Elevated Tank DWG Detail for AutoCAD

Elevated Tank DWG Detail for AutoCAD

5 m3 elevated tank plant; elevations; cuts and details

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

Metal, Foundation, Npt, high, tank, elevated tank, capacity, Of inspection, See column detail, Outlet pipe, angle, Pin, Fluted iron, Aldava padlock, anchorage, capacity, your B. Overflow, your B. From intrada, Water level, Valve outlet pipe, your B. Overflow, your B. Of entry, tee, Air gap, Ventilation up, Of inspection, See column detail, beam, column, beam, elevated tank, capacity, Of inspection, Structure s, beam, high, tank, capacity, Water level, Npt, Nnt, Stirrups, Iron columns, Stirrups, Iron columns, Nnt, Stirrups, Iron columns, cut, cut, Stirrups, beam, Stirrups, column, Typical detail of zapata, cut, Typical detail of zapata, plant, Bottom slab mesh upper mesh detail of armature in, cut, Stirrups in, valve, Bypass valve, Electric pump, Stirrups, First level armed wing, Bottom slab see reinforcement detail in upper mesh upper grid, pumping, Shed, Pump booth, your B. Overflow, your B. Of impulse, Comes from well, Metal door, High tanks, Npt, high, tank, capacity, Valve outlet pipe, your B. Overflow, your B. Of entry, tee, Air gap, Ventilation up, Of inspection, beam, column, beam, Metal door, pumping, Shed, Single glass, metallic profiles, Pump booth, Det. Armed slab, first level, Npt, Foundation, On foundation, Foundation, Stair anchor, Apply paint hands, Anti-corrosion agents, staircase, Platinum welded pipe, Tube fºgº, Npt, high, tank, capacity, beam, column, beam, pumping, Shed, Tank structure, cut, scale, cut, Tank detail, plant, Tank detail, Tank structure, plant, Detail of metal lid, scale, Concrete f’c columns f’c beams slab ceiling walls f’c slabs columns beams walls slabs shoes reinforcement steel, Technical specifications, Pump booth, plant, elevation, Pump booth, Foundation, Proves chucuito, produced by:, Provincial municipality chucuito juli, sanitation, Indicated, flat, scale, sheet, Location, Improvement health services extension of health posts casimuyo district of province chucuito puno, draft:, Dist: juli, Region: puno, of health, C.p .: callacami, date:, September, produced by:, Indicated, flat, scale, sheet, Location, draft:, high, date:, September, Architecture structures details

Raw text data extracted from CAD file:

\A1;6.00 \A1;.15 \A1;1.65 \A1;.150 \A1;2.30 \A1;2.30 \A1;.15 \A1;2.00 \A1;.15 \A1;.15 \A1;2.00 \A1;.15 \A1;.93 \A1;.50 \A1;.60 \A1;.60 \A1;.12 \A1;.15 \A1;1.25 \A1;.40 \A1;.150 \A1;.10 \A1;.05 \A1;.70 \A1;.50 \A1;1.00 \A1;2.30 \A1;2.30 \A1;.15 \A1;2.00 \A1;.15 \A1;.15 \A1;2.00 \A1;.15 \A1;.60 \A1;.60 \A1;.12 \A1;1.00 \A1;1.65 \A1;1.25 \A1;6.00 \A1;.15 \A1;.40 \A1;.150 \A1;.15 \A1;.150 \A1;.37 \A1;1.00 \A1;.37 \A1;.33 \A1;.33 \A1;.05 \A1;ESTRIBOS Ø3/8" 1@0.05,10@0.10, RESTO@0.30 L=2.85 \A1;3.00 \A1;3.00 \A1;ESTRIBOS Ø3/8" 1@0.05,10@0.10, RESTO@0.30 L=2.85 \A1;ESTRIBOS Ø3/8" 1@0.05,10@0.10, RESTO@0.30 L=2.85 \A1;ESTRIBOS Ø3/8" 1@0.05,10@0.10, RESTO@0.30 L=2.85 \A1;.30 \A1;.30 \A1;.30 \A1;.25 \A1;.25 \A1;.30 \A1;.37 \A1;.37 \A1;1.20 \A1;.70 \A1;.05 \A1;.075 \A1;.30 \A1;.33 \A1;1.00 \A1;.50 \A1;.25 \A1;.35 \A1;.30 \A1;.25 \A1;ESTRIBOS Ø3/8" 1@0.05,10@0.10, RESTO@0.30 L=2.85 \A1;.20 \A1;.25 \A1;.25 \A1;.25 \A1;1.00 \A1;1.00 \A1;.25 \A1;1.10 \A1;.25 \A1;.25 \A1;ESTRIBOS Ø3/8" 1@.05, 3@0.10, EN C/E .70 \A1;ESTRIBOS Ø3/8" 1@.05, 3@0.10, EN C/E .70 \A1;2.30 \A1;2.30 \A1;.15 \A1;2.00 \A1;.15 \A1;.15 \A1;2.00 \A1;.15 \A1;.93 \A1;.50 \A1;.12 \A1;PUERTA METALICA .90 x 2.40 \A1;.10 \A1;.05 \A1;.15 \A1;.40 \A1;1.25 \A1;.150 \A1;2.30 \A1;2.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.150 \A1;.50 \A1;.15 \A1;.10 \A1;.20 \A1;Sobre cimiento = .40 \A1;.50 \A1;.20 \A1;.10 \A1;.10 \A1;Cimiento = .50 \A1;.15 \A1;0.60 \A1;0.70 \A1;0.30 \A1;0.30 \A1;2.05 \A1;1.25 \A1;0.300 \A1;.15 \A1;.40 \A1;1.25 \A1;.150 \A1;.05 NPT =+6.15 NPT =+8.15 5 5 5 5 ELEVADO TANQUE C1 TANQUE ELEVADO NPT=+6.15 1 B 5 2 5 A 5 5 5 5 5 5 CAPACIDAD = 5.0 m3 A A 5 5 5 5 \A1;BUZON DE INSPECCION VER DETALLE DE COLUMNA \A1;ESCALINATAS 5 TUBERIA DE SALIDA Ø 2" ANGULO Ø 1 1/2"x2"x1/4" PIN Ø 1/2" PLANCHA ESTRIADA e=1/8" ALDAVA Y CANDADO ANCLAJE CAPACIDAD = 5.0 m3 5 5 5 5 TUB. Ø2" REBOSE Y LIMPIA TUB. DE INTRADA Ø 1 1/2" \A1; NIVEL AGUA TUBERIA SALIDA VALVULA Ø 2" \A1;VALVULA Ø2" TUB. Ø2" REBOSE Y LIMPIA TUB. DE ENTRADA Ø 1 1/2" TEE Ø2" TEE Ø2" BRECHA DE AIRE 5 SUBE VENTILACION Ø2" \A1;BUZON DE INSPECCION VER DETALLE DE COLUMNA C1 5 5 5 VIGA V-101 VIGA V-101 VIGA V-101 5 COLUMNA C-1 COLUMNA C-1 VIGA V-101 TANQUE ELEVADO 5 5 5 5 5 5 A 1 2 CAPACIDAD = 5.0 m3 B C1 5 C1 A 5 5 5 A \A1;TAPA DE INSPECCION 5 \U+00D8 3/8" @0.20 \U+00D8 3/8" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 Ø 1/2" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 \U+00D8 1/2" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 \U+00D8 3/8" @0.20 ESTRUCTURA LOSA FONDO MALLA SUPERIOR Ø 3/8" @0.20 MALLA INFERIOR Ø 1/2" @0.20 5 5 5 VIGA V-101 5 5 5 5 5 ELEVADO TANQUE CAPACIDAD = 5.0 m3 \A1; NIVEL AGUA NPT =+8.15 5 5 5 5 NNT \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 5 5 5 ESTRIBOS Ø3/8" 1@0.05,10@0.10, RESTO@0.30 L=<> FIERRO DE COLUMNAS 4 Ø5/8" 5 5 ESTRIBOS Ø3/8" 1@0.05,10@0.10, RESTO@0.30 L=<> FIERRO DE COLUMNAS 4 Ø5/8" FIERRO DE COLUMNAS 4 Ø5/8" NNT ESTRIBOS Ø3/8" 1@0.05,10@0.10, RESTO@0.30 L=<> ESTRIBOS Ø3/8" 1@0.05,10@0.10, RESTO@0.30 L=<> FIERRO DE COLUMNAS 4 Ø5/8" 5 5 2 \U+00D8 1/2" 2 \U+00D8 1/2" 5 CORTE 1-1 5 3 3 1 1 2 \U+00D8 1/2" 2 \U+00D8 1/2" 2Ø1/2" 2Ø1/2" 2 Ø 1/2" 2 Ø 1/2" 5 CORTE 3-3 5 5 5 5 5 5 5 5 5 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 5 5 ESTRIBOS \U+00D83/8" 1@0.05, 5@0.10, RESTO@0.20 VIGA V-201 VIGA V-101 5 5 5 5 ESTRIBOS Ø3/8" 1@0.05,10@0.10, RESTO@0.30 L=<> 5 5 5 Ø 3/8" @0.20 Ø 3/8" @0.25 Ø 3/8" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.25 Ø 3/8" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 COLUMNA C-1 COLUMNA C-1 COLUMNA C-1 COLUMNA C-1 DETALLE TIPICO DE ZAPATA 5 5 2Ø5/8" 2Ø5/8" CORTE 5-5 5 5 5 5 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 5 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 5 DETALLE TIPICO DE ZAPATA Z-1 PLANTA 5 LOSA DE FONDO MALLA SUPERIOR \U+00D8 3/8"@0.20 A/S MALLA SUPERIOR \U+00D8 1/2"@0.20 A/S (ver detalle de armadura en planta) 4 4 4 4 5 CORTE 4-4 4 Ø 5/8" 5 ESTRIBOS Ø3/8" 1@.05, 3@0.10, EN C/E <> ESTRIBOS Ø3/8" 1@.05, 3@0.10, EN C/E <> 2Ø1/2" Valvula Válvula de Paso Electrobomba 1HP ESTRIBOS \U+00D83/8" 1@0.05, 5@0.10, RESTO@0.20 LOSA ARMADA PRIMER NIVEL \U+00D8 3/8"@0.20 A/S, e = 0.15 (Ver detalle) LOSA DE FONDO VER DETALLE DE ARMADURA EN PLANTA MALLA SUPERIOR Ø 3/8"@0.20 A/S MALLA SUPERIOR Ø 1/2"@0.20 A/S BOMBEO CASETA DE C1 CASETA DE BOMBEO NPT=+0.10 1 B 5 2 5 A 5 5 5 5 5 5 A A 5 5 \A1;ESCALINATAS 5 TUB. Ø2" REBOSE Y LIMPIA TUB. DE IMPULSION \U+00D8 1 1/2" C1 VIENE DE POZO PUERTA METALICA <> x 2.40 \A1;EB N° 01 1 HP a los TANQUES ELEVADOS NPT =+6.15 NPT =+8.15 ELEVADO TANQUE CAPACIDAD = 5.0 m3 5 5 5 5 TUBERIA SALIDA VALVULA \U+00D8 \H1.2x;1\fArial|b0|i0|c238|p34;\H0.8333x;" \A1;VALVULA Ø2" TUB. Ø2" REBOSE Y LIMPIA TUB. DE ENTRADA Ø 1 1/2" TEE Ø2" TEE Ø2" BRECHA DE AIRE 5 SUBE VENTILACION Ø2" \A1;BUZON DE INSPECCION 5 VIGA V-101 VIGA V-101 COLUMNA C-1 COLUMNA C-1 VIGA V-101 Puerta Metalica BOMBEO CASETA DE Vidrio Simple Perfiles metalicos C1 CASETA DE BOMBEO NPT=+0.10 1 B 5 2 5 A 5 5 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 Z1 C1 5 5 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 Z1 C1 5 5 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 Z1 C1 5 5 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 Z1 CC-1 CC-1 CC-1 CC-1 5 Ø 3/8" @0.20 Ø 3/8" @0.20 DET. LOSA ARMADA PRIMER NIVEL 5 NPT 5 CC-1 5 5 Cimiento Sobre cimiento = <> 5 5 5 5 Cimiento = <> 5 5 5 5 Anclaje de escalera 5 5 se aplicara 2 manos de pintura anticorrosiva y dos de esmalte 0.10x0.10x 1/4" Escalinata 5 Tubo 1" soldado a platina 5 Tubo 1" fºgº Tubo 1/2" fºgº NPT =+6.15 NPT =+8.15 ELEVADO TANQUE CAPACIDAD = 5.0 m3 5 5 5 5 5 VIGA V-101 VIGA V-101 COLUMNA C-1 COLUMNA C-1 VIGA V-101 BOMBEO CASETA DE ESTRUCTURA DE TANQUE CORTE A-A ESCALA 1/ 25 ESCALA 1/ 25 CORTE A-A DETALLE DE TANQUE PLANTA DETALLE DE TANQUE ESTRUCTURA DE TANQUE PLANTA DETALLE DE TAPA METALICA ESCALA 1/ 5 CONCRETO : F'c = 210 Kg/cm2 COLUMNAS F'c = 210 Kg/cm2 VIGAS LOSA TECHO Y MUROS F'c = \fArial|b0|i0|c0|p34;210\fArial|b0|i0|c238|p34; Kg/cm2 ZAPATAS \H1.333x;RECUBRIMIENTOS: \H0.75x;e= 4cm. COLUMNAS e= 3cm. VIGAS Y MUROS e= 2cm. LOSAS e=\fArial|b0|i0|c0|p34; 7.\fArial|b0|i0|c238|p34;5cm. ZAPATAS ACERO DE REFUERZO F'y= 4200 Kg/cm2 ESPECIFICACIONES TECNICAS CASETA DE BOMBEO PLANTA ELEVACION CASETA DE BOMBEO CIMENTACION IS-01 PROV.: CHUCUITO ELABORADO POR: MUNICIPALIDAD PROVINCIAL CHUCUITO - JULI INSTALACIONES SANITARIAS INDICADA PLANO ESCALA LAMINA UBICACION MEJORAMIENTO Y AMPLIACION DE LOS SERVICIOS DE SALUD DE LOS PUESTOS DE SALUD CASIMUYO Y CALLACAMI, DISTRITO DE JULI, PROVINCIA CHUCUITO - PUNO PROYECTO: DIST.: JULI REGION: PUNO \LPUESTO DE SALUD C.P.: CALLACAMI FECHA: SETIEMBRE DEL 2012 TE-01 ELABORADO POR: INDICADA PLANO ESCALA LAMINA UBICACION PROYECTO: \LTANQUE ELEVADO FECHA: SETIEMBRE DEL 2012 ARQUITECTURA - ESTRUCTURAS - DETALLES

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

Metal, Foundation, Npt, high, tank, elevated tank, capacity, Inspection, See column detail, Outlet pipe, angle, Pin, Fluted iron, Aldava padlock, anchorage, capacity, your B. Overflow, your B. From intrada, Water level, Valve outlet pipe, your B. Overflow, your B. Input, tee, Air gap, Ventilation up, Inspection, See column detail, beam, column, beam, elevated tank, capacity, Inspection, Structure s, beam, high, tank, capacity, Water level, Npt, Nnt, Stirrups, Iron columns, Stirrups, Iron columns, Nnt, Stirrups, Iron columns, cut, cut, Stirrups, beam, Stirrups, column, Typical detail of zapata, cut, Typical detail of zapata, plant, Bottom slab mesh upper mesh detail of armature in, cut, Stirrups in, valve, Bypass valve, Electric pump, Stirrups, First level armed slab, Bottom slab see detail of reinforcement in plant upper mesh upper mesh, pumping, Shed, Pumping booth, your B. Overflow, your B. Of impulse, Comes from well, Metal door, High tanks, Npt, high, tank, capacity, Valve outlet pipe, your B. Overflow, your B. Input, tee, Air gap, Ventilation up, Inspection, beam, column, beam, Metal door, pumping, Shed, Single glass, metallic profiles, Pumping booth, Det. Armed slab, first level, Npt, Foundation, On foundation, Foundation, Anchorage of ladder, Apply paint hands, Anti-corrosion agents, staircase, Platinum welded pipe, Tube fºg, Npt, high, tank, capacity, beam, column, beam, pumping, Shed, Tank structure, cut, scale, cut, Tank detail, plant, Tank detail, Tank structure, plant, Detail of metal lid, scale, Concrete f’c columns f’c beams slab ceiling walls f’c shoes columns beams walls slabs shoes reinforcement steel, Technical specifications, Pumping booth, plant, elevation, Pumping booth, Foundation, Prov. Chucuito, produced by:, Provincial municipality chucuito juli, sanitation, Indicated, flat, scale, sheet, Location, Improvement health services extension of health posts casimuyo district of province chucuito puno, draft:, Dist: juli, Region: puno, of health, C.p .: callacami, date:, September, produced by:, Indicated, flat, scale, sheet, Location, draft:, high, date:, September, Architecture structures details

Raw text data extracted from CAD file:

\A1;6.00 \A1;.15 \A1;1.65 \A1;.150 \A1;2.30 \A1;2.30 \A1;.15 \A1;2.00 \A1;.15 \A1;.15 \A1;2.00 \A1;.15 \A1;.93 \A1;.50 \A1;.60 \A1;.60 \A1;.12 \A1;.15 \A1;1.25 \A1;.40 \A1;.150 \A1;.10 \A1;.05 \A1;.70 \A1;.50 \A1;1.00 \A1;2.30 \A1;2.30 \A1;.15 \A1;2.00 \A1;.15 \A1;.15 \A1;2.00 \A1;.15 \A1;.60 \A1;.60 \A1;.12 \A1;1.00 \A1;1.65 \A1;1.25 \A1;6.00 \A1;.15 \A1;.40 \A1;.150 \A1;.15 \A1;.150 \A1;.37 \A1;1.00 \A1;.37 \A1;.33 \A1;.33 \A1;.05 \A1;ESTRIBOS Ø3/8" 1@0.05,10@0.10, RESTO@0.30 L=2.85 \A1;3.00 \A1;3.00 \A1;ESTRIBOS Ø3/8" 1@0.05,10@0.10, RESTO@0.30 L=2.85 \A1;ESTRIBOS Ø3/8" 1@0.05,10@0.10, RESTO@0.30 L=2.85 \A1;ESTRIBOS Ø3/8" 1@0.05,10@0.10, RESTO@0.30 L=2.85 \A1;.30 \A1;.30 \A1;.30 \A1;.25 \A1;.25 \A1;.30 \A1;.37 \A1;.37 \A1;1.20 \A1;.70 \A1;.05 \A1;.075 \A1;.30 \A1;.33 \A1;1.00 \A1;.50 \A1;.25 \A1;.35 \A1;.30 \A1;.25 \A1;ESTRIBOS Ø3/8" 1@0.05,10@0.10, RESTO@0.30 L=2.85 \A1;.20 \A1;.25 \A1;.25 \A1;.25 \A1;1.00 \A1;1.00 \A1;.25 \A1;1.10 \A1;.25 \A1;.25 \A1;ESTRIBOS Ø3/8" 1@.05, 3@0.10, EN C/E .70 \A1;ESTRIBOS Ø3/8" 1@.05, 3@0.10, EN C/E .70 \A1;2.30 \A1;2.30 \A1;.15 \A1;2.00 \A1;.15 \A1;.15 \A1;2.00 \A1;.15 \A1;.93 \A1;.50 \A1;.12 \A1;PUERTA METALICA .90 x 2.40 \A1;.10 \A1;.05 \A1;.15 \A1;.40 \A1;1.25 \A1;.150 \A1;2.30 \A1;2.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.150 \A1;.50 \A1;.15 \A1;.10 \A1;.20 \A1;Sobre cimiento = .40 \A1;.50 \A1;.20 \A1;.10 \A1;.10 \A1;Cimiento = .50 \A1;.15 \A1;0.60 \A1;0.70 \A1;0.30 \A1;0.30 \A1;2.05 \A1;1.25 \A1;0.300 \A1;.15 \A1;.40 \A1;1.25 \A1;.150 \A1;.05 NPT =+6.15 NPT =+8.15 5 5 5 5 ELEVADO TANQUE C1 TANQUE ELEVADO NPT=+6.15 1 B 5 2 5 A 5 5 5 5 5 5 CAPACIDAD = 5.0 m3 A A 5 5 5 5 \A1;BUZON DE INSPECCION VER DETALLE DE COLUMNA \A1;ESCALINATAS 5 TUBERIA DE SALIDA Ø 2" ANGULO Ø 1 1/2"x2"x1/4" PIN Ø 1/2" PLANCHA ESTRIADA e=1/8" ALDAVA Y CANDADO ANCLAJE CAPACIDAD = 5.0 m3 5 5 5 5 TUB. Ø2" REBOSE Y LIMPIA TUB. DE INTRADA Ø 1 1/2" \A1; NIVEL AGUA TUBERIA SALIDA VALVULA Ø 2" \A1;VALVULA Ø2" TUB. Ø2" REBOSE Y LIMPIA TUB. DE ENTRADA Ø 1 1/2" TEE Ø2" TEE Ø2" BRECHA DE AIRE 5 SUBE VENTILACION Ø2" \A1;BUZON DE INSPECCION VER DETALLE DE COLUMNA C1 5 5 5 VIGA V-101 VIGA V-101 VIGA V-101 5 COLUMNA C-1 COLUMNA C-1 VIGA V-101 TANQUE ELEVADO 5 5 5 5 5 5 A 1 2 CAPACIDAD = 5.0 m3 B C1 5 C1 A 5 5 5 A \A1;TAPA DE INSPECCION 5 \U+00D8 3/8" @0.20 \U+00D8 3/8" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 Ø 1/2" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 \U+00D8 1/2" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 \U+00D8 3/8" @0.20 ESTRUCTURA LOSA FONDO MALLA SUPERIOR Ø 3/8" @0.20 MALLA INFERIOR Ø 1/2" @0.20 5 5 5 VIGA V-101 5 5 5 5 5 ELEVADO TANQUE CAPACIDAD = 5.0 m3 \A1; NIVEL AGUA NPT =+8.15 5 5 5 5 NNT \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 5 5 5 ESTRIBOS Ø3/8" 1@0.05,10@0.10, RESTO@0.30 L=<> FIERRO DE COLUMNAS 4 Ø5/8" 5 5 ESTRIBOS Ø3/8" 1@0.05,10@0.10, RESTO@0.30 L=<> FIERRO DE COLUMNAS 4 Ø5/8" FIERRO DE COLUMNAS 4 Ø5/8" NNT ESTRIBOS Ø3/8" 1@0.05,10@0.10, RESTO@0.30 L=<> ESTRIBOS Ø3/8" 1@0.05,10@0.10, RESTO@0.30 L=<> FIERRO DE COLUMNAS 4 Ø5/8" 5 5 2 \U+00D8 1/2" 2 \U+00D8 1/2" 5 CORTE 1-1 5 3 3 1 1 2 \U+00D8 1/2" 2 \U+00D8 1/2" 2Ø1/2" 2Ø1/2" 2 Ø 1/2" 2 Ø 1/2" 5 CORTE 3-3 5 5 5 5 5 5 5 5 5 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 5 5 ESTRIBOS \U+00D83/8" 1@0.05, 5@0.10, RESTO@0.20 VIGA V-201 VIGA V-101 5 5 5 5 ESTRIBOS Ø3/8" 1@0.05,10@0.10, RESTO@0.30 L=<> 5 5 5 Ø 3/8" @0.20 Ø 3/8" @0.25 Ø 3/8" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.25 Ø 3/8" @0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 COLUMNA C-1 COLUMNA C-1 COLUMNA C-1 COLUMNA C-1 DETALLE TIPICO DE ZAPATA 5 5 2Ø5/8" 2Ø5/8" CORTE 5-5 5 5 5 5 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 5 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 5 DETALLE TIPICO DE ZAPATA Z-1 PLANTA 5 LOSA DE FONDO MALLA SUPERIOR \U+00D8 3/8"@0.20 A/S MALLA SUPERIOR \U+00D8 1/2"@0.20 A/S (ver detalle de armadura en planta) 4 4 4 4 5 CORTE 4-4 4 Ø 5/8" 5 ESTRIBOS Ø3/8" 1@.05, 3@0.10, EN C/E <> ESTRIBOS Ø3/8" 1@.05, 3@0.10, EN C/E <> 2Ø1/2" Valvula Válvula de Paso Electrobomba 1HP ESTRIBOS \U+00D83/8" 1@0.05, 5@0.10, RESTO@0.20 LOSA ARMADA PRIMER NIVEL \U+00D8 3/8"@0.20 A/S, e = 0.15 (Ver detalle) LOSA DE FONDO VER DETALLE DE ARMADURA EN PLANTA MALLA SUPERIOR Ø 3/8"@0.20 A/S MALLA SUPERIOR Ø 1/2"@0.20 A/S BOMBEO CASETA DE C1 CASETA DE BOMBEO NPT=+0.10 1 B 5 2 5 A 5 5 5 5 5 5 A A 5 5 \A1;ESCALINATAS 5 TUB. Ø2" REBOSE Y LIMPIA TUB. DE IMPULSION \U+00D8 1 1/2" C1 VIENE DE POZO PUERTA METALICA <> x 2.40 \A1;EB N° 01 1 HP a los TANQUES ELEVADOS NPT =+6.15 NPT =+8.15 ELEVADO TANQUE CAPACIDAD = 5.0 m3 5 5 5 5 TUBERIA SALIDA VALVULA \U+00D8 \H1.2x;1\fArial|b0|i0|c238|p34;\H0.8333x;" \A1;VALVULA Ø2" TUB. Ø2" REBOSE Y LIMPIA TUB. DE ENTRADA Ø 1 1/2" TEE Ø2" TEE Ø2" BRECHA DE AIRE 5 SUBE VENTILACION Ø2" \A1;BUZON DE INSPECCION 5 VIGA V-101 VIGA V-101 COLUMNA C-1 COLUMNA C-1 VIGA V-101 Puerta Metalica BOMBEO CASETA DE Vidrio Simple Perfiles metalicos C1 CASETA DE BOMBEO NPT=+0.10 1 B 5 2 5 A 5 5 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 Z1 C1 5 5 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 Z1 C1 5 5 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 Z1 C1 5 5 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 \A1;\U+00D81/2\fArial|b0|i0|c186|p34;"@0.\fArial|b0|i0|c238|p34;2\fArial|b0|i0|c186|p34;0 Z1 CC-1 CC-1 CC-1 CC-1 5 Ø 3/8" @0.20 Ø 3/8" @0.20 DET. LOSA ARMADA PRIMER NIVEL 5 NPT 5 CC-1 5 5 Cimiento Sobre cimiento = <> 5 5 5 5 Cimiento = <> 5 5 5 5 Anclaje de escalera 5 5 se aplicara 2 manos de pintura anticorrosiva y dos de esmalte 0.10x0.10x 1/4" Escalinata 5 Tubo 1" soldado a platina 5 Tubo 1" fºgº Tubo 1/2" fºgº NPT =+6.15 NPT =+8.15 ELEVADO TANQUE CAPACIDAD = 5.0 m3 5 5 5 5 5 VIGA V-101 VIGA V-101 COLUMNA C-1 COLUMNA C-1 VIGA V-101 BOMBEO CASETA DE ESTRUCTURA DE TANQUE CORTE A-A ESCALA 1/ 25 ESCALA 1/ 25 CORTE A-A DETALLE DE TANQUE PLANTA DETALLE DE TANQUE ESTRUCTURA DE TANQUE PLANTA DETALLE DE TAPA METALICA ESCALA 1/ 5 CONCRETO : F'c = 210 Kg/cm2 COLUMNAS F'c = 210 Kg/cm2 VIGAS LOSA TECHO Y MUROS F'c = \fArial|b0|i0|c0|p34;210\fArial|b0|i0|c238|p34; Kg/cm2 ZAPATAS \H1.333x;RECUBRIMIENTOS: \H0.75x;e= 4cm. COLUMNAS e= 3cm. VIGAS Y MUROS e= 2cm. LOSAS e=\fArial|b0|i0|c0|p34; 7.\fArial|b0|i0|c238|p34;5cm. ZAPATAS ACERO DE REFUERZO F'y= 4200 Kg/cm2 ESPECIFICACIONES TECNICAS CASETA DE BOMBEO PLANTA ELEVACION CASETA DE BOMBEO CIMENTACION IS-01 PROV.: CHUCUITO ELABORADO POR: MUNICIPALIDAD PROVINCIAL CHUCUITO - JULI INSTALACIONES SANITARIAS INDICADA PLANO ESCALA LAMINA UBICACION MEJORAMIENTO Y AMPLIACION DE LOS SERVICIOS DE SALUD DE LOS PUESTOS DE SALUD CASIMUYO Y CALLACAMI, DISTRITO DE JULI, PROVINCIA CHUCUITO - PUNO PROYECTO: DIST.: JULI REGION: PUNO \LPUESTO DE SALUD C.P.: CALLACAMI FECHA: SETIEMBRE DEL 2012 TE-01 ELABORADO POR: INDICADA PLANO ESCALA LAMINA UBICACION PROYECTO: \LTANQUE ELEVADO FECHA: SETIEMBRE DEL 2012 ARQUITECTURA - ESTRUCTURAS - DETALLES

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, cuts, DETAIL, details, distribution, DWG, elevated, elevations, fornecimento de água, kläranlage, l'approvisionnement en eau, plant, supply, tank, treatment plant, wasserversorgung, water