Medical Clinic DWG Detail for AutoCAD

Rural medical clinic – Plants – Cortes – Health Facilities Construction Details

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

cistern plant, detail of cistern, cut a-a ‘, slab armed with, dispensary construction, scale :, meters, dimension :, date :, flat, no, project, c. constantino hernandez diaz, doctor, police officer, c. raymundo carmona, slab projection, examination room, office, pharmacy, sanitary h, sanitary m, waiting room, medical sanitary, stool, water tank, architectural plant medical dispensary, ran, septic tank, raj, well, absorption, level free of water, reinforced concrete slab, suction, pipe, to, pump, cut to – a ‘, concrete, wall, flattened, polished, reinforced concrete, slab, chaflan, floor detail, cistern, marine, ladder, tank, elevated, comes from tank, union nut, general network, connection, meter, balloon, valve, reinforced concrete wall, tank projection, basin, wc, foundation plant medical dispensary, strains, chains, armex , slab, shoe, reinforcement, main elevation, side elevation, rear elevation, structural plant roof medical dispensary, castles, apartir of the supports in both directions, cut a-a ‘, structural details, no scale, cut b-b’ , columns, the specifications for mortars are the following :, make the pipes a soft doubles, as long as the rods allow it. The bending of the rods will preferably be made in a bench to obtain the upper and lower coatings indicated, no more than two adjacent overlaps will be left in the slabs, alternating with the contiguous rods., in the same transversal section of slab should not overlap more than a third of the reinforcement., lighting, in case of coincidence will be deviations to the reinforcement in the form of horizontal swing with a, the placement of the pipes for electrical installation must be done once the grid is finished, the placement of the reinforcement should be made foreseeing that no rod coincides with a box of reinforcement, before it should be drawn in the form the exact location of boxes and descents., entubadoelectricoyarm adodelosa:, the Formwork should be completely clean, leveled or with counter shafts if specified to lead, Any modification must be approved by the construction and project unit., Proper provision depending on the existing aggregates in the place., Mixer, its use will be recommended, if it does not exist, consult a laboratory to indicate the, the humidity of the filling should be the optimum according to laboratory recommendations., reinforced concrete, cast with first formwork, lower bed finished with vinyl paint, specifications, the saddles will receive the transversal reinforcement, as required., to corrugated and bending., compaction :, steel:, concrete:, shoring:, structure:, walls:, slab:, floors:, foundation:, slab:, stencils and pavements, application, dalas and castles, slab of mezzanine, columns and beams, pre-efforts – zados, tipo, aplanado especial, jointing of the partition, masonry and flat surfaces, medical dispenser, hydraulic installation, concrete template, wall annealed mud partition, serv. sanitary, exit to absorption well, septic tank, made the walls from above, must be joined, from the entry level to, with mortar., the material of which they are, tarred cardboard, man record, cement butt, ring open joint wall, joint ring butt, natural terrain level, base seal, gravel perimeter filter, concrete curb, soapy., tributary of the pit, wall partition without mortar, concrete cover, isometric installation sanitary, installation hydrahulica

Raw text data extracted from CAD file:

PLANTA CISTERNA DETALLE DE CISTERNA CORTE A-A' CAPACIDAD 5000 LTS PENDIENTE 2% CD CD CD ARMADO DE LOSA CON VAR. DE 3/8" @20 CM CD 0.60 1.25 0.15 2.15 1.00 1.40 3.35 2.15 0.15 A' A LOSA ARMADA CON VAR. DE 3/8" @20 CM 11.03 4.00 3.74 1.50 1.50 0.15 3.85 0.15 0.15 0.15 0.15 3.85 1.35 0.50 0.50 4.00 3.00 0.15 0.15 1.85 0.15 0.15 1.85 2.85 1.35 11.00 4.00 4.00 1.50 1.50 0.15 3.85 0.15 0.15 0.15 0.15 3.85 1.35 0.50 0.50 1.35 7.00 4.00 3.00 0.50 0.15 0.15 1.85 0.15 0.15 1.85 2.85 0.50 1.57 0.90 1.53 0.78 0.77 0.47 0.78 0.78 7.00 0.78 11.03 4.00 4.00 1.50 1.50 3.85 0.15 0.15 0.15 0.15 3.85 1.35 0.50 0.15 0.15 1.35 11.00 4.00 4.00 1.50 1.50 0.15 3.85 0.15 0.15 0.15 0.15 3.85 1.35 0.50 1.35 7.00 4.00 3.00 0.50 0.15 0.15 1.85 0.15 0.15 1.85 2.85 0.50 1.57 0.90 1.53 0.77 0.78 0.78 \A1;2.25 2.49 2.25 2.49 2.25 2.25 2.25 2.25 1.64 0.43 3.35 8.84 4.15 1.39 3.9 1.25 2.86 0.4 0.8 1.25 0.3 0.8 0.97 0.35 0.15 0.15 3.25 3.25 0.78 2.29 0.2 0.1 0.15 0.8 2.86 3.65 1.5 2.25 2.75 0.45 0.8 3.25 0.42 2.82 1.06 1 1.67 5.06 0.62 0.71 0.62 1.17 0.33 3.5 1.8 3.4 3.72 E CONSTRUCCION DE DISPENSARIO 02 ESCALA: 1 : 100 METROS ACOTACION: FECHA: JUNIO 2015 PLANO No PROYECTO \W9.20655; LOCALIDAD \W9.22442; SANTIAGO LA LIBERTAD \W9.32491; MUNICIPIO \W7.58984; SAN JUAN LACHIGALLA, OAX \W9.09554; PRESIDENTE MUNICIPAL C. CONSTANTINO HERNANDEZ DIAZ \W7.09348; DISTRITO. EJUTLA DE CRESPO MÉDICO AGENTE DE POLICIA C. RAYMUNDO CARMONA PROYECCION DE LOSA SALA DE EXPLORACION CONSULTORIO FARMACIA SANITARIO H SANITARIO M SALA DE ESPERA A B C D E A B C D E 1 3 4 5 1 3 4 5 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 PLANTA ARQUITECTÓNICA DISPENSARIO MÉDICO (ELÉCTRICA) 2 2 SANITARIO MÉDICO BANQUETA -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 X X' Y Y' PROYECCION DE LOSA SALA DE EXPLORACION TINACO SANITARIO H SANITARIO M SALA DE ESPERA A B C D E A B C 1 4 5 1 3 4 7 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 PLANTA ARQUITECTÓNICA DISPENSARIO MÉDICO 2 SANITARIO MÉDICO BANQUETA -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 X X' Y Y' RAN Fosa Septica RAJ RAJ BAF CPVC 3/4" Pend. 2% P.V.C. d 3". Pozo de Absorción RAJ Pend. 2% P.V.C. d 4". Nivel libre del agua Losa de concreto armado con vars. de 3/8" @ 25 cms. y 10 cms. de espesor. y 10 cms. de espesor. @ 15-30 cms. ambos sentidos Losa de concreto armado con vars. de 3/8" Tapa de registro 60x60 cms. de 3/8"@ 30 cms. 8 cms. de espesor con vars. succión tuberia de Pichancha de 1" a la bomba CORTE A - A' D1 CONCRETO MURO DE APLANADO PULIDO CONCRETO ARMADO LOSA DE CHAFLAN D 1 DETALLE DE PISO CISTERNA Marina Escalera 4 1 T Galv: 1 1/4"Ø A TANQUE ELEVADO 3 3 1 2 VALVULA DE COMPUERTA1" 1 TUERCA UNION 1" VALVULA CHECK 1" VALVULA DE GLOBO O DE CUADRO 1" 2 3 4 VIENE DE CISTERNA 5 BOMBA DE 1/2 H.P 5 \A1;PLANTILLA TUERCA DE UNION RED GENERAL ACOMETIDA CODO DE 90º CU CODO DE 90º CU MEDIDOR DE GLOBO VALVULA CODO DE 90º CU T.G. 1 1/4" \A1;2.25 \A1;0.25 \A1;0.25 muro de concreto armado con vars. de 3/8" intercaladas@ 25 cms. y 12 cms. de espesor. \A1;0.12 -1016.195665627345 PROYECCION CISTERNA PROFUNDIDAD DE 2.25 CONCRETO ARMADO -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 A' B' 6 A' B' Cu 1/2" Cu 1/2" Cu 1/2" PROFUNDIDAD DE 2.25 Cu 2" -1016.195665627345 -1016.195665627345 -1016.195665627345 Cu 1/2" CPVC 3/4" CPVC 1/2" CPVC" 1/2 CPCV 3/4" CPCV 3/4" CPCV 1/2" Cu 1/2" -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 LAVABO LAVABO LAVABO Cu 1/2" TINACO 1200LT -1016.195665627345 Cu 1" -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 CPCV 1/2" -1016.195665627345 -1016.195665627345 W.C. W.C. W.C. CPVC 1/2" PVC 2" 7 8 8 F -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 9 G 9 -1016.195665627345 PVC 2" CPVC 1/2" CPVC 1/2" CPVC 3/4" PVC 4" PVC 4" PVC 4" PVC 4" PVC 2" PVC 2" PVC 4" PVC 4" PVC 4" PVC 3" PVC 3" PVC 3" Fosa Septica Pozo de Absorción RAJ RAJ RAJ RAN PLANTA ARQUITECTÓNICA DISPENSARIO MÉDICO (ELÉCTRICA) PLANTA ARQUITECTÓNICA DISPENSARIO MÉDICO (ELÉCTRICA) 11.03 4.00 3.74 1.50 1.50 0.15 3.85 0.15 0.15 0.15 0.15 3.85 1.35 0.50 0.50 4.00 3.00 0.15 0.15 1.85 0.15 0.15 1.85 2.85 1.35 11.00 4.00 4.00 1.50 1.50 0.15 3.85 0.15 0.15 0.15 0.15 3.85 1.35 0.50 0.50 1.35 7.00 4.00 3.00 0.50 0.15 0.15 1.85 0.15 0.15 1.85 2.85 0.50 1.57 0.90 1.53 0.78 0.77 0.47 0.78 0.78 7.00 0.78 11.03 4.00 4.00 1.50 1.50 3.85 0.15 0.15 0.15 0.15 3.85 1.35 0.50 0.15 0.15 1.35 11.00 4.00 4.00 1.50 1.50 0.15 3.85 0.15 0.15 0.15 0.15 3.85 1.35 0.50 1.35 7.00 4.00 3.00 0.50 0.15 0.15 1.85 0.15 0.15 1.85 2.85 0.50 1.57 0.90 1.53 0.77 0.78 0.78 \A1;2.25 2.49 2.25 2.49 2.25 2.25 2.25 2.25 1.64 0.43 3.35 8.84 4.15 1.39 3.9 1.25 2.86 0.4 0.8 1.25 0.3 0.8 0.97 0.35 0.15 0.15 3.25 3.25 0.78 2.29 0.2 0.1 0.15 0.8 2.86 3.65 1.5 2.25 2.75 0.45 0.8 3.25 0.42 2.82 1.06 1 1.67 5.06 0.62 0.71 0.62 1.17 0.33 3.5 1.8 3.4 3.72 E CONSTRUCCION DE DISPENSARIO 02 ESCALA: 1 : 100 METROS ACOTACION: FECHA: JUNIO 2015 PLANO No PROYECTO \W9.20655; LOCALIDAD \W9.22442; SANTIAGO LA LIBERTAD \W9.32491; MUNICIPIO \W7.58984; SAN JUAN LACHIGALLA, OAX \W9.09554; PRESIDENTE MUNICIPAL C. CONSTANTINO HERNANDEZ DIAZ \W7.09348; DISTRITO. EJUTLA DE CRESPO MÉDICO AGENTE DE POLICIA C. RAYMUNDO CARMONA PROYECCION DE LOSA SALA DE EXPLORACION CONSULTORIO FARMACIA SANITARIO H SANITARIO M SALA DE ESPERA A B C D E A B C D E 1 3 4 5 1 3 4 5 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 PLANTA ARQUITECTÓNICA DISPENSARIO MÉDICO (ELÉCTRICA) 2 2 SANITARIO MÉDICO BANQUETA -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 X X' Y Y' PROYECCION DE LOSA SALA DE EXPLORACION TINACO SANITARIO H SANITARIO M SALA DE ESPERA A B C D E A B C 1 4 5 1 3 4 7 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 PLANTA ARQUITECTÓNICA DISPENSARIO MÉDICO 2 BANQUETA -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 X X' Y Y' RAN Fosa Septica RAJ RAJ BAF CPVC 3/4" Pend. 2% P.V.C. d 3". Pozo de Absorción RAJ Pend. 2% P.V.C. d 4". Nivel libre del agua Losa de concreto armado con vars. de 3/8" @ 25 cms. y 10 cms. de espesor. y 10 cms. de espesor. @ 15-30 cms. ambos sentidos Losa de concreto armado con vars. de 3/8" Tapa de registro 60x60 cms. de 3/8"@ 30 cms. 8 cms. de espesor con vars. succión tuberia de Pichancha de 1" a la bomba CORTE A - A' D1 CONCRETO MURO DE APLANADO PULIDO CONCRETO ARMADO LOSA DE CHAFLAN D 1 DETALLE DE PISO CISTERNA Marina Escalera 4 1 T Galv: 1 1/4"Ø A TANQUE ELEVADO 3 3 1 2 VALVULA DE COMPUERTA1" 1 TUERCA UNION 1" VALVULA CHECK 1" VALVULA DE GLOBO O DE CUADRO 1" 2 3 4 VIENE DE CISTERNA 5 BOMBA DE 1/2 H.P 5 \A1;PLANTILLA TUERCA DE UNION RED GENERAL ACOMETIDA CODO DE 90º CU CODO DE 90º CU MEDIDOR DE GLOBO VALVULA CODO DE 90º CU T.G. 1 1/4" \A1;2.25 \A1;0.25 \A1;0.25 muro de concreto armado con vars. de 3/8" intercaladas@ 25 cms. y 12 cms. de espesor. \A1;0.12 -1016.195665627345 PROYECCION CISTERNA PROFUNDIDAD DE 2.25 CONCRETO ARMADO -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 A' B' 6 A' B' Cu 1/2" Cu 1/2" Cu 1/2" PROFUNDIDAD DE 2.25 Cu 2" -1016.195665627345 -1016.195665627345 -1016.195665627345 Cu 1/2" CPVC 3/4" CPVC 1/2" CPVC" 1/2 CPCV 3/4" CPCV 3/4" CPCV 1/2" Cu 1/2" -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 LAVABO LAVABO LAVABO Cu 1/2" TINACO 1100LTS -1016.195665627345 Cu 1" -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 CPCV 1/2" -1016.195665627345 -1016.195665627345 W.C. W.C. W.C. CPVC 1/2" PVC 2" 7 8 8 F -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 -1016.195665627345 9 G 9 -1016.195665627345 PVC 2" CPVC 1/2" CPVC 1/2" CPVC 3/4" PVC 4" PVC 4" PVC 4" PVC 4" PVC 2" PVC 2" PVC 4" PVC 4" PVC 4" PVC 3" PVC 3" PVC 3" Fosa Septica Pozo de Absorción RAJ RAJ RAJ RAN PLANTA ARQUITECTÓNICA DISPENSARIO MÉDICO (ELÉCTRICA) PLANTA ARQUITECTÓNICA DISPENSARIO MÉDICO (ELÉCTRICA) 11.03 4.00 4.00 1.50 1.50 3.85 0.15 0.15 0.15 0.15 3.85 1.35 0.50 0.15 0.15 1.35 11.00 4.00 4.00 1.50 1.50 0.15 3.85 0.15 0.15 0.15 0.15 3.85 1.35 0.50 1.35 7.00 4.00 3.00 0.50 0.15 0.15 1.85 0.15 0.15 1.85 2.85 0.50 1.57 0.90 1.53 0.77 0.78 0.78 2.49 2.25 2.49 2.25 3.25 3.65 1.5 2.25 2.75 0.45 0.8 3.25 0.42 2.82 1.06 1 1.67 5.06 0.62 0.71 0.62 1.17 0.33 3.5 1.8 3.4 3.72 E PROYECCION DE LOSA SALA DE EXPLORACION TINACO SANITARIO H SANITARIO M SALA DE ESPERA A B C D E A B C 1 4 5 1 3 4 7 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 PLANTA ARQUITECTÓNICA DISPENSARIO MÉDICO 2 BANQUETA -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 X X' Y Y' RAN Fosa Septica RAJ RAJ BAF CPVC 3/4" Pend. 2% P.V.C. d 3". Pozo de Absorción RAJ Pend. 2% P.V.C. d 4". PROYECCION CISTERNA PROFUNDIDAD DE 2.25 CONCRETO ARMADO -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 A' B' 6 A' B' Cu 1/2" Cu 1/2" Cu 1/2" Cu 2" -1045.389719445498 CPVC 1/2" PVC 2" 7 8 8 F -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 -1045.389719445498 9 G 9 -1045.389719445498 PVC 2" CPVC 1/2" CPVC 1/2" CPVC 3/4" PVC 4" PVC 4" PVC 4" PVC 4" 11.03 4.00 3.74 1.50 1.50 0.15 3.85 0.15 0.15 0.15 0.15 3.85 1.35 0.50 0.50 4.00 3.00 0.15 0.15 1.85 0.15 0.15 1.85 2.85 1.35 11.00 4.00 4.00 1.50 1.50 0.15 3.85 0.15 0.15 0.15 0.15 3.85 1.35 0.50 0.50 1.35 7.00 4.00 3.00 0.50 0.15 0.15 1.85 0.15 0.15 1.85 2.85 0.50 1.57 0.90 1.53 0.78 0.77 0.47 0.78 0.78 7.00 0.78 PROYECCION DE LOSA SALA DE EXPLORACION CONSULTORIO FARMACIA SANITARIO H SANITARIO M SALA DE ESPERA A B C D E A B C D E 1 3 4 5 1 3 4 5 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 PLANTA ARQUITECTÓNICA DISPENSARIO MÉDICO (ELÉCTRICA) 2 2 SANITARIO MÉDICO BANQUETA -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 -1044.636928871815 X X' Y Y' \A1;2.25 Nivel libre del agua Losa de concreto armado con vars. de 3/8" @ 25 cms. y 10 cms. de espesor. y 10 cms. de espesor. @ 15-30 cms. ambos sentidos Losa de concreto armado con vars. de 3/8" Tapa de registro 60x60 cms. de 3/8"@ 30 cms. 8 cms. de espesor con vars. succión tuberia de Pichancha de 1" a la bomba CORTE A - A' D1 CONCRETO MURO DE APLANADO PULIDO CONCRETO ARMADO LOSA DE CHAFLAN D 1 DETALLE DE PISO CISTERNA Marina Escalera 4 1 T Galv: 1 1/4"Ø A TANQUE ELEVADO 3 3 1 2 VALVULA DE COMPUERTA1" 1 TUERCA UNION 1" VALVULA CHECK 1" VALVULA DE GLOBO O DE CUADRO 1" 2 3 4 VIENE DE CISTERNA 5 BOMBA DE 1/2 H.P 5 \A1;PLANTILLA TUERCA DE UNION RED GENERAL ACOMETIDA CODO DE 90º CU CODO DE 90º CU MEDIDOR DE GLOBO VALVULA CODO DE 90º CU T.G. 1 1/4" \A1;2.25 \A1;0.25 \A1;0.25 muro de concreto armado con vars. de 3/8" intercaladas@ 25 cms. y 12 cms. de espesor. \A1;0.12 -1054.517820089461 2.25 2.25 2.25 1.64 0.43 3.35 8.84 4.15 1.39 3.9 1.25 2.86 0.4 0.8 1.25 0.3 0.8 0.97 0.35 0.15 0.15 3.25 0.78 2.29 0.2 0.1 0.15 0.8 2.86 PROFUNDIDAD DE 2.25 -1032.344341517228 -1032.344341517228 -1032.344341517228 Cu 1/2" CPVC 3/4" CPVC 1/2" CPVC" 1/2 CPCV 3/4" CPCV 3/4" CPCV 1/2" Cu 1/2" -1032.344341517228 -1032.344341517228 -1032.344341517228 -1032.344341517228 -1032.344341517228 -1032.344341517228 -1032.344341517228 -1032.344341517228 -1032.344341517228 -1032.344341517228 -1032.344341517228 -1032.344341517228 -1032.344341517228 -1032.344341517228 -1032.344341517228 -1032.344341517228 LAVABO LAVABO LAVABO Cu 1/2" TINACO 1100LTS -1032.344341517228 Cu 1" -1032.344341517228 -1032.344341517228 -1032.344341517228 -1032.344341517228 -1032.344341517228 -1032.344341517228 -1032.344341517228 CPCV 1/2" -1032.344341517228 -1032.344341517228 W.C. W.C. W.C. PLANTA ARQUITECTÓNICA DISPENSARIO MÉDICO (ELÉCTRICA) PVC 2" PVC 2" PVC 4" PVC 4" PVC 4" PVC 3" PVC 3" PVC 3" Fosa Septica Pozo de Absorción RAJ RAJ RAJ RAN PLANTA ARQUITECTÓNICA DISPENSARIO MÉDICO (ELÉCTRICA) CONSTRUCCION DE DISPENSARIO 02 ESCALA: 1 : 100 METROS ACOTACION: FECHA: JUNIO 2015 PLANO No PROYECTO \W9.20655; LOCALIDAD \W9.22442; SANTIAGO LA LIBERTAD \W9.32491; MUNICIPIO \W7.58984; SAN JUAN LACHIGALLA, OAX \W9.09554; PRESIDENTE MUNICIPAL C. CONSTANTINO HERNANDEZ DIAZ \W7.09348; DISTRITO. EJUTLA DE CRESPO MÉDICO AGENTE DE POLICIA C. RAYMUNDO CARMONA 7.00 3.00 1.32 1.15 1.53 12.00 1.32 1.15 1.53 3.00 0.9 0.90 0.9 0.90 0.9 0.90 12.00 4.50 4.50 1.50 3.00 0.9 0.90 1.50 A B C D E A B C D E 1 3 4 5 1 3 4 5 PLANTA DE CIMENTACIÓN DISPENSARIO MÉDICO 2 2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 K1 K1 K1 K1 K1 K2 K2 K2 K2 K2 K2 K1 ZC1 -984.5961829294615 -984.5961829294615 -984.5961829294615 -984.5961829294615 -984.5961829294615 -984.5961829294615 -984.5961829294615 -984.5961829294615 -984.5961829294615 -984.5961829294615 -984.5961829294615 -984.5961829294615 -984.5961829294615 -984.5961829294615 -984.5961829294615 CD CD CD CD CD K1 K1 K1 -984.5961829294615 -984.5961829294615 ZC ZA ZA ZA ZA ZC ZC ZC ZC ZC ZC ZC ZC ZC ZC -984.5961829294615 -984.5961829294615 -984.5961829294615 -984.5961829294615 -984.5961829294615 -984.5961829294615 -984.5961829294615 0.75 0.9 CEPAS CADENAS 0.15 CC1 0.15 15X15CM @ 18cm ARMEX CADENAS 0.15 CC1 0.15 15X15CM @ 18cm ARMEX 1.2 2.4 2.4 0.8 0.4 0.45 -1022.034618014863 0.8 0.28 0.71 0.45 -1022.034618014863 0.85 -1022.034618014863 0.80 2 PUERTAS 3 PUERTAS 1 VENTANA "C" 1 VENTANA "D" 2 VENTANAS "A" -1022.034618014863 -1022.034618014863 2 VENTANAS "B" H. MUROS=2.55m LOSA CC1 CT-1 CD ZAPATA ENRRACE 0.9 ZAPATA T1 0.15 0.50 4.00 3.00 0.15 0.15 1.85 0.15 0.15 1.85 2.85 12.00 0.15 0.50 7.00 4.00 3.00 0.50 0.15 0.15 1.85 0.15 0.15 1.85 2.85 0.50 3.85 0.10 3.45 0.10 3.55 0.10 3.65 0.10 0.10 0.20 0.30 3.65 1.15 1.53 0.47 0.78 7.00 4.00 3.00 1.57 0.9 1.53 12.00 4.50 1.50 1.50 7.00 1.32 1.150 1.53 3.00 0.10 0.20 0.30 3.45 7.00 0.10 3.75 0.00 3.85 3.55 3.45 0.10 0.78 12.00 4.50 4.50 1.5 1.5 3.00 4.50 3.85 3.65 4.85 1.32 12.00 4.50 4.50 1.50 1.50 0.15 0.15 0.15 0.15 4.38 4.35 1.35 1.35 0.50 0.78 4.50 4.50 1.50 1.50 0.15 0.15 0.15 0.15 4.35 4.35 1.35 1.35 12.00 4.50 4.50 1.50 1.50 0.40 12.00 7.00 7.01 3 0.15 0.85 0.85 1.05 0.8 2.4 1.2 0.8 0.8 1.2 0.4 0.8 0.46 0.5 1.07 0.9 0.7 0.7 0.4 0.8 1.2 2.68 0.28 0.71 0.45 1.57 0.90 1.53 0.78 0.77 0.47 0.78 0.78 11.03 4.00 4.00 1.50 1.50 3.85 0.15 0.15 0.15 0.15 3.85 1.35 0.50 0.15 0.15 1.35 11.00 4.00 4.00 1.50 1.50 0.15 3.85 0.15 0.15 0.15 0.15 3.85 1.35 0.50 1.35 7.00 4.00 3.00 0.50 0.15 0.15 1.85 0.15 0.15 1.85 2.85 0.50 1.57 0.90 1.53 0.77 0.78 \A1;2.25 2.25 2.25 2.25 2.25 1.64 0.43 3.35 8.84 4.15 1.39 3.9 1.25 2.86 0.4 0.8 1.25 0.3 0.8 0.97 0.35 0.15 0.15 3.25 0.78 2.29 0.2 0.1 0.15 0.8 2.86 3.00 1.5 2.25 0.65 2.82 0.42 1.06 5.06 0.62 0.62 0.71 0.33 1.17 2.7 2.91 2.75 0.60 0.61 2.71 060 2.21 0.97 0.86 2.63 0.84 1.14 1.08 060 3.73 1.13 1.43 2.71 0.44 0.6 1.43 \A1;0.40 \A1;2.90 \A1;0.20 \A1;2.40 \A1;0.15 11.03 4.00 3.74 1.50 1.50 0.15 3.85 0.15 0.15 0.15 0.15 3.85 1.35 0.50 0.50 4.00 3.00 0.15 0.15 1.85 0.15 0.15 1.85 2.85 1.35 11.00 4.00 4.00 1.50 1.50 0.15 3.85 0.15 0.15 0.15 0.15 3.85 1.35 0.50 0.50 1.35 7.00 4.00 3.00 0.50 0.15 0.15 1.85 0.15 0.15 1.85 2.85 0.50 0.78 0.78 2.49 2.25 2.49 3.25 2.75 0.45 3.24 1.41 1 2.78 1.43 3.72 4.91 1.13 3.11 2.98 3.18 1.13 \A1;2 2.81 7.00 12.00 0.9 0.90 0.9 0.90 0.9 0.90 12.00 12.9 3.9 0.9 2.72 0.9 0.90 12.35 PROYECCION DE LOSA SALA DE EXPLORACION CONSULTORIO FARMACIA SANITARIO H SANITARIO M SALA DE ESPERA A B C D E A B C D E 1 3 4 5 1 3 4 5 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 A B C D E 1 4 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 1 3 4 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 PLANTA ARQUITECTÓNICA DISPENSARIO MÉDICO ALZADO PRINCIPAL ALZADO LATERAL ALZADO LATERAL A B C D E -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 ALZADO POSTERIOR 2 2 SANITARIO MÉDICO BANQUETA -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 A B C D E A B C D E 1 3 4 5 1 3 4 5 PLANTA ESTRUCTURAL DE AZOTEA DISPENSARIO MÉDICO 2 2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 K1 K1 K1 K1 K1 K2 K2 K2 K2 K2 K2 K1 ZC1 ZC1 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 \A1;Var's.d \S3#8;"@15-30 Cm Ambos Sentidos \A1;Var's.d \S3#8;"@15-30 Cm Ambos Sentidos T1 T1 T1 T1 T1 \A1;Var's.d \S3#8;"@15-30 Cm Ambos Sentidos \A1;Var's.d \S3#8;"@15-30 Cm Ambos Sentidos \A1;Var's.d \S3#8;"@15-30 Cm Ambos Sentidos \A1;Var's.d \S3#8;"@15-30 Cm Ambos Sentidos \A1;Var's.d \S3#8;"@15-30 Cm Ambos Sentidos \A1;Var's.d \S3#8;"@15-30 Cm Ambos Sentidos A B C D E -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 CORTE SEGUN X-X´ Tinaco Cap. 1,100 Lts. -949.2855841421169 0.05 0.55 0.30 0.40 1.05 0.25 K2 0.15 0.25 CC 0.15 Est. 1/4" @ 18cm 4Vrs.3/8" 4Vrs.3/8" @ 20cm Est. 1/4" 0.15 K1 0.15 Est. 1/4" @ 18cm 4Vrs.3/8" CASTILLOS CADENAS EST. d1/4", 5@5, 5@10 en los cuartos laterales y a/c. 15 cm en los claros centrales. 0.40 0.20 3 VAR. d1/2" 3 VAR. d1/2" CT-1 apartir de los apoyos en ambos sentidos corte a-a' a a' DETALLES ESTRUCUTRALES SIN ESCALA 2 VAR. d1/2" EST. d1/4" 5@5, 5@10, en los cuartos laterales y a/c. 15 cm en los claros centrales. 2 VAR. d1/2" 2 VAR. d1/2" T1 apartir de los apoyos en ambos sentidos b b' corte a-a' corte b-b' a a' 0.35 0.15 0.35 0.15 0.15 CC1 0.15 15X15CM @ 18cm ARMEX COLUMNAS C1 0.25 Est. 1/4" 6Vrs.1/2" 0.25 0.25 0.15 4Vrs.3/8" @ 20cm Est. 1/4" CD 5@5, 5@10, en los cuartos lat, y @15 en parte central NTN +-0.00 NPT +0.15 NPT +0.25 K1 LAS ESPECIFICACIONES PARA MORTEROS SON LAS SIGUIENTES: HACERLES A LOS TUBOS UN DOBLES SUAVE, TANTO COMO LO PERMITAN LAS VARILLAS. EL DOBLADO DE VARILLAS SE HARA DE PREFERENCIA EN BANCO PARA OBTENER LOS RECUBRIMIENTOS SUPERIOR E INFEROR INDICADOS NO SE DEJARAN MAS DE DOS TRASLAPES CONTIGUOS EN LOSAS, DEBIENDO ALTERNARSE CON LAS VARILLAS CONTIGUAS. EN UNA MISMA SECCION TRANSVERSAL DE LOSA NO DEBERA TRASLAPARSE MAS DE LA TERCERA PARTE DEL REFUERZO. SEPARACION MINIMA DE 20 CMS. AL CENTRO DE LA CAJA PARA LOGRAR UNA BUENA CONEXION DE TUBOS A CAJAS, ES NECESARIO ALUMBRADO, EN CASO DE COINCIDIR SE HARAN DESVIACIONES AL REFUERZO EN FORMA DE COLUMPIO HORIZONTAL CON UNA LA COLOCACION DE LAS TUBERIAS PARA INSTALACION ELECTRICA DEBERA HACERSE UNA VEZ QUE ESTE TERMINADA LA PARRILLA COMPACTACION SE HARA CON UN PISON METALICO DE 18 KG. DE PESO Y UN MINIMO DE 15 GOLPES A UNA ALTURA DE 30 CMS. LA COLOCACION DEL REFUERZO DEBERA HACERSE PREVIENDO QUE NO COINCIDA NINGUNA VARILLA CON ALGUNA CAJA DE DE REFUERZO, ANTES DEBERA TRAZARSE EN LA CIMBRA LA UBICACION EXACTA DE CAJAS Y BAJADAS. E N T U B A D O E L E C T R I C O Y A R M A D O D E L O S A : PARA TABIQUE DE CARGA O BLOCK VIDRIADO, CEMENTO-ARENA 1:3 LA CIMBRA DEBERA ESTAR COMPLETAMENTE LIMPIA, NIVELADA O CON CONTRAFLECHAS SI SE ESPECIFICA A PLOMO TODA MODIFICACION DEBERA SER APROBADA POR LA UNIDAD DE CONSTRUCCION Y PROYECTOS. TODOS LOS DOBLECES DE VARILLAS SE HARAN AL REDEDOR DE UN PERNO CUYO DIAMETRO SERA 6 VECES EL DE LA VARILLA. LONGITUD DE TRASLAPES 40 DIAM. ESCUADRAS 12 DIAM. SALVO DONDE INDIQUE OTRA MEDIDA. CON LAS NORMAS DGN-86 1974 O DGN-8294 1972 DANDO PARTICULAR IMPORTANCIA AL ESFUERZO MINIMO DE FLUENCIA SE USARA ACERO DE REFUERZO CON UNA RESISTENCIA Fy=4200 KG/CM2. EL ACERO DE REFUERZO DEBERA CUMPLIR PROPORCIONAMIENTO ADECUADO EN FUNCION DE LOS AGREGADOS EXISTENTES EN EL LUGAR. MEZCLADORA, SERA RECOMENDABLE SU USO, SI NO EXISTE, CONSULTAR UN LABORATORIO PARA QUE INDIQUE EL SE USARA CONCRETO CON UNA RESISTENCIA A LA COMPRESION DE F'c=250 KG/CM2. SI EN EL LUGAR EXISTE PLANTA LA HUMEDAD DEL RELLENO DEBERA SER LA OPTIMA SEGUN RECOMENDACIONES DEL LABORATORIO. CON UN PESO VOLUMETRICO MINIMO DE 1700 KG/M3. COMPACTADA CADA DOS CAPAS DE 15 CMS. CADA UNA, LA EL RELLENO QUE SE HAGA BAJO FIRMES SERA DE 30 CMS DE ESPESOR CON TEPETATE O GRAVA CEMENTADA SENTIDO DE LA PENDIENTE CON JUNTA A HUESO @ 3.00 MTS. ACABADO CON VOLTEADOR. INTERIORES DE 10 CMS. DE ESPESOR F'c=150 KG/CM2. EN CIRCULACIONES DE CEMENTO PULIDO RAYADO FINO EN EL DE TABIQUE ROJO DE 14 CMS. DE ESPESOR JUNTEADOS CON MORTERO TERCIADO DE CEMENTO-CAL-ARENA PROP. LOS MUROS TRANVERSALES DE TABIQUE ROJO SERAN DE 14 CMS. DE ESPESOR Y LOS LONGITUDINALES SERAN DE CONCRETO ARMADO, COLADO CON CIMBRA DE PRIMERA, LECHO INFERIOR ACABADO CON PINTURA VINILICA A BASE DE MUROS DE CARGA, DE TABIQUE DE BARRO (7X14X28) RIGIDIZADOS, CON CASTILLOS Y CADENAS E S P E C I F I C A C I O N E S LAS SILLETAS RECIBIRAN EL REFUERZO TRANSVERSAL. SEGUN SE REQUIERA. PARA MAMPOSTERIA, CEMENTO-CAL-ARENA. 1:2:3 AL CORRUGADO Y AL DOBLADO. PARA APLANADOS, CEMENTO-ARENA 1:5 C O M P A C T A C I O N : A C E R O : C O N C R E T O : C I M B R A : E S T R U C T U R A : M U R O S : L O S A : P I S O S : A BASE DE ZAPATAS CORRIDAS DE CONCRETO ARMADO DE f¨c= 250 KG/CM2 CIMENTACION : DE CONCRETO ARMADO f¨c= 250 KG/CM2, COLADO CON CIMBRA APARENTE, ACABADO CON PINTURA VINILICA LOSA : \LTABLA DE CONCRETO RESITENCIA F´C EN KG/CM2 100 PLANTILLAS Y FIRMES 1.00 150 \A1;200 250 APLICACION CEMENTO BULTO DE 50 KG. ARENA BOTE 19 LTS. GRAVA BOTE 19 LTS. AGUA BOTE 19 LTS. 300 DALAS Y CASTILLOS LOSA DE ENTREPISO COLUMNAS Y TRABES PRE-ESFOR- ZADOS 1.00 1.00 1.00 1.00 6.00 5-1/4 4-1/2 3-3/4 3.00 8.00 7-1/2 6.00 5-1/2 4-3/4 2.00 1-3/4 1-1/2 1-1/4 1.00 \LTABLA DE MORTERO TIPO \A1;1:2 \S1#2;\H1.429x;:3 PLANTILLAS Y FIRMES 1.00 1:2 \A1;1:5 1:6 APLICACION CEMENTO BULTO DE 50 KG. ARENA BOTE 19 LTS. GRAVA BOTE 19 LTS. AGUA BOTE 19 LTS. 1:7 APLANADO ESPECIAL JUNTEO DE TABIQUE MAMPOSTERIA Y APLANADOS 1.00 1.00 1.00 1.00 2 1/2 2.00 5.00 6.00 7.00 3.00 NTN +-0.00 NPT +0.15 NPT +0.25 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 K1 K1 K1 K1 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 E PROYECCION DE LOSA SALA DE EXPLORACION CONSULTORIO FARMACIA SANITARIO H SANITARIO M SALA DE ESPERA A B C D E A B C D E 1 3 4 5 1 3 4 5 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 PLANTA ARQUITECTÓNICA DISPENSARIO MÉDICO (ELÉCTRICA) 2 2 SANITARIO MÉDICO BANQUETA -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 X X' Y Y' PROYECCION DE LOSA SALA DE EXPLORACION TINACO SANITARIO H SANITARIO M SALA DE ESPERA A B C D E A B C 1 4 5 1 3 4 7 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 DISPENSARIO MÉDICO INSTALACION HIDROSANITARIA 2 SANITARIO MÉDICO BANQUETA -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 X X' Y Y' RAN Fosa Septica RAJ RAJ BAF Cud 3/4" Pend. 2% P.V.C. d 3". Pozo de Absorción RAJ Pend. 2% P.V.C. d 4". Nivel libre del agua Losa de concreto armado con vars. de 3/8" @ 25 cms. y 10 cms. de espesor. y 10 cms. de espesor. @ 15-30 cms. ambos sentidos Losa de concreto armado con vars. de 3/8" Tapa de registro 60x60 cms. de 3/8"@ 30 cms. 8 cms. de espesor con vars. succión tuberia de Pichancha de 1" a la bomba CORTE A - A' D1 CONCRETO MURO DE APLANADO PULIDO CONCRETO ARMADO LOSA DE CHAFLAN D 1 DETALLE DE PISO CISTERNA Marina Escalera 4 1 T Galv: 1 1/4"Ø A TANQUE ELEVADO 3 3 1 2 VALVULA DE COMPUERTA1" 1 TUERCA UNION 1" VALVULA CHECK 1" VALVULA DE GLOBO O DE CUADRO 1" 2 3 4 VIENE DE CISTERNA 5 BOMBA DE 1/2 H.P 5 \A1;PLANTILLA TUERCA DE UNION RED GENERAL ACOMETIDA CODO DE 90º CU CODO DE 90º CU MEDIDOR DE GLOBO VALVULA CODO DE 90º CU T.G. 1 1/4" \A1;2.25 \A1;0.25 \A1;0.25 muro de concreto armado con vars. de 3/8" intercaladas@ 25 cms. y 12 cms. de espesor. \A1;0.12 -949.2855841421169 PROYECCION CISTERNA PROFUNDIDAD DE 2.25 CONCRETO ARMADO -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 A' B' 6 A' B' Cu 1/2" Cu 1/2" Cu 1/2" PROFUNDIDAD DE 2.25 Cu 2" -949.2855841421169 -949.2855841421169 -949.2855841421169 Cu 1/2" CPVC 3/4" CPVC 1/2" CPVC" 1/2 CPCV 3/4" CPCV 3/4" CPCV 1/2" Cu 1/2" -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 LAVABO LAVABO LAVABO Cu 1/2" TINACO 1200LT -949.2855841421169 Cu 1" -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 CPCV 1/2" -949.2855841421169 -949.2855841421169 W.C. W.C. PVC 2" PVC 2" 7 8 8 F -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 PLANTILLA DE CONCRETO POBRE DE fc=100KG/CM2 losa de concreto f´c=250kg/cm2 de 0.12m de espesor armada con var.var. del N° 3 @50CM. N° 3 @50CM. losa de concreto f´c=250kg/cm2 de 0.12m de espesor armada con var.var. del N° 3 @50CM. -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 MURO DE TABIQUE DE BARRO RECOCIDO CD-1 CD-1 CC CC ENTRADA DE SERV. SANITARIO SALIDA A POZO DE ABSORCION TUBO PVC SAN. 4" TUBO PVC SAN. 4" G 9 9 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 RAJ RAJ RAN RAJ PVC 3" PVC 4" PVC 3" PCV 4" PCV 3" PCV 4" CPCV 3" -949.2855841421169 LAVABO LAVABO LAVABO -949.2855841421169 W.C. W.C. W.C. -949.2855841421169 Fosa Septica Pozo de Absorción -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 FOSA SEPTICA CISTERNA CC CC CD-1 CD-1 N° 3 @50CM. losa de concreto f´c=250kg/cm2 de 0.12m de espesor armada con var.var. del N° 3 @50CM. \W0.96667; tapa de concreto reforzado \W6.13333; con asa doble TUBO PVC SAN. 4" TUBO PVC SAN. 4" CC CC CD-1 CD-1 losa de concreto f´c=250kg/cm2 de 0.12m de espesor armada con var.var. del N° 3 @50CM. losa de concreto f´c=250kg/cm2 de 0.12m de espesor armada con var.var. del N° 3 @50CM. Pozo de Absorción -949.2855841421169 -949.2855841421169 -949.2855841421169 hechas las paredes a partir arriba deberá juntearse del nivel de entrada hacia con mortero. El material del que estan cartón alquitranado de 60X60 cm Registro Hombre cemento junta a tope 1a. hilada anillo de tabicón de Anillo de tabicón junta abierta 2a. hilada (alternada) 3a. hilada (alternada) Anillo de tabicón junta a tope Nivel de terreno Natural Sello a base de graduada de 5 cm. Filtro perimetral de grava Brocal de concreto jabonosas. Afluente de la fosa septica y/o aguas -949.2855841421169 Ademe de tabique sin mortero Tapa de concreto -949.2855841421169 -949.2855841421169 -949.2855841421169 10 10 A B C D E A B C D E 1 3 4 5 1 3 4 5 PLANTA DE CIMENTACIÓN DISPENSARIO MÉDICO 2 2 -949.2855841421169 -949.2855841421169 -949.2855841421169 ZC ZA ZA ZA ZA ZC ZC ZC ZC ZC ZC -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 -949.2855841421169 ZC ZC ZC -949.2855841421169 -949.2855841421169 0.9 -949.2855841421169 0.9 0.9 -949.2855841421169 -949.2855841421169 0.04 0.25 0.9 0.63 0.9 ISOMETRICO INSTALACION SANITARIA INSTALACION HIDRAHULICA -949.2855841421169 X X' Y Y' 0.6 0.9 0.90

Language	Spanish
Drawing Type	Detail
Category	City Plans
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	A/C
Tags	autocad, city hall, civic center, CLINIC, community center, construction, cortes, DETAIL, details, DWG, facilities, health, medical, plants, rural, soakaway, tank

CAD Projects

View All Downloads