Morgue DWG Block for AutoCAD

Morgue DWG Block for AutoCAD

Complete design of a morgue and septic tank of the same.

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

ground level, department of nariño, Republic of Colombia, municipality of tumaco, freedom order, North side, southern facade, pl.no., from:, date, scale:, collaborating architect:, contains:, draft:, new hospital of, san andres, location:, municipality of tumaco, department of nariño, advisory:, social protection, ministry of, of infrastructure, group, physics technology, workgroup:, Departmental Health Institute of Nariño, arq andres gonzalez., Ministry of social protection, arq luis william plain., ing. august sings, arq hernando muñoz, Nestor Hugo Gaona a., september, observations:, arq german runner, detail card, western facade, morgue, morgue court, pl.no., from:, date, scale:, collaborating architect:, contains:, draft:, new hospital of, san andres, location:, municipality of tumaco, department of nariño, advisory:, social protection, ministry of, of infrastructure, group, physics technology, workgroup:, Departmental Health Institute of Nariño, arq andres gonzalez., Ministry of social protection, arq luis william plain., ing. august sings, arq hernando muñoz, Nestor Hugo Gaona a., september, observations:, arq german runner, detail card, office, stretcher, necropsies, arq, arq, parking lot, Anti-slip cms, floor in ceramics, proy marquee, morgue, fridge, upload, unload, dressing room, supplies, waiting room, cleanliness, d. garbage, foundation axle plant, architectural plant morgue, main facade, columns of, elevated tank plant, esc:, reinforcement detail, gravel mm, access cover, access, septic well plant, section, reinforcement detail, reinforcement, for the septic well, shoe of, concrete plate electrosolded mesh, elevated tank detail, esc:, liters, liters, columns of, cover in zinc wood, c. garbage, laundry, electric pump, electronic plant, each, shoe detail, esc:, Shoe type are, esc, concrete, cyclopean, strapping, They are, column type, vg cimen., vg cubier., shoe, according to terrain, excavation min., beam section, esc:, strapping, ball, cañuela, yee, each, shoe detail, esc:, floor detail mesh, electrowelded, Electrowelded mesh floor, beam foundation, beam section, esc:, strapping, electrowelded, c.i., ball, c.i., c.i., back facade, left side facade, right lateral facade, hall of service, ball, projection columns, slope for drains, plant plumbing installations, section, table for necropias in stainless steel, necropsies, d. garbage, cleanliness, arq, arq, section, pvcs, cañuela, pvcs, about fine cloth, of window metal more glass, metal, of window metal more glass, covers floor, column section, esc:, strapping, beam section, esc:, strapping, to see beam section, abuzardado, three-dimensional type, dressing room, eastern facade, pl.no., from:, date, scale:, collaborating architect:, contains:, draft:, new hospital of, san andres, location:, municipality of tumaco, department of nariño, advisory:, social protection, ministry of, of infrastructure, group, physics technology, workgroup:, Departmental Health Institute of Nariño, arq andres gonzalez., Ministry of social protection, arq luis william plain., ing. august ard

Raw text data extracted from CAD file:

NIVEL TERRENO \A1;4.00 \A1;.15 \A1;.85 \A1;2.00 \A1;.15 \A1;.75 \A1;4.65 \A1;.15 \A1;2.60 \A1;2.50 \A1;.15 \A1;.15 \A1;2.60 \A1;.15 \A1;5.25 \A1;.83 \A1;.15 \A1;.62 \A1;1.00 \A1;.30 DEPARTAMENTO DE NARIÑO REPUBLICA DE COLOMBIA MUNICIPIO DE TUMACO Libertad y Orden FACHADA NORTE A - A FACHADA SUR 1 - 1 1 : 25 PL.No. DE: FECHA ESCALA: ARQUITECTO COLABORADOR: CONTIENE: PROYECTO: NUEVO HOSPITAL DE SAN ANDRES LOCALIZACION: MUNICIPIO DE TUMACO DEPARTAMENTO DE NARIÑO ASESORIA: PROTECCION SOCIAL MINISTERIO DE LA DE INFRAESTRUCTURA GRUPO FISICA Y TECNOLOGIA GRUPO DE TRABAJO: INSTITUTO DEPARTAMENTAL DE SALUD DE NARIÑO ARQ. ANDRES GONZALEZ. MINISTERIO DE LA PROTECCION SOCIAL ARQ. LUIS GUILLERMO LLANO. ING. AUGUSTO ARDILA A. ARQ. HERNANDO MUÑOZ NESTOR HUGO GAONA A. SEPTIEMBRE DE 2006 OBSERVACIONES: ARQ. GERMAN CORREDOR CARTILLA DE DETALLES FACHADA OCCIDENTAL MORGUE CORTE MORGUE A - A CORTE MORGUE 1 - 1 1 : 25 PL.No. DE: FECHA ESCALA: ARQUITECTO COLABORADOR: CONTIENE: PROYECTO: NUEVO HOSPITAL DE SAN ANDRES LOCALIZACION: MUNICIPIO DE TUMACO DEPARTAMENTO DE NARIÑO ASESORIA: PROTECCION SOCIAL MINISTERIO DE LA DE INFRAESTRUCTURA GRUPO FISICA Y TECNOLOGIA GRUPO DE TRABAJO: INSTITUTO DEPARTAMENTAL DE SALUD DE NARIÑO ARQ. ANDRES GONZALEZ. MINISTERIO DE LA PROTECCION SOCIAL ARQ. LUIS GUILLERMO LLANO. ING. AUGUSTO ARDILA A. ARQ. HERNANDO MUÑOZ NESTOR HUGO GAONA A. SEPTIEMBRE DE 2006 OBSERVACIONES: ARQ. GERMAN CORREDOR CARTILLA DE DETALLES \A1;.90 \A1;.60 \A1;1.00 \A1;.15 \A1;.12 \A1;.55 \A1;.60 \A1;1.00 \A1;.70 \A1;.80 \A1;2.00 \A1;.60 \A1;.60 \A1;5.10 \A1;.60 \A1;1.50 \A1;.95 \A1;2.20 \A1;.60 \A1;.60 \A1;3.40 \A1;.60 \A1;.78 \A1;.15 \A1;1.50 \A1;.15 \A1;.78 \A1;1.15 \A1;.60 \A1;.60 \A1;2.35 \A1;.55 \A1;.80 \A1;.15 \A1;.80 \A1;.60 \A1;2.05 \A1;.15 \A1;.80 \A1;1.30 \A1;.80 \A1;.60 \A1;2.20 \A1;.15 \A1;.70 \A1;.55 \A1;.15 \A1;1.65 \A1;.15 \A1;.15 \A1;.70 \A1;1.90 \A1;2.50 \A1;.30 \A1;2.35 \A1;1.33 \A1;.70 \A1;.15 \A1;2.50 \A1;1.45 \A1;.15 \A1;2.55 \A1;.15 \A1;1.60 \A1;1.20 \A1;2.25 \A1;.60 \A1;2.03 \A1;.15 \A1;2.50 \A1;.15 \A1;4.00 \A1;.60 \A1;.85 \A1;.15 \A1;1.00 \A1;.90 \A1;9.70 \A1;11.55 \A1;1.20 \A1;.15 \A1;1.70 \A1;.15 \A1;3.00 \A1;.30 \A1;.55 \A1;.45 \A1;.15 \A1;3.00 0,9 4,7 0,3 0,12 0,3 \A1;1.28 \A1;.43 \A1;1.00 \A1;1.20 \A1;.60 \A1;.15 \A1;.28 \A1;2.50 \A1;4 # 4 L=3.60m \A1;.30 \A1;4 # 5 L=3.70m \A1;.30 \A1;3.00 \A1;.50 \A1;2.20 \A1;.15 \A1;.15 \A1;1.50 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.15 \A1;4.05 \A1;.15 \A1;1.00 \A1;.15 \A1;1.20 \A1;.15 \A1;1.00 \A1;.15 \A1;2.20 \A1;.15 \A1;.55 \A1;.15 \A1;3.00 3,3 0,3 0,3 \A1;.30 \A1;1.43 \A1;.70 \A1;.58 \A1;.30 2 0,4 0,6 \A1;.15 \A1;.15 \A1;.15 \A1;.15 2,4 1.20 1.20 \A1;.15 .30 .30 1.20 1.20 .30 .30 \A1;.72 \A1;3.72 \A1;1.90 \A1;.60 \A1;.50 \A1;.72 \A1;.72 \A1;.50 \A1;.60 \A1;1.90 \A1;3.72 \A1;3.72 \A1;1.90 \A1;.60 \A1;.50 \A1;.72 \A1;4.80 \A1;4.00 \A1;5.25 \A1;5.40 \A1;3.72 \A1;3.00 \A1;.12 \A1;.60 \A1;.90 \A1;1.60 \A1;2.20 \A1;2.20 \A1;1.83 \A1;.60 \A1;.50 \A1;.60 \A1;3.72 \A1;.80 \A1;11.55 \A1;9.70 .30 .30 .25 .30 \A1;.72 \A1;.30 \A1;2.70 \A1;.60 \A1;1.05 \A1;.85 \A1;.50 \A1;.12 \A1;.60 \A1;1.50 \A1;2.80 \A1;1.35 \A1;1.80 OFICINA CAMILLA NECROPSIAS N+- 0.0 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A ARQ A ARQ PARQUEADERO 25X25 cms ANTIDESLIZANTE PISO EN CERAMICA 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 proy. marquesina proy. marquesina MORGUE NEVERA CARGUE Y DESCARGUE VESTIER INSUMOS SALA DE ESPERA ASEO D. BASURAS 5 5 5 5 5 5 5 PLANTA DE EJES Y CIMIENTOS ESC.1:___________50 PLANTA ARQUITECTONICA MORGUE ESC.1:____________________________50 FACHADA PRINCIPAL ESC.1:______________50 COLUMNAS DE .30X.30 5 PLANTA TANQUE ELEVADO ESC: ---------1:50 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 A A 11d1/2"L=4.00@.26 2.25 11d1/2"L=6.00@.26 .75 2.25 11d1/2"L=3.00@.26 11d3/8"L=3.00 11d3/8"L=3.00 11d3/8"L=3.00 .40 .40 .40 .20 .20 6d3/8"L=2.00@.26 .20 .20 11d3/8"L=4.40@.26 11d3/8"L=4.00@.26 37d1/2"L=2.00@.26 DETALLE REFUERZO A DETALLE REFUERZO B GRAVA 6 A 18 mm d6" d6" TAPA DE ACCESO ACCESO ACCESO ACCESO d6" d6" PLANTA POZO SEPTICO ESC.___________________________1:50 SECCION A-A ESC.____________1:50 DETALLE DEL REFUERZO 1.15 37d1/2"L=1.50 2.25 2.60 REFUERZO B REFUERZO A 1.60 8d3/8"L=3.30 8d3/8"L=1.00 8d3/8"L=1.00 2.60 8d3/8"L=6.00@.26 8d3/8"L=6.00@.26 2.60 1.60 8d3/8"L=3.30 1.70 1.70 5 PARA EL POZO SEPTICO 5 5 5 5 ZAPATA DE 1.20 X 1.20 N 0+0.00 5 5 5 PLACA CORPALOSA, CONCRETO Y MALLA ELECTROSOLDA DETALLE TANQUE ELEVADO ESC: ---------1:50 1000 LITROS 5 5 5 5 T1 5 5 5 5 5 1000 LITROS COLUMNAS DE .30X.30 CUBIERTA EN ZINC Y MADERA 5 5 5 C. BASURAS LAVADERO 5 5 5 5 5 5 5 ELECTROBOMBA PLANTA ELECTR. 5 5 5 \A1;8d\S1/2;" CADA .15 L=1.30 DETALLE ZAPATA ESC: ---------1:25 N.-1.40 ZAPATA TIPO SON 11 ESC. 1 : 50 <> 5 5 .15 .15 1.10 14 # 4 c/.20 L=1.50m N.-0.80 5 CONCRETO CICLOPEO (20) FLEJES # 3 0.30x0.30 5 2.50 Son 11 COLUMNA TIPO 12c/.05 12c/.05 23c/.09 4 3 <> (11) .30 <> (12) 2 VG CIMEN. VG CUBIER. .30 ZAPATA SEGUN TERRENO EXCAVACION MIN. 1.50 5 5 \A1;d\S5/8;" \A1;ESTRIBOS d\S3/8;"@.08 SECCION VIGA V1 ESC: ---------1:10 .20 .20 LT=1.05 CANT.= 264 FLEJES .11 .11 DE 3/8" BALL d3" A CAÑUELA S. d3" S.d3" S.d3" S.d3" C.d4" S. d3" C.d3" S.d3" S. d3" C.d4" YEE 3X3 5 5 \A1;8d\S1/2;" CADA .15 L=1.30 DETALLE ZAPATA ESC: ---------1:25 ESC: ---------1:10 DETALLE PISO Y MALLA \A1;MALLA ELECTROSOLDADA \A1;DETALLE PISO MALLA ELECTROSOLDADA VIGA CIMIENTO V1 30X30 5 5 \A1;d\S5/8;" \A1;ESTRIBOS d\S3/8;"@.08 SECCION VIGA V1 ESC: ---------1:10 .20 .20 LT=1.05 CANT.= 264 FLEJES .11 .11 DE 3/8" ELECTROSOLDADA C.I. \A1;COLUMNA .30X.30 BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" C.d3" .60X.60 C.I. .60X.60 C.I. .60X.60 \A1;ZAPATA DE 1.20 X 1.20 H=.35 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FACHADA POSTERIOR ESC.1:______________50 FACHADA LATERAL IZQUIERDA ESC.1:______________50 FACHADA LATERAL DERECHA ESC.1:______________50 HALL DE SERVICIO BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" PROYECCION COLUMNAS DE .30X.30 PENDIENTE 2% PARA DESAGÜES 5 5 5 5 PLANTA INSTALACIONES HIDROSANITARIAS ESC.1:___________50 5 SECCION A-A ESC.1:______________50 5 5 5 5 5 5 5 MESA PARA NECROPCIAS EN ACERO INOXIDABLE 5 5 5 5 5 5 NECROPSIAS D. BASURAS ASEO B ARQ B ARQ SECCION B-B ESC.1:______________50 PVCS d6" A CAÑUELA C.d2" C.45º3" PVCS d6" \A1;VINILO SOBRE PAÑETE FINO \A1;MARCOS DE VENTANA METALICOS MAS VIDRIO 4mm \A1;PUERTA METALICA \A1;MARCOS DE VENTANA METALICOS MAS VIDRIO 4mm \A1;ESTRIAS DE 3cm 5 5 PLANTA DE CUBIERTAS ESC.1:______________50 \A1;ESTRIAS DE 3cm 5 5 \A1;6d5/8" \A1;ESTRIBOS d\S3/8;"@.18 SECCION COLUMNA ESC: ---------1:10 .20 .20 LT=1.05 CANT.= 264 FLEJES .11 .11 DE 3/8" 5 5 \A1;d\S5/8;" \A1;ESTRIBOS d\S3/8;"@.08 SECCION VIGA V2 ESC: ---------1:10 .15 .20 LT=.95 CANT.= 330 FLEJES .11 .11 DE 3/8" 5 5 5 5 5 5 5 5 5 \A1;VIGA DE .25X.30 VER SECCION VIGA V2 \A1;CONCRETO ABUZARDADO 5 5 5 5 \A1;MARQUESINA TIPO TRIDIMENCIONAL \A1;MARQUESINA TIPO TRIDIMENCIONAL VESTIER \A1;SOLADO \A1;POLISEC FACHADA ORIENTAL 1 : 25 PL.No. DE: FECHA ESCALA: ARQUITECTO COLABORADOR: CONTIENE: PROYECTO: NUEVO HOSPITAL DE SAN ANDRES LOCALIZACION: MUNICIPIO DE TUMACO DEPARTAMENTO DE NARIÑO ASESORIA: PROTECCION SOCIAL MINISTERIO DE LA DE INFRAESTRUCTURA GRUPO FISICA Y TECNOLOGIA GRUPO DE TRABAJO: INSTITUTO DEPARTAMENTAL DE SALUD DE NARIÑO ARQ. ANDRES GONZALEZ. MINISTERIO DE LA PROTECCION SOCIAL ARQ. LUIS GUILLERMO LLANO. ING. AUGUSTO ARDILA A. ARQ. HERNANDO MUÑOZ NESTOR HUGO GAONA A. SEPTIEMBRE DE 2006 OBSERVACIONES: ARQ. GERMAN CORREDOR CARTILLA DE DETALLES PLANTA MORGUE

Language	Spanish
Drawing Type	Block
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Steel, Wood
Measurement Units
Footprint Area
Building Features	Parking, Garden / Park
Tags	amphitheater, assorted, autocad, block, complete, Design, DWG, Hospital, septic, tank