Water Tank 10 M3 DWG Block for AutoCAD

Water Tank 10 M3 DWG Block for AutoCAD

ARCHITECTURE; STRUCTURES AND FACILITIES HEALTH

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

floor, Polished terrazzo, Npt, store, Polished terrazzo, Foot valve, layette, Thick platinum plating, electric welding, Threaded nipple according to required diameter, High cistern tank wall, scale, Sole, sheet:, specialty:, Structures, Of tank, Sole, sheet:, specialty:, sanitation, Volume of water daily consumption, hydropneumatic tank, check valve, Union dresser, Removable covers, To enter teams, Projection of, Suction trunk, Hydropneumatic, tank, For daily consumption, Electric pump, pilot, services, Cold water network, Cat type cat, Entrance ladder, see detail, Float valve, see detail, Of the main network, Cold water intake, Concrete cover, Projection of, Suction trunk, tank, Hydropneumatic, valve, gate, rack, Pvc, Filter, gravel, see detail, air, Charger, Air hose, pressure gauge, Maximum water level, Vortex plate, Ground level, Niv, Volume of water, daily consumption, Float valve, Of the main network, Cold water intake, With two hands of paint, Tank tank elev., scale, Maximum water level, Ground level, Niv, Volume of water, daily consumption, Float valve, anchorage, anchorage, Device, Level control, control, of level, Esc, Cistern plant house, centrifugal pumps, psi, Pressure switch, Union, hydropneumatic tank, Charger, services, Suction basket, Uu, Uu, pressure gauge, Discharge to the tank overflow box., Of cold water in the pump room cisterns will be made of steel., The accessory pipes connecting the, Slope of the tank bottom shall be, minimum, as, Overflow pipe shall be, Valve wrath on two universal unions of fºgº, the same as, Flexible joints to absorb vibrations., Water level indicator inside the tank., Compressor in case of lack of, Water in the cistern, Hydropneumatic equipment, In the hydropneumatic tank., Device for automatic control of volumes of, Device to retain the operation of the, Compressor other equipment that replaces the air, Drainage device with its correspondent, The pump to the hydropneumatic tank., Check valves in the discharge line of, Gate valve that allows the operation of the, Pressure switch for pressure start, Manual control device., Indicated below:, The hydropneumatic system must be equipped with, Air water, Tooth gate key., Assemblies of equipment., security valve., pressure gauge., Ma stop pressure maximum., Angle of f., Of tank, Cold water system, General notes, Removable, Concrete lids, Removable, Concrete lids, Removable, Boring, beam, Ground level, Niv, Ground level, Niv, Esc, For inspection, Removable, Esc, Of tank, Projection of, Suction trunk, Flat beam, Removable, metallic structures., Another to see specifications of, Hands of epoxy paint shop, Electrodes, painting, Pre-qualified joints aws, Bolts, welding, Hot rolled astm, Profiles, Astm, Irons, steel structures, Technical standards, Loads, ground, Ceiling finished floor, National building regulations, Beams: cm., Columns: cm., Flat beams: cm., Seismic design Peruvian standards, Concrete f’c, Steel fy, Lightened slab m., general specifications, Shoes: cm., Widening, Flat beam, Ironing board, iron, Armella, padlock, shooter, hinge, Anchorage, anchorage, shooter, padlock, hinge, anchorage, Maximum water level, Volume of water, daily consumption, Esc, Cistern house, Esc:, Tube of faith painted with enamel, Plt lost in tarrajeo, anchorage, Filed soldier, Painted, see detail, Npt, Bombs room, polished concrete, Tarrajeo impermeabilizado, level, Npt, Npt, Bombs room, polished concrete, store, Tarrajeo impermeabilizado, Esc, see detail, Faith pipe, Roasted, see detail, Bar of faith, Faith pipe, level, see detail, see detail, Esc, Esc, Npt, store, shooter, padlock, anchorage, hinge, anchorage, scale, Of tank, plant, Esc:, Bar of faith, Painted, Faith pipe, Filed soldier, Bar of faith, Filed soldier, anchorage, Plt lost in tarrajeo, Tube of faith painted with enamel, Esc:, Characteristics of the equipment, Centrifugal pumps, Lps, Hdt m., hydropneumatic tank, Gallons, Psi start, Psi stop, Water cistern, Water cistern, sheet:, specialty:, architecture, Water cistern

Raw text data extracted from CAD file:

PISO TERRAZO PULIDO NPT +-0.00 TIENDA TERRAZO PULIDO \A1;2.10 \A1;.20 \A1;.20 \A1;.15 \A1;.20 \A1;.40 \A1;.40 \A1;2.10 \A1;.40 \A1;.15 \A1;.15 \A1;2.10 \A1;.20 \A1;.20 \A1;.40 \A1;.10 \A1;2.20 \A1;.90 \A1;2.00 \A1;.10 \A1;.40 \A1;.50 \A1;.40 \A1;.15 \A1;2.10 \A1;.20 \A1;.20 \A1;.40 \A1;.10 \A1;1.50 \A1;.40 \A1;.20 \A1;3.20 \A1;.20 \A1;2.50 \A1;.20 \A1;6.10 \A1;.20 \A1;2.00 \A1;.20 \A1;2.40 \A1;.10 \A1;2.15 \A1;.20 \A1;.20 \A1;.40 \A1;.10 \A1;2.20 \A1;.90 \A1;2.00 \A1;.10 \A1;.40 \A1;.15 \A1;2.10 \A1;.20 \A1;.20 \A1;.30 \A1;.20 \A1;.30 \A1;.50 \A1;.30 \A1;.20 \A1;2.10 \A1;.20 \A1;.15 \A1;.50 \A1;1.00 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.60 \A1;.60 \A1;2.50 \A1;.20 \A1;3.00 \A1;.20 \A1;2.00 VALVULA DE PIE Y CANASTILLA d3" \A1;.60 \A1;.60 \A1;R.15 \A1;R.15 \A1;.10 \A1;.20 \A1;.30 \A1;.20 \A1;2.00 \A1;.50 \A1;.20 \A1;R.15 \A1;R.15 \A1;R.15 5 d 5 5 5 5 5 d 5 PLANCHA DE PLATINA ESPESOR d \S3#16;\H1.429x;" SOLDADURA ELECTRICA NIPLE ROSCADO SEGUN DIAMETRO REQUERIDO NIPLE ROSCADO SEGUN DIAMETRO REQUERIDO MURO DE CISTERNA O TANQUE ELEVADO \LDETALLE 2 ESCALA S/E \A1;.43 \A1;1.67 \A1;R.15 \A1;.10 \A1; 0.60 \A1;0.60 \A1;0.10 \A1;0.60 \A1;1.67 \A1;R.15 \A1;R.15 \A1;.15 \A1;2.10 \A1;.20 \A1;.20 \A1;.40 \A1;.10 \A1;2.20 \A1;.90 \A1;2.00 \A1;.10 \A1;.40 \A1;.20 \A1;.30 \A1;.15 \A1;.15 \A1;.30 \A1;.15 \A1;.10 \A1;.40 \A1;.43 \A1;d \A1;10 \A1;20 \A1;10 \A1;15 \A1;d \A1;15 \A1;15 \A1;15 \A1;.45 \A1;.15 \A1;.30 \A1;.15 \A1;.20 \A1;1.00 \A1;.20 \A1;.50 \A1;.10 \A1;.40 \A1;.10 \A1;2.60 \A1;.40 \A1;2.10 \A1;.10 \A1;.40 \A1;.20 \A1;.15 \A1;.60 \A1;.10 \A1;.3125 \A1;.20 \A1;.10 \A1;.10 \A1;.10 \A1;.60 \A1;1.00 \A1;.20 \A1;3.20 \A1;.20 \A1;2.50 \A1;.20 \A1;6.10 \A1;.20 \A1;2.00 \A1;.20 \A1;2.40 \A1;1.00 \A1;2.50 \A1;.50 \A1;1.00 \A1;.60 \A1;.60 \A1;2.10 \A1;2.00 \A1;.20 \A1;2.50 \A1;.20 \A1;3.00 \A1;.20 \A1;6.10 \A1;.20 \A1;2.00 \A1;.20 \A1;.50 \A1;.60 \A1;.15 \A1;.60 \A1;.05 \A1;.05 \A1;.20 \A1;.10 \A1;.10 \A1;.80 \A1;.25 (TIPICO) \A1;.35 \A1;.10 \A1;2.10 \A1;.50 \A1;.55 \A1;.50 \A1;R.10 \A1;.25 \A1;.35 \A1;.10 \A1;.60 \A1; 0.60 \A1;0.60 \A1;.05 \A1;.15 O .30 5 5 5 5 A B B C D D Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8" SOLADO e= 3" (C:H 1:12) Ø3/8"@.20 Ø3/8"@.25 Ø3/8"@.25 Ø3/8" Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8" Ø3/8" Ø3/8"@.20 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.20 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.20 Ø3/8"@.25 Ø3/8" Ø3/8" Ø3/8"@.25 Ø3/8" Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.20 Ø3/8" Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8" Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.20 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.20 Ø3/8"@.25 Ø3/8"@.25 Ø3/8" Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8" Ø3/8"@.25 Ø3/8"@.25 E-01 LAMINA: ESPECIALIDAD: ESTRUCTURAS \LCORTE C-C \LCORTE D-D \LCORTE A-A \LCORTE B-B \LFONDO DE CISTERNA H=0.20 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 A SOLADO e= 3" (C:H 1:12) SOLADO e= 3" (C:H 1:12) SOLADO e= 3" (C:H 1:12) SOLADO e= 3" (C:H 1:12) SOLADO e= 3" (C:H 1:12) IS-1 LAMINA: ESPECIALIDAD: INSTALACIONES SANITARIAS \LCORTE B-B \LCORTE A-A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VOLUMEN DE AGUA CONSUMO DIARIO V=10m3 2" 2" 3" B-1 B-1 2" A A 4" 1½" B B TANQUE HIDRONEUMATICO d2" d2" d2" d2" d2" 2 ½" 3" B-1 B-1 VALVULA CHECK d2" UNION DRESSER d2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TAPAS REMOVIBLES PARA INGRESO DE EQUIPOS PROYECCION DE CAJUELA DE SUCCION 1.00x0.3125 C/U 5 5 5 5 5 5 5 HIDRONEUMATICO TANQUE 2" 2" PARA CONSUMO DIARIO ELECTROBOMBA 3" 21/2" (PLANTA PILOTO + 1º PISO) A LOS SERVICIOS RED DE AGUA FRIA d2" 5 TIPO GATO (ver lamina A-01) ESCALERA DE INGRESO VER DETALLE 2 2" VALVULA FLOTADORA VER DETALLE 1 DE LA RED PRINCIPAL INGRESO DE AGUA FRIA C C 5 5 5 5 TAPA DE CONCRETO 5 5 5 5 PROYECCION DE CAJUELA DE SUCCION 5 TANQUE HIDRONEUMATICO 5 VALVULA COMPUERTA 5 3" S=1% REJILLA \U+22054" PVC \U+22054" FILTRO DE GRAVA 5 5 5 VER DETALLE 2 AIRE CARGADOR DE MANGUERA DE AIRE d3/4" MANOMETRO 5 5 5 NIVEL MAXIMO DE AGUA PLATO VORTEX 0.60x0.60(VER DETALLE) NIVEL DE TERRENO NIV. +/- 0.00 5 VOLUMEN DE AGUA CONSUMO DIARIO V=10 M3 VALVULA FLOTADORA DE LA RED PRINCIPAL INGRESO DE AGUA FRIA 1½" 0.60 0.60 0.60 0.10 (Pintado con dos manos de pintura anticorrosiva) Cisterna / Tanque Elev. ESCALA 1/10 \LCORTE C-C 5 5 5 5 5 5 5 5 5 5 5 5 S=1% 5 5 5 NIVEL MAXIMO DE AGUA NIVEL DE TERRENO NIV. +/- 0.00 VOLUMEN DE AGUA CONSUMO DIARIO V=10 M3 VALVULA FLOTADORA ANCLAJE d3" 5 5 5 5 5 5 d4" F°G° 5 ANCLAJE DISPOSITIVO DE CONTROL DE NIVEL CONTROL DE NIVEL 5 ESC 1/25 PLANTA DE LA CISTERNA y CASETA B-1 V.CHECK-2" B-1 BOMBAS CENTRIFUGAS 30 - 50 PSI PRESOSTATO UNION DRESSER.-2" V.C.-2" V.C.-2" V.CHECK-2" TANQUE HIDRONEUMATICO d2" V.C.-2 1/2" V.C.-2 1/2" 2 1/2" V.C.-2" CARGADOR DE AIRE" d2" A LOS SERVICIOS d2" d2" 3" V.C.-3" CANASTILLA DE SUCCION U.U U.U U.U U.U U.U U.U U.U U.U d2" 3" 3" V.C.-3" U.U MANOMETRO DESCARGARA HACIA LA CAJA DE REBOSE DE CISTERNA. DE AGUA FRIA EN LA SALA DE BOMBAS Y CISTERNAS SERAN DE ACERO. 4.-TODAS LAS TUBERIAS Y ACCESORIOS QUE UNEN A LAS ELECTROBOMBAS, 3.-LA PENDIENTE DEL FONDO DE CISTERNA SERA DE 1% MINIMO COMO 2.-LA TUBERIA DE REBOSE SERA DE F°G° 1.-TODA VALVULA IRA SOBRE DOS UNIONES UNIVERSALES DE FºGº 4", LA MISMA QUE \U+2205 l) UNIONES FLEXIBLES PARA ABSORBER LAS VIBRACIONES. k) INDICADOR DE NIVEL DE AGUA DENTRO DEL TANQUE. BAS Y COMPRESOR (SI LO HUBIERA) EN CASO DE FALTA DE AGUA EN LA CISTERNA EQUIPO HIDRONEUMATICO DIDO EN EL TANQUE HIDRONEUMATICO. i) DISPOSITIVO PARA CONTROL AUTOMATICO DE VOLUMENES DE j) DISPOSITIVO PARA RETENER EL FUNCIONAMIENTO DE LAS BOM- h) COMPRESOR U OTRO EQUIPO QUE REEMPLACE EL AIRE PER- g) DISPOSITIVO DE DRENAJE DEL TANQUE, CON SU CORRESPON LA BOMBA AL TANQUE HIDRONEUMATICO. f) VALVULAS DE RETENCION EN LA TUBERIA DE DESCARGA DE e) VALVULA DE COMPUERTA QUE PERMITA LA OPERACION Y EL b) INTERRUPTOR DE PRESION PARA ARRANQUE A PRESION MINI- a) DISPOSITIVO DE CONTROL AUTOMATICO Y MANUAL. MENTOS QUE SE INDICAN A CONTINUACION: EL SISTEMA HIDRONEUMATICO DEBERA DOTARSE DE LOS IMPLE- AIRE Y AGUA. DIENTE LLAVE DE COMPUERTA. MONTAJES DE LOS EQUIPOS. d) VALVULA DE SEGURIDAD. c) MANOMETRO. MA Y PARADA A PRESION MAXIMA. 4" ANGULO DE F. DE \U+2205 2"x2"x3/16" \LDETALLE "1" \LTAPA DE CISTERNA \LISOMETRIA SISTEMA AGUA FRIA NOTAS GENERALES REMOVIBLE TAPAS DE CONCRETO REMOVIBLE TAPAS DE CONCRETO REMOVIBLE CHATA VIGA C NIVEL DE TERRENO NIV. +/- 0.00 NIVEL DE TERRENO NIV. +/- 0.00 5 5 5 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 NV ±0.00 5 5 5 5 5 5 5 5 5 5 5 5 .20 Ø1/4": 1@0.05,3@0.10,Rto 0.25 4Ø1/2"(CORRIDOS) .15 V-CH ESC 1/20 .20 .10 .60 .10 .10 .60 .10 3Ø3/8" \LBUZON PARA INSPECCION 4Ø3/8" Ø3/8"@.10 \LTAPAS REMOVIBLES esp.=10cms. 1.00 .3125 ESC 1/20 A B B C D D \LTECHO DE CISTERNA H=0.15 5 5 5 5 5 5 5 5 5 5 A C Ø3/8"@.20 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 PROYECCION DE CAJUELA DE SUCCION VIGA CHATA .20x.15 5 5 \LTAPAS REMOVIBLES \LCISTERNA ESTRUCTURAS METALICAS. Y OTRA EN OBRA) VER ESPECIFICACIONES DE 2 MANOS DE PINTURA EPOXICA (1 EN TALLER E-60 ELECTRODOS PINTURA A307 JUNTAS PRECALIFICADAS AWS PERNOS SOLDADURA LAMINADOS EN CALIENTE ASTM A36 PERFILES ASTM A36 PLANCHAS ESTRUCTURAS DE ACERO NORMAS TECNICAS E-060, E-070 RECUBRIMIENTOS._ REGLAMENTOS.- CARGAS MUERTAS._ TERRENO : ESFUERZO._ ENLUCIDO, CIELO RASO Y PISO TERMINADO 100 Kg/m2 REGLAMENTO NACIONAL DE CONSTRUCCIONES VIGAS PERALTADAS: 4.00 cm. COLUMNAS: 4.00 cm. LOSA, VIGAS CHATAS: 2.00 cm. NORMAS PERUANAS DE DISEÑO SISMORRESISTENTES E-030 CONCRETO : f'c = 210 Kg/cm2 (TODOS LOS ELEMENTOS) ACERO : fy = 4,200 Kg/cm2 (TODOS LOS ELEMENTOS) LOSA ALIGERADA h=.20 m. 300Kg/m2, ESPECIFICACIONES GENERALES Rt=3.60Kg/cm2 ZAPATAS: 7.50 cm. ENSANCHAMIENTO DE VIGA CHATA PLANCHA DE FIERRO \U+22053/16" ARMELLA Y CANDADO TIRADOR BISAGRA ANCLAJE DE \U+22053/8"x3" ANCLAJE \U+22053/8"x3" TIRADOR CANDADO BISAGRA BISAGRA ANCLAJE \U+22053/8"x3" A 5 5 5 5 \LSECCION A-A 5 NIVEL MAXIMO DE AGUA VOLUMEN DE AGUA CONSUMO DIARIO V=10 M3 ESC 1/50 CISTERNA y CASETA ESC: 1/2 TUBO DE FE d 2" PINTADO AL ESMALTE PLT 3"X3"X2" PERDIDO EN EL TARRAJEO ANCLAJE SOLDADO Y LIMADO TARRAJEADO Y PINTADO A VER DETALLE 1a NPT -2.25 CUARTO DE BOMBAS CEMENTO PULIDO TARRAJEO IMPERMEABILIZADO TARRAJEO IMPERMEABILIZADO 5 5 5 5 5 5 5 5 5 5 NIVEL ± 0.00 NPT +-0.00 NPT -2.25 CUARTO DE BOMBAS CEMENTO PULIDO TIENDA TARRAJEO IMPERMEABILIZADO TARRAJEO IMPERMEABILIZADO ESC 1/25 .50 5 5 .60 .05 .05 Y 5 Y X X VER DETALLE 1a VER DETALLE 2a TUBO DE fe 2 1/2" e= 1/8" 5 5 5 <> (TIPICO) TARRAJEADO VER DETALLE 1a BARRA DE Fe d 1 /2" TUBO DE FE d 2" e= 1/8" 5 5 5 5 5 5 NIVEL ± 0.00 R.10 VER DETALLE 2a 5 VER DETALLE 3a VER DETALLE 1a 5 5 ESC 1/25 Y - Y X - X ESC 1/50 NPT TIENDA +-0.00 CORTE-CONSTRUCTIVO X X 5 0.60 TIRADOR CANDADO ANCLAJE \U+22053/8"x3" 0.60 BISAGRA BISAGRA ANCLAJE \U+22053/8"x3" ESCALA 1/10 \LTAPA DE CISTERNA PLANTA .05 .15 O .30 ESC: 1/2 BARRA DE FE d 1/2" TARRAJEADO Y PINTADO TUBO DE FE d 2" e= 1/8" SOLDADO Y LIMADO BARA DE FE d 1/2" SOLDADO Y LIMADO ANCLAJE PLT 3"X3"X2" PERDIDO EN EL TARRAJEO TUBO DE FE d 2" PINTADO AL ESMALTE ESC: 1/2 \LSECCION A-A \LDET. 1a \LDET. 3a \LDET. 2a CARACTERISTICAS DE LOS EQUIPOS B1 ELECTROBOMBAS CENTRIFUGAS C/U DE Q = 2.81 lps HDT = 35.94 m. TANQUE HIDRONEUMATICO V = 179 galones P arranque = 30 psi P parada = 50 psi CISTERNA DE AGUA 10 M3 CISTERNA DE AGUA 10 M3 A-01 LAMINA: ESPECIALIDAD: ARQUITECTURA CISTERNA DE AGUA 10 M3

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	architecture, autocad, block, distribution, DWG, facilities, fornecimento de água, health, kläranlage, l'approvisionnement en eau, structures, supply, tank, treatment plant, wasserversorgung, water