Health Center, Clinic DWG Plan for AutoCAD

Plans – Sections – Views of Health Center

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

lamina:, plane:, architecture, specialty:, indicated, date:, scale:, distribution, location:, type of work:, frgm, design:, juan carlos garcia durand, owner:, francisco, drawing:, arq. ……………………………………….., revision: , …………………….., district: mariano melgar, edificación, professional:, civil engineer., cip ……, project:, post bridge durand, signature and stamp :, number of plane :, province: leoncio meadow, department: huanuco, width, type, symbol for windows, detail of spans, symbol for doors, height, width, height, sill, deposit, polished cement, kit, box, file, admission, child, office, hall, ss. hh., nurses, rest room, topic, waiting, cleaning, cistern, warehouse, generator, work, woman, room, room, pumping, stand, group, a ”, b ”, projection coverage , front perimeter fence, rear perimeter fence, sidewalk, elevations and, cuts

Raw text data extracted from CAD file:

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REVISION : .......................... DISTRITO: MARIANO MELGAR EDIFICACIÒN A-1 PROFESIONAL : JUAN CARLOS GARCIA DURAND INGENIERO CIVIL. CIP ...... PROYECTO : POSTA PUENTE DURAND FIRMA Y SELLO: NUMERO DE PLANO: 1/1 PROVINCIA: LEONCIO PRADO DEPARTAMENTO: HUANUCO Ancho TIPO SIMBOLO PARA VENTANAS DETALLE DE VANOS SIMBOLO PARA PUERTAS ALTURA ANCHO Alto Alfeizar \A1;.15 \A1;2.08 \A1;.40 \A1;3.32 \A1;.40 \A1;.15 \A1;3.00 \A1;.10 \A1;4.50 \A1;.55 \A1;2.30 \A1;.30 \A1;.30 \A1;4.50 \A1;1.00 \A1;.78 \A1;2.83 \A1;.05 \A1;.15 \A1;.90 \A1;13.10 \A1;6.60 \A1;.15 \A1;2.80 \A1;.15 \A1;3.00 \A1;1.80 \A1;2.08 \A1;.40 \A1;3.32 \A1;.40 \A1;.15 \A1;2.99 \A1;.10 \A1;.90 \A1;1.95 \A1;.85 \A1;.40 \A1;.15 \A1;2.00 \A1;.40 \A1;.15 \A1;4.65 \A1;.55 \A1;2.30 \A1;.30 \A1;3.25 \A1;1.25 \A1;1.25 \A1;2.85 \A1;.15 \A1;3.80 \A1;.15 \A1;3.75 \A1;.40 \A1;4.50 \A1;.30 \A1;.40 \A1;46.12 \A1;2.20 \A1;.90 \A1;1.10 \A1;4.50 \A1;.30 \A1;4.50 \A1;.30 \A1;4.50 \A1;.30 \A1;2.02 \A1;.30 \A1;.15 \A1;.05 \A1;1.00 \A1;.15 \A1;.40 \A1;1.25 \A1;.15 \A1;.55 \A1;2.30 \A1;.30 \A1;.15 \A1;3.00 \A1;.10 \A1;3.25 \A1;1.25 \A1;1.25 \A1;2.85 \A1;.15 \A1;3.80 \A1;.15 \A1;3.75 \A1;.40 \A1;6.20 \A1;.40 \A1;30.60 \A1;2.20 \A1;.90 \A1;.90 \A1;.15 \A1;.05 \A1;1.00 \A1;.15 \A1;.40 \A1;1.25 \A1;.15 \A1;1.40 \A1;.30 DEPOSITO NPT=+0.15 Cemento Pulido BOTIQUIN NPT=+0.15 Cemento Pulido CAJA ARCHIVO ADMISION NIÑO NPT=+0.15 Cemento Pulido CONSULTORIO HALL NPT=+0.15 Cemento Pulido SS. HH. NPT=+0.15 Cemento Pulido ENFERMERAS NPT=+0.15 Cemento Pulido SALA DE REPOSO NPT=+0.15 Cemento Pulido TOPICO NPT=+0.15 Cemento Pulido ESTAR NPT=+0.15 Cemento Pulido DORMITORIO 01 NPT=+0.15 Cemento Pulido ESPERA NPT=+0.15 Cemento Pulido LIMPIEZA NPT=+0.15 Cemento Pulido CISTERNA T.E. NPT=+0.15 Cemento Pulido ALMACEN NPT=+0.15 Cemento Pulido ELECTROGENO NPT=+0.15 Cemento Pulido SS. HH. NPT=+0.15 Cemento Pulido SS. HH. NPT=+0.15 Cemento Pulido SS. HH. NPT=+0.15 Cemento Pulido SS. HH. NPT=+0.15 Cemento Pulido TRABAJO DE MUJER NPT=+0.15 Cemento Pulido CONSULTORIO CUARTO SALA BOMBEO CASETA DE GRUPO 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 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 1 2 3 4 5 6 A B C D A B' C D 4 5' 1' 2' 3' 4' 1' 2' 3' 4' A' B' C' A'' B'' 1 1 A A Cap. 2.50m3. 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 SS. HH. NPT=+0.15 Cemento Pulido ENFERMERAS NPT=+0.15 Cemento Pulido TRABAJO DE HALL NPT=+0.15 Cemento Pulido BOTIQUIN NPT=+0.15 Cemento Pulido CAJA ARCHIVO ADMISION NIÑO NPT=+0.15 Cemento Pulido CONSULTORIO LIMPIEZA NPT=+0.15 Cemento Pulido CUARTO MUJER NPT=+0.15 Cemento Pulido CONSULTORIO \LPLANTA DISTRIBUCION PRIMER NIVEL \lEscala 1/50 P1 1.00x2.10 P2 2.50x2.10 P1 1.00x2.10 P1 1.00x2.10 P1 1.00x2.10 P1 1.00x2.10 P1 1.00x2.10 P1 0.80x2.10 P1 0.80x2.10 P1 1.00x2.10 P1 1.00x2.10 P1 1.00x2.10 P1 1.00x2.10 P1 1.00x2.10 P1 1.00x2.10 P1 1.00x2.10 P1 1.20x2.10 P1 0.80x2.10 P1 0.80x2.10 P1 0.80x2.10 P1 0.80x2.10 P1 1.20x2.10 P1 1.20x2.10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3.25 V-1 2.10 0.60 2.20 V 1.20 1.50 2.85 V 1.20 1.50 3.80 V 1.20 1.50 3.75 V 1.20 1.50 2.90 V 1.20 1.50 4.90 V 1.20 1.50 4.25 V-4 1.20 1.50 4.20 V-5 1.20 1.50 1.25 V-2 2.10 0.60 1.50 V 2.10 0.60 3.30 V 1.20 1.50 2.10 V 1.20 1.50 2.35 V 2.10 1.20 3.50 V 2.10 1.20 2.75 V 2.10 1.20 5 5 5 5 1.25 V 2.10 0.60 2.50 V-3 1.20 1.50 1.25 V-2 2.10 0.60 1.50 V 2.10 0.60 5 4' PROYECCION COBERTURA PROYECCION COBERTURA PROYECCION COBERTURA PROYECCION COBERTURA PROYECCION COBERTURA PROYECCION COBERTURA PROYECCION COBERTURA PROYECCION COBERTURA PROYECCION COBERTURA CERCO PERIMETRICO FRONTAL CERCO PERIMETRICO POSTERIOR CERCO PERIMETRICO POSTERIOR CERCO PERIMETRICO POSTERIOR CERCO PERIMETRICO POSTERIOR CERCO PERIMETRICO POSTERIOR CERCO PERIMETRICO POSTERIOR \LCORTE 1 - 1\l Escala 1/50 5 \LELEVACION LATERAL\l Escala 1/50 5 5 5 5 \LCORTE A - A \lEscala 1/50 5 5 5 \LDETALLE CERCO PERIMETRICO FRONTAL \lEscala 1/25 \LDETALLE CERCO PERIMETRICO POSTERIOR \lEscala 1/25 \LCORTE 1-1 CERCO PERIMETRICO \lEscala 1/25 Barra de Acero d 1/2" x 3" 5 5 5 5 5 LADRILLO CARAVISTA 9 X 12 X 23 cm. Barra de Acero d 1/2" x 3", e = 2 mm. 1 1 2 2 Barra de Acero d 1/2" x 3", e = 2 mm. \LCORTE 2-2 CERCO PERIMETRICO \lEscala 1/25 CERCO PERIMETRICO POSTERIOR CERCO PERIMETRICO FRONTAL CERCO PERIMETRICO FRONTAL 5 \LELEVACION FRONTAL \lEscala 1/50 NPT=+0.15 Cemento Pulido VEREDA NPT=+0.15 Cemento Pulido VEREDA NPT=+0.15 Cemento Pulido VEREDA NPT=+0.15 Cemento Pulido VEREDA NPT=+0.15 Cemento Pulido VEREDA NPT=+0.15 Cemento Pulido VEREDA NPT=+0.15 Cemento Pulido VEREDA NPT=+0.15 Cemento Pulido VEREDA NPT=+0.15 Cemento Pulido VEREDA N.P.T. +0.15 m VEREDA N.T.N. +0.00 m Cap. 2.50m3. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SS. HH. NPT=+0.15 Cemento Pulido ESPERA NPT=+0.15 Cemento Pulido BOTIQUIN NPT=+0.15 Cemento Pulido CAJA ARCHIVO ADMISION N.P.T. +0.15 m VEREDA N.T.N. +0.15 m N.P.T. +0.15 m VEREDA N.T.N. +0.15 m 5 5 5 5 5 5 5 5 \LELEVACION FRONTAL CON CERCO \lEscala 1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Barra de Acero d 1/2" x 3", e = 2 mm. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Barra de Acero d 1/2" x 3", e = 2 mm. 5 5 5 N.P.T. +0.15 m VEREDA N.T.N. +0.00 m 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 N.P.T. +0.15 m VEREDA N.T.N. +0.00 m 5 5 N.P.T. +0.15 m VEREDA N.T.N. +0.15 m LAMINA : PLANO : ARQUITECTURA ESPECIALIDAD : INDICADA FECHA : ESCALA : ELEVACIONES Y NOV. 2007 UBICACIÓN : TIPO DE OBRA : FRGM DISEÑO: JUAN CARLOS GARCIA DURAND PROPIETARIO : FRANCISCO DIBUJO : Arq. ............................................... REVISION : .......................... DISTRITO: MARIANO MELGAR EDIFICACIÒN A-2 PROFESIONAL : JUAN CARLOS GARCIA DURAND INGENIERO CIVIL. CIP ...... PROYECTO : POSTA PUENTE DURAND FIRMA Y SELLO: NUMERO DE PLANO: 1/1 CORTES PROVINCIA: LEONCIO PRADO DEPARTAMENTO: HUANUCO

Language	Spanish
Drawing Type	Plan
Category	Hospital & Health Centres
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, center, CLINIC, DWG, health, health center, Hospital, medical center, plan, plans, sections, views