1;7.75 \A1;.60 \A1;.25 \A1;3.50 \A1;.25 \A1;3.50 \A1;.25 \A1;1.20 \A1;9.55 NIV± BRUÑA TABIQUERIA DE MADERA VER DETALLES #N° DE CORTE #N° DE CORTE #N° DE CORTE \A1;.15 \A1;3.20 \A1;1.90 \A1;3.60 \A1;3.98 \A1;3.85 \A1;3.85 \A1;3.85 \A1;3.98 \A1;.20 \A1;3.60 \A1;.20 \A1;.15 \A1;3.20 \A1;1.25 \A1;1.80 \A1;3.85 \A1;3.85 \A1;3.85 \A1;3.98 \A1;3.98 VEREDA V-4 V-1 1 PROYECCION TECHO V-5 V-6 N.P.T. = 0.00 AULA S.S.H.H. 2 3 4 5 6 CL. VER DUCTO PARA MONTANTE DE INSTALACIONES ELECTRICAS 0.3000000000000398 A B C 0.25 0.5749999999999993 2.699999999999999 0.9000000000000057 3.074999999999974 0.4500000000000242 1.724999999999994 0.1500000000000004 1.724999999999996 0.4500000000000242 5 0.9000000000000057 2.699999999999999 0.5749999999999993 0.25 0.600000000000005 V-2 V-3 V-3 V-2 V-1 V-5 V-4 DEPOSITO DEPOSITO 0.3000000000000398 0.3000000000000398 0.3000000000000398 0.1500000000000057 0.4499999999999602 0.1499999999999986 0.3250000000001307 0.2000000000001307 0.7749999999999808 0.1500000000000536 0.7749999999999986 0.1500000000000004 1.250000000000009 0.5 P-1 P-1 P-2 P-2 P-2 P-2 0.3000000000000007 0.8000000000000007 1.0 0.1499999999999986 1.0 0.8999999999999986 0.5 0.1499999999999986 1.474999999999998 0.1499999999999986 1.400000000000002 0.1499999999999986 1.474999999999994 URINARIO LAVADEROS 0.2000000000000099 0.7999999999999972 4.200000000000031 0.25 0.5749999999999957 2.700000000000006 0.9000000000000057 2.074999999999974 1.0 0.4500000000000242 3.615000000000006 0.4350000000000094 0.9999999999999929 2.074999999999982 0.9000000000000057 2.699999999999999 0.5749999999999957 0.25 3.975000000000001 3.849999999999998 3.850000000000001 3.850000000000001 3.974999999999994 19.50008618720273 0.25 3.5 0.25 3.500000000000007 0.25 0.5999999999999943 1.199999999999996 0.6000000000000014 0.6000000000000014 0.2999999999999972 3.875 3.875000000000007 5 0.6000000000000014 0.25 3.500000000000007 0.25 3.5 0.25 1.199999999999996 9.550000000000004 PASILLO 1 2 PROY. DE VIGA +0.15 PISO DE LOSETA VENECIANA .30x.30 COLOR GRIS AULA +0.15 PISO DE LOSETA VENECIANA .30x.30 COLOR GRIS PROY. DE VIGA REPISAS DE MADERA REPISAS DE MADERA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA PIZARRA MURAL CON TICERO PIZARRA MURAL CON TICERO JUNTA 1"(TIPICO) C/ESPUMA PLASTICA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA +0.15 PISO DE CEMENTO PULIDO y BRUÑADO CON PENDIENTE 1% PISO DE CEMENTO PULIDO y BRUÑADO CON PENDIENTE 1% VEREDA 0.1499999999999986 3.200000000000003 5 3.600000000000001 NPT.±0.00 NPT.+0.15 1 2 3 4 5 6 3.975000000000001 3.849999999999998 3.850000000000001 3.850000000000001 3.974999999999994 5 ELEVACION PRINCIPAL-1 CEMENTO Y PINTADO CONTRAZOCALO h=.20 JUNTA 1"(TIPICO) C/ESPUMA PLASTICA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA BRUÑA BRUÑA NIV±+.30 0.1499999999999915 3.200000000000017 3.600000000000009 NPT.±0.00 NPT.+0.15 5 5 5 1 2 3 4 5 6 3.849999999999996 3.850000000000003 3.850000000000001 3.974999999999994 3.975000000000001 ELEVACION POSTERIOR -2 CEMENTO Y PINTADO CONTRAZOCALO h=.20 JUNTA 1"(TIPICO) C/ESPUMA PLASTICA BRUÑA BRUÑA NIV±+.30 \A1;.15 \A1;3.20 \A1;1.90 \A1;3.60 \A1;3.98 \A1;3.85 \A1;3.85 \A1;3.85 \A1;3.98 \A1;.20 \A1;.15 \A1;3.20 \A1;3.60 \A1;.20 \A1;1.25 \A1;1.80 \A1;3.85 \A1;3.85 \A1;3.85 \A1;3.98 \A1;3.98 0.1499999999999986 3.200000000000003 5 3.600000000000001 NPT.±0.00 NPT.+0.15 1 2 3 4 5 6 3.975000000000009 3.849999999999994 3.850000000000001 3.850000000000001 3.974999999999994 5 ELEVACION PRINCIPAL-1 CEMENTO Y PINTADO CONTRAZOCALO h=.20 JUNTA 1"(TIPICO) C/ESPUMA PLASTICA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA BRUÑA BRUÑA NIV±+.30 0.1499999999999915 3.200000000000017 3.600000000000009 NPT.±0.00 NPT.+0.15 5 5 5 1 2 3 4 5 6 3.849999999999994 3.850000000000001 3.850000000000009 3.974999999999994 3.975000000000001 ELEVACION POSTERIOR -2 CEMENTO Y PINTADO CONTRAZOCALO h=.20 JUNTA 1"(TIPICO) C/ESPUMA PLASTICA BRUÑA BRUÑA NIV±+.30 \A1;.60 \A1;3.45 \A1;3.20 \A1;.15 \A1;1.75 \A1;1.38 \A1;.10 \A1;.20 \A1;.15 \A1;3.23 \A1;1.00 \A1;3.02 \A1;3.55 \A1;1.20 5 5 5 5 5 5 5 5 CORTE A - A 5 5 5 5 3.449895651588648 3.200000000000017 PIZARRA MURAL CON TICERO \A1;.15 \A1;1.75 \A1;1.38 \A1;.10 \A1;.20 \A1;.15 \A1;3.23 \A1;1.00 \A1;3.02 \A1;3.45 \A1;3.20 TANK TOILET .05 .10 detalle cortagotas 5 5 5 5 5 5 5 5 CORTE A - A 5 3.449895651588633 3.200000000000017 \A1;.15 \A1;1.75 \A1;1.38 \A1;.10 \A1;.20 \A1;.15 \A1;3.23 \A1;1.00 \A1;3.02 \A1;3.45 \A1;3.20 .05 .10 detalle cortagotas 5 5 5 5 5 5 5 5 CORTE B-B 5 3.449895651588632 3.200000000000017 1/75 ALIGERADO JULIO 2012 FECHA: DISEÑO: PLANO: CAD: ESCALA: PROYECTO: ING. SANDRA VIDARTE M. CONSTRUCCION Y EQUIPAMIENTO DEL PUESTO DE SALUD EL ESPINAL DIRECCION DE ESTUDIOS Y ASISTENCIA TECNICA CONSTRUCCION,VIVIENDA Y SANEAMIENTO GERENCIA REGIONAL DE INFRAESTRUCTURA GOBIERNO REGIONAL DE LAMBAYEQUE UBICACION: OYOTUN DISTRITO : CHICLAYO PROV. : LAMBAYEQUE REGIÒN : \A1;0.30 \A1;1.73 \A1;.15 \A1;1.73 \A1;.45 \A1;.30 \A1;.15 \A1;.45 \A1;.15 \A1;.33 \A1;.20 \A1;.78 \A1;.15 \A1;.78 \A1;.15 \A1;1.25 \A1;.50 \A1;.30 \A1;.80 \A1;1.00 \A1;.15 \A1;1.00 \A1;.90 \A1;.50 \A1;.15 \A1;1.48 \A1;.15 \A1;1.40 \A1;.15 \A1;1.48 \A1;.20 \A1;.80 \A1;4.20 \A1;2.95 \A1;.90 \A1;2.33 \A1;1.00 \A1;.45 \A1;3.62 \A1;.44 \A1;1.00 \A1;4.23 \A1;4.10 \A1;3.85 \A1;20.50 \A1;.25 \A1;3.50 \A1;.25 \A1;3.50 \A1;.25 \A1;.60 \A1;1.20 \A1;.30 \A1;3.88 \A1;3.88 \A1;7.75 \A1;.60 \A1;.25 \A1;3.50 \A1;.25 \A1;3.50 \A1;.25 \A1;1.20 \A1;9.55 \A1;.83 \A1;0.30 \A1;.30 \A1;4.23 \A1;4.10 \A1;.25 \A1;.20 \A1;3.33 \A1;.30 \A1;.30 \A1;.30 \A1;2.95 \A1;.58 \A1;.25 \A1;.60 \A1;.70 \A1;.60 \A1;2.33 \A1;.90 \A1;2.95 \A1;.83 \A1;.70 VEREDA V-4 V-1 1 PROYECCION TECHO V-5 V-6 N.P.T. = 0.00 AULA S.S.H.H. 2 3 4 CL. VER DUCTO PARA MONTANTE DE INSTALACIONES ELECTRICAS 0.3000000000000398 A B C 1.724999999999994 0.1500000000000004 1.724999999999996 0.4500000000000242 V-2 V-3 V-3 V-2 V-5 DEPOSITO DEPOSITO 0.3000000000000398 0.1500000000000057 0.4499999999999602 0.1500000000000057 0.3250000000001307 0.2000000000001307 0.7749999999999808 0.1500000000000536 0.7749999999999986 0.1500000000000004 1.250000000000009 0.5 P-1 P-1 P-2 P-2 P-2 P-2 0.2999999999999972 0.7999999999999972 1.0 0.1500000000000057 1.0 0.8999999999999915 0.5 0.1499999999999986 1.474999999999994 0.1499999999999986 1.399999999999999 0.1500000000000057 1.474999999999994 URINARIO LAVADEROS 0.2000000000000099 0.7999999999999972 4.200000000000024 2.950000000000006 0.9000000000000057 2.324999999999974 1.0 0.4500000000000242 3.615000000000006 0.4350000000000094 0.9999999999999929 4.225000000000001 4.099999999999998 3.850000000000001 20.49999999999999 0.25 3.5 0.25 3.500000000000007 0.25 0.5999999999999943 1.199999999999996 0.2999999999999972 3.875 3.875000000000007 5 0.6000000000000014 0.25 3.500000000000007 0.25 3.5 0.25 1.199999999999996 9.550000000000004 PASILLO 1 2 PROY. DE VIGA +0.15 PISO DE LOSETA VENECIANA .30x.30 COLOR GRIS AULA +0.15 PISO DE LOSETA VENECIANA .30x.30 COLOR GRIS REPISAS DE MADERA REPISAS DE MADERA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA PIZARRA MURAL CON TICERO PIZARRA MURAL CON TICERO JUNTA 1"(TIPICO) C/ESPUMA PLASTICA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA +0.15 PISO DE CEMENTO PULIDO y BRUÑADO CON PENDIENTE 1% PISO DE CEMENTO PULIDO y BRUÑADO CON PENDIENTE 1% VEREDA 0.8249999999999957 V-1 6 5 0.3000000000000398 V-2 0.3000000000000398 4.225000000000001 4.099999999999991 0.2500000000000426 0.1999999999999815 3.324999999999974 0.2999999999999829 0.3000000000000398 0.2999999999999829 2.949999999999999 0.5749999999999993 0.25 0.6000000000000001 0.70000000000001 0.6000000000000001 PROYECCION TECHO PROY. DE VIGA V-4 2.324999999999978 0.9000000000000057 2.949999999999999 0.8249999999999957 0.6999999999999993 \A1;0.30 \A1;1.73 \A1;.15 \A1;1.73 \A1;.45 \A1;.30 \A1;.15 \A1;.45 \A1;.15 \A1;.33 \A1;.20 \A1;.78 \A1;.15 \A1;.78 \A1;.15 \A1;1.25 \A1;.50 \A1;.30 \A1;.80 \A1;1.00 \A1;.15 \A1;1.00 \A1;.90 \A1;.50 \A1;.15 \A1;1.48 \A1;.15 \A1;1.40 \A1;.15 \A1;1.48 \A1;.20 \A1;.80 \A1;4.20 \A1;2.95 \A1;.90 \A1;2.33 \A1;1.00 \A1;.45 \A1;3.62 \A1;.44 \A1;1.00 \A1;4.23 \A1;4.10 \A1;3.85 \A1;20.50 \A1;.25 \A1;3.50 \A1;.25 \A1;3.50 \A1;.25 \A1;.60 \A1;1.20 \A1;.30 \A1;3.88 \A1;3.88 \A1;7.75 \A1;.60 \A1;.25 \A1;3.50 \A1;.25 \A1;3.50 \A1;.25 \A1;1.20 \A1;9.55 \A1;.83 \A1;0.30 \A1;.30 \A1;4.23 \A1;4.10 \A1;.25 \A1;.20 \A1;3.33 \A1;.30 \A1;.30 \A1;.30 \A1;2.95 \A1;.58 \A1;.25 \A1;.60 \A1;.70 \A1;.60 \A1;2.33 \A1;.90 \A1;2.95 \A1;.83 \A1;.70 VEREDA V-4 V-1 1 PROYECCION TECHO V-5 V-6 N.P.T. = 0.00 AULA S.S.H.H. 2 3 4 CL. VER DUCTO PARA MONTANTE DE INSTALACIONES ELECTRICAS 0.3000000000000398 A B C 1.724999999999994 0.1500000000000004 1.724999999999996 0.4500000000000242 V-2 V-3 V-3 V-2 V-5 DEPOSITO DEPOSITO 0.3000000000000398 0.1500000000000057 0.4499999999999602 0.1500000000000057 0.3250000000001307 0.2000000000001307 0.7749999999999808 0.1500000000000536 0.7749999999999986 0.1500000000000004 1.250000000000009 0.5 P-1 P-1 P-2 P-2 P-2 P-2 0.2999999999999972 0.7999999999999972 1.0 0.1500000000000057 1.0 0.8999999999999915 0.5 0.1499999999999986 1.474999999999994 0.1499999999999986 1.399999999999999 0.1500000000000057 1.474999999999994 URINARIO LAVADEROS 0.2000000000000099 0.7999999999999972 4.200000000000024 2.950000000000006 0.9000000000000057 2.324999999999974 1.0 0.4500000000000242 3.615000000000006 0.4350000000000094 0.9999999999999929 4.225000000000001 4.099999999999998 3.850000000000001 20.49999999999999 0.25 3.5 0.25 3.500000000000007 0.25 0.5999999999999943 1.199999999999996 0.2999999999999972 3.875 3.875000000000007 5 0.6000000000000014 0.25 3.500000000000007 0.25 3.5 0.25 1.199999999999996 9.550000000000004 PASILLO 1 2 PROY. DE VIGA +0.15 PISO DE LOSETA VENECIANA .30x.30 COLOR GRIS AULA +0.15 PISO DE LOSETA VENECIANA .30x.30 COLOR GRIS REPISAS DE MADERA REPISAS DE MADERA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA PIZARRA MURAL CON TICERO PIZARRA MURAL CON TICERO JUNTA 1"(TIPICO) C/ESPUMA PLASTICA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA +0.15 PISO DE CEMENTO PULIDO y BRUÑADO CON PENDIENTE 1% PISO DE CEMENTO PULIDO y BRUÑADO CON PENDIENTE 1% VEREDA 0.8249999999999957 V-1 6 5 0.3000000000000398 V-2 0.3000000000000398 4.225000000000001 4.099999999999991 0.2500000000000426 0.1999999999999815 3.324999999999974 0.2999999999999829 0.3000000000000398 0.2999999999999829 2.949999999999999 0.5749999999999993 0.25 0.6000000000000001 0.70000000000001 0.6000000000000001 PROYECCION TECHO PROY. DE VIGA V-4 2.324999999999978 0.9000000000000057 2.949999999999999 0.8249999999999957 0.6999999999999993 \A1;7.95 \A1;7.95 \A1;7.25 \A1;7.25 \A1;8.15 \A1;7.25 \A1;4.10 \A1;3.85 \A1;20.90 \A1;.25 \A1;3.50 \A1;.25 \A1;3.50 \A1;.25 \A1;.60 \A1;1.20 \A1;.30 \A1;3.88 \A1;3.88 \A1;7.75 \A1;.60 \A1;.25 \A1;3.50 \A1;.25 \A1;3.65 \A1;.25 \A1;1.20 \A1;9.70 \A1;.83 \A1;0.30 \A1;.30 \A1;4.43 \A1;4.10 \A1;.25 \A1;.20 \A1;3.33 \A1;.30 \A1;.30 \A1;.30 \A1;2.95 \A1;.58 \A1;.25 \A1;.60 \A1;.70 \A1;.60 \A1;2.33 \A1;.90 \A1;3.15 \A1;.83 \A1;.70 \A1;0.30 \A1;1.73 \A1;.15 \A1;1.73 \A1;.45 \A1;.30 \A1;.15 \A1;.45 \A1;.15 \A1;.33 \A1;.20 \A1;.78 \A1;.15 \A1;.78 \A1;.15 \A1;1.25 \A1;.50 \A1;.30 \A1;.80 \A1;1.00 \A1;.15 \A1;1.00 \A1;.90 \A1;.50 \A1;.15 \A1;1.48 \A1;.15 \A1;1.40 \A1;.15 \A1;1.48 \A1;.20 \A1;.80 \A1;4.20 \A1;2.95 \A1;.90 \A1;2.33 \A1;1.00 \A1;.45 \A1;3.62 \A1;.44 \A1;1.00 \A1;4.43 VEREDA V-4 V-1 1 PROYECCION TECHO V-5 V-6 N.P.T. = 0.00 AULA S.S.H.H. 2 3 4 CL. VER DUCTO PARA MONTANTE DE INSTALACIONES ELECTRICAS 0.3000000000000682 A B C 1.725000000000023 0.1499999999999773 1.725000000000023 0.4500000000000455 V-2 V-3 V-3 V-2 V-5 DEPOSITO DEPOSITO 0.3000000000000682 0.1500000000000341 0.4499999999999318 0.1500000000000341 0.3250000000000455 0.2000000000001592 0.7749999999999773 0.1500000000000909 0.7749999999999773 0.1499999999999773 1.25 0.5 P-1 P-1 P-2 P-2 P-2 P-2 0.2999999999999545 0.8000000000000114 1.0 0.1500000000000341 1.0 0.8999999999999773 0.5 0.1499999999999773 1.474999999999966 0.1500000000000341 1.399999999999977 0.1499999999999773 1.475000000000023 URINARIO LAVADEROS 0.1999999999999886 0.8000000000000114 4.199999999999989 2.950000000000045 0.8999999999999773 2.325000000000045 1.0 0.4499999999999318 3.615000000000009 0.4350000000000591 1.0 4.424999999999955 4.099999999999909 3.850000000000023 20.89999999999986 0.25 3.5 0.25 3.5 0.25 0.6000000000000227 1.200000000000045 0.2999999999999545 3.875 3.875 5 0.5999999999999659 0.25 3.5 0.25 3.649999999999977 0.25 1.200000000000045 9.699999999999989 PASILLO 1 2 PROY. DE VIGA +0.15 PISO DE LOSETA VENECIANA .30x.30 COLOR GRIS AULA +0.15 PISO DE LOSETA VENECIANA .30x.30 COLOR GRIS REPISAS DE MADERA REPISAS DE MADERA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA PIZARRA MURAL CON TICERO PIZARRA MURAL CON TICERO JUNTA 1"(TIPICO) C/ESPUMA PLASTICA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA +0.15 PISO DE CEMENTO PULIDO y BRUÑADO CON PENDIENTE 1% PISO DE CEMENTO PULIDO y BRUÑADO CON PENDIENTE 1% VEREDA 0.8249999999999318 V-1 6 5 0.2999999999999545 V-2 0.3000000000000682 4.425000000000068 4.100000000000023 0.25 0.1999999999999318 3.325000000000045 0.2999999999999545 0.3000000000000682 0.2999999999999545 2.950000000000045 0.5749999999999318 0.25 0.6000000000000227 0.6999999999999886 0.6000000000000227 PROYECCION TECHO PROY. DE VIGA V-4 2.324999999999932 0.900000000000091 3.149999999999977 0.8250000000000455 0.6999999999999318 8.149999999999977 7.25 \A1;0.30 \A1;.30 \A1;4.43 \A1;4.10 \A1;.25 \A1;.20 \A1;3.33 \A1;.30 \A1;.30 \A1;.30 \A1;2.95 \A1;.58 \A1;.25 \A1;.60 \A1;.70 \A1;.60 \A1;2.33 \A1;.90 \A1;3.15 \A1;.83 \A1;.70 \A1;8.15 \A1;7.25 \A1;0.30 \A1;1.73 \A1;.15 \A1;1.73 \A1;.45 \A1;.30 \A1;.15 \A1;.45 \A1;.15 \A1;.33 \A1;.20 \A1;.78 \A1;.15 \A1;.78 \A1;.15 \A1;1.25 \A1;.50 \A1;.30 \A1;.80 \A1;1.00 \A1;.15 \A1;1.00 \A1;.90 \A1;.50 \A1;.15 \A1;1.48 \A1;.15 \A1;1.40 \A1;.15 \A1;1.48 \A1;.20 \A1;.80 \A1;4.20 \A1;2.95 \A1;.90 \A1;2.33 \A1;1.00 \A1;.45 \A1;3.62 \A1;.44 \A1;1.00 \A1;4.43 \A1;4.10 \A1;3.85 \A1;20.90 \A1;.25 \A1;3.50 \A1;.25 \A1;3.65 \A1;.25 \A1;1.20 \A1;1.20 \A1;.30 \A1;3.88 \A1;3.88 \A1;7.75 \A1;.60 \A1;.25 \A1;3.50 \A1;.25 \A1;3.65 \A1;.25 \A1;1.20 \A1;9.70 \A1;.83 VEREDA V-4 V-1 1 PROYECCION TECHO V-5 V-6 N.P.T. = 0.00 AULA S.S.H.H. 2 3 4 CL. VER DUCTO PARA MONTANTE DE INSTALACIONES ELECTRICAS 0.3000000000000682 A B C 1.725000000000023 0.1499999999999773 1.725000000000023 0.4500000000000455 V-2 V-3 V-3 V-2 V-5 DEPOSITO DEPOSITO 0.3000000000000682 0.1500000000000341 0.4499999999999318 0.1500000000000341 0.3250000000000455 0.2000000000001592 0.7749999999999773 0.1500000000000909 0.7749999999999773 0.1499999999999773 1.25 0.5 P-1 P-1 P-2 P-2 P-2 P-2 0.2999999999999545 0.8000000000000114 1.0 0.1500000000000341 1.0 0.8999999999999773 0.5 0.1499999999999773 1.474999999999966 0.150000000000035 1.399999999999977 0.1499999999999773 1.475000000000023 URINARIO LAVADEROS 0.1999999999999886 0.8000000000000114 4.199999999999989 2.950000000000045 0.8999999999999773 2.325000000000045 1.0 0.4499999999999318 3.615000000000009 0.4350000000000591 1.0 4.424999999999955 4.099999999999909 3.850000000000023 20.89999999999986 0.25 3.5 0.25 3.649999999999977 0.25 1.200000000000045 1.200000000000045 0.2999999999999545 3.874999999999999 3.875 5 0.5999999999999659 0.25 3.500000000000001 0.25 3.649999999999977 0.25 1.200000000000044 9.699999999999989 PASILLO 1 2 PROY. DE VIGA +0.15 PISO DE LOSETA VENECIANA .30x.30 COLOR GRIS AULA +0.15 PISO DE LOSETA VENECIANA .30x.30 COLOR GRIS REPISAS DE MADERA REPISAS DE MADERA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA PIZARRA MURAL CON TICERO PIZARRA MURAL CON TICERO JUNTA 1"(TIPICO) C/ESPUMA PLASTICA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA +0.15 PISO DE CEMENTO PULIDO y BRUÑADO CON PENDIENTE 1% PISO DE CEMENTO PULIDO y BRUÑADO CON PENDIENTE 1% VEREDA 0.8249999999999318 V-1 6 5 0.2999999999999545 V-2 0.3000000000000682 4.425000000000068 4.100000000000023 0.25 0.1999999999999318 3.325000000000045 0.2999999999999545 0.3000000000000682 0.2999999999999545 2.950000000000045 0.5749999999999318 0.25 0.6000000000000227 0.6999999999999886 0.6000000000000227 PROYECCION TECHO PROY. DE VIGA V-4 2.324999999999932 0.900000000000091 3.149999999999977 0.8250000000000455 0.6999999999999318 8.149999999999977 7.25 \A1;0.30 \A1;1.73 \A1;.15 \A1;1.73 \A1;.45 \A1;.30 \A1;.15 \A1;.45 \A1;.15 \A1;.33 \A1;.20 \A1;.78 \A1;.15 \A1;.78 \A1;.15 \A1;1.25 \A1;.50 \A1;.30 \A1;.80 \A1;1.00 \A1;.15 \A1;1.00 \A1;.90 \A1;.50 \A1;.15 \A1;1.48 \A1;.15 \A1;1.40 \A1;.15 \A1;1.48 \A1;.20 \A1;.80 \A1;4.20 \A1;2.95 \A1;.90 \A1;2.33 \A1;1.00 \A1;.45 \A1;3.62 \A1;.44 \A1;1.00 \A1;4.43 \A1;4.10 \A1;3.85 \A1;20.90 \A1;.25 \A1;3.50 \A1;.25 \A1;3.65 \A1;.25 \A1;1.20 \A1;1.20 \A1;.30 \A1;3.88 \A1;3.88 \A1;7.75 \A1;.60 \A1;.25 \A1;3.50 \A1;.25 \A1;3.65 \A1;.25 \A1;1.20 \A1;9.70 \A1;.83 \A1;0.30 \A1;.30 \A1;4.43 \A1;4.10 \A1;.25 \A1;.20 \A1;3.33 \A1;.30 \A1;.30 \A1;.30 \A1;2.95 \A1;.58 \A1;.25 \A1;.60 \A1;.70 \A1;.60 \A1;2.33 \A1;.90 \A1;3.15 \A1;.83 \A1;.70 \A1;8.15 \A1;7.40 VEREDA V-4 V-1 1 PROYECCION TECHO V-5 V-6 N.P.T. = 0.00 AULA S.S.H.H. 2 3 4 CL. VER DUCTO PARA MONTANTE DE INSTALACIONES ELECTRICAS 0.3000000000000682 A B C 1.725000000000023 0.1499999999999773 1.725000000000023 0.4500000000000455 V-2 V-3 V-3 V-2 V-5 DEPOSITO DEPOSITO 0.3000000000000682 0.1500000000000341 0.4499999999999318 0.1500000000000341 0.3250000000000455 0.2000000000001592 0.7749999999999773 0.1500000000000909 0.7749999999999773 0.1499999999999773 1.25 0.5 P-1 P-1 P-2 P-2 P-2 P-2 0.2999999999999545 0.8000000000000114 1.0 0.1500000000000341 1.0 0.8999999999999773 0.5 0.1499999999999773 1.474999999999966 0.150000000000035 1.399999999999977 0.1499999999999773 1.475000000000023 URINARIO LAVADEROS 0.1999999999999886 0.8000000000000114 4.199999999999989 2.950000000000045 0.8999999999999773 2.325000000000045 1.0 0.4499999999999318 3.615000000000009 0.4350000000000591 1.0 4.424999999999955 4.099999999999909 3.850000000000023 20.89999999999986 0.25 3.5 0.25 3.649999999999977 0.25 1.200000000000045 1.200000000000045 0.2999999999999545 3.874999999999999 3.875 5 0.5999999999999659 0.25 3.500000000000001 0.25 3.649999999999977 0.25 1.200000000000044 9.699999999999989 PASILLO 1 2 PROY. DE VIGA +0.15 PISO DE LOSETA VENECIANA .30x.30 COLOR GRIS AULA +0.15 PISO DE LOSETA VENECIANA .30x.30 COLOR GRIS REPISAS DE MADERA REPISAS DE MADERA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA PIZARRA MURAL CON TICERO PIZARRA MURAL CON TICERO JUNTA 1"(TIPICO) C/ESPUMA PLASTICA JUNTA 1"(TIPICO) C/ESPUMA PLASTICA +0.15 PISO DE CEMENTO PULIDO y BRUÑADO CON PENDIENTE 1% PISO DE CEMENTO PULIDO y BRUÑADO CON PENDIENTE 1% VEREDA 0.8249999999999318 V-1 6 5 0.2999999999999545 V-2 0.3000000000000682 4.425000000000068 4.100000000000023 0.25 0.1999999999999318 3.325000000000045 0.2999999999999545 0.3000000000000682 0.2999999999999545 2.950000000000045 0.5749999999999318 0.25 0.6000000000000227 0.6999999999999886 0.6000000000000227 PROYECCION TECHO PROY. DE VIGA V-4 2.324999999999932 0.900000000000091 3.149999999999977 0.8250000000000455 0.6999999999999318 8.149999999999977 7.399999999999977 \A1; 1O1/2"@.20 / 1O1/2"@.20 / 5 5 5 5 5 5 5 5 X X X X X X X X X X X X X X X X X X X X Y Y Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z-1 Z-1 Z-1 Z-1 Z-2 Z-2 Z-2 Z-2 Z-3 Z-3 Z-3 Z-3 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 CIMENTACION C-1 5 5 5 5 5 5 5 5 5 5 1 O 1/2" / 1 O 1/2" / 1 O 1/2" / 1 O 1/2" / 1 O 1/2" / 1 O 1/2" / 1 O 1/2" / 1 O 1/2" / 1 O 1/2" / A V-A (25 x 30 cms.) V-A (25 x 30 cms.) V-A (25 x 30 cms.) V-A (25 x 30 cms.) V-A (25 x 30 cms.) V-A (25 x 30 cms.) V-A (25 x 30 cms.) V-A (25 x 30 cms.) V-A (25 x 30 cms.) V-A (25 x 30 cms.) V-A (25 x 30 cms.) V-A (25 x 30 cms.) V-A (25 x 30 cms.) V-A (25 x 30 cms.) V-A (25 x 30 cms.) V-A (25 x 30 cms.) V-A (25 x 30 cms.) V-A (25 x 30 cms.) V-A (25 x 30 cms.) V-P (30 x 50 cms.) V-P (30 x 50 cms.) ESPECIFICACIONES TECNICAS rec. losas = 2 cms. rec vigas = 4 cms. Fy = 4,200 Kg/cm2 f'c = 210 Kg/cm2 CORTE ALIGERADO 1/25 0.40 0.10 0.15 0.05 Ast 0 1/4" @ .25 / 0.25 0.30 5 0 1/2" / Est. 0 3/8", 1 @ .25 / CORTE V-A 1/25 V-P (30 x 50 cms.) 2 0 1" / 2 0 1" / 2 0 3/4" / 2.45 2.45 1.00 1.00 1/50 2 0 1/2" / 2 0 1/2" / 2 0 3/4" / 2 0 1" / Est. O 3/8", 1 @ .05, 6 @ .20, resti @ .45, a cada lado / ALIGERADO Y VIGAS E-1 N.P.T. +.15 N.T.N. 0.00 0.60 0.40 0.15 VARIABLE 0.20 DETALLE DE ZAPATA 2 1/50 0.60 0.60 N.P.T. + .15 0.35 0.30 .25 N.P.T. + .15 0.60 0.50 .15 0.30 0.35 .15 0.50 0.30 0.35 0.60 N.P.T. + .15 X - X Y - Y Z - Z 1/50 1/50 1/50 6 O 1/2" / 4 O 1/2" / .30 .35 .25 .25 C-1 C-2 COLUMNAS 1/50 P = 1.00 Kg/cm2 SOBRECIM = 1:8 + 25% P.M. CIMIENTOS = 1:10 + 30% P.G. ESPECIFICACIONES TECNICAS Df = 1.10 m. CONCRETO CICLOPEO CONCRETO ARMADO REC = 4 cm FY = 4,200 Kg/cm2 f'c = 175 Kg/cm2 (Zap, Vig. Cim) G A A B B C D E E F G G G G C-2 C-1 DE LA RED PUBLICA S S 2a,b g 2e,f S 250 x 250 mm. PVC-15 mm O L - 2-2.5 mm2 TW PVC-15 mm O L - 2-2.5 mm2 TW TOMACORRIENTES S/A RESERVA ALUMBRADO DIAGRAMA UNIFILAR PVC-20 mm O P - 2-6 mm2 TW 2 x 30A C-3 C-2 C-1 2x15A 2x15A F. S. = 0.8 MAX. DEM. = 1.52 KW. POT. INST. = 1.90 KW. CUADRO DE POTENCIAS A G TABLERO DE DISTRIBUCION TOMACORRIENTES CENTRO DE LUZ SPOT LIGHT TUB. POR PISO TUB. POR TECHO O PARED 1.50 m. 0.45 m. TECHO TECHO LEYENDA INST. ELECTRICAS IE-1 INST. SANITARIAS IS-2 INST. SANITARIAS IS-1 DESAGUE AGUA .65 .23 .33 .10 .30 .10 1.2 .15 .30 .10 1 0 3/8" @ .125 Conecta a red interna C.F.= -.40 C.T.= 0.00 25 X 50 cms. Conecta a la red interna 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" Tuberia perforada 1/2" Valvula Comp. 1/2" Valvula Comp. 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 4" 4" 4" 4" 4" 2" R=2" Tuberia de Ventilacion 2" 2" 2" 2" 2" 2" 2" R=2" S=2" S=2" R=2" 2" 2" 2" 1/2" DETALLE 1/25 MODULO A UBICACION U-1 d S F 0.25 f'c = 210 Kg/cm2 (Columnas) 0.10 solado c S 1 LLEGA SALE S=1% interior Ø4" 1 S=1% 0.50x0.50 Ø4" A A N.A. LLEGA Ø4" S=1% SALE Ø4" S=1% A FOSA DE PERCOLACION Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 B B Ø3/8"@.20 C S=1% 0.50x0.50 interior C Ø4" 1.50 LLEGA CORTE C-C Ø3/8"@.20 Ø3/8"@.20 (sin fragua a los costados) LADRILLO ASENTADO DE CABEZA Ø4" Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 \fMetrostyle Extended|b0|i0|c0|p34;\C4;PLANTA FOSA DE PERCOLACION \fMetrostyle Extended|b0|i0|c0|p34;\C4;CORTE 1-1 \fMetrostyle Extended|b0|i0|c0|p34;\C4;POZO SEPTICO \fMetrostyle Extended|b0|i0|c0|p34;\C4;PLANTA - CORTE A-A \fMetrostyle Extended|b0|i0|c0|p34;\C4;CORTE B-B \fMetrostyle Extended|b0|i0|c0|p34;\C4;PLANTA Ø3/8"@.20 8.250774526679123 1.25 .20 14.78368670204257 1.50 14.78368670204257 14.78368670204257 1.50 .20 14.78368670204257 .50 14.78368670204257 8.072660582652688 1.50 8.072660582652688 8.072660582652688 1.50 8.072660582652688 .15 .05 8.072660582652688 1.80 12.07266058265268 1.50 0.6390228935300826 0.6390228935300826 1.50 0.6390228935300826 0.6390228935300826 1.2228484816793 1.50 1.2228484816793 1.80 0.6228484816792985 0.6228484816792985 FOSA DE POZO SEPTICO Y PERCOLACION IS-3 PATIO ZONA DE JUEGOS MECANICOS MODULO FUTURO 0.0 0.0 0.0 INGRESO PROPUESTO LINEA DE PROPIEDAD DEL TERRENO PROPIEDAD DEL CEP 10037 1.089885295184985 1.089885295184985 1.089885295184985 1.089885295184985 1.089885295184985 1.089885295184985 50.00 50.00 CEM 10037 PLATAFORMA DEPORTIVA A MONSEFU A LARAN 1/400 1/2000 ESCALA ESCALA CONSTRUIR R @ .35 a c/lado Est O 3/8 1 @ .05 / 6 O 1/2" / 4 @ .20 Est O 3/8 1 @ .05 R @ .35 a c/lado 5 @ .20 / Est O 3/8 1 @ .05 R @ .35 a c/lado 4 @ .20 / Est O 3/8 1 @ .05 4 @ .20 R @ .35 a c/lado / 6 O 1/2" / Est O 3/8 1 @ .05 4 @ .20 R @ .35 a c/lado / 6 O 1/2" / 4 @ .20 R @ .35 a c/lado Tuberia de Ventilacion 2" Tuberia de Ventilacion 2" UBICACION U-1 MODULO 5 5.25 DISTRIBUCION NIV±+.30 NIV±+.30 1/50 ARQUITECTURA SET. 2012 FECHA: DISEÑO: PLANO: CAD: ESCALA: PROYECTO: CENTRO EDUCATIVO INICIAL UBICACION: DISTRITO : PROV. : REGIÒN : AREA INTERIOR DE AULA : 57.64 M2 5 5 5 5 NIV±+.30 NIV±+.30 1/50 ARQUITECTURA SET. 2012 FECHA: DISEÑO: PLANO: CAD: ESCALA: PROYECTO: CENTRO EDUCATIVO INICIAL UBICACION: DISTRITO : PROV. : REGIÒN : AREA INTERIOR DE AULA : 60.31 M2

Language	Spanish
Drawing Type	Plan
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio, Parking
Tags	autocad, College, designations, dimensions, DWG, facades, initial, library, plan, plans, plants, school, sections, university