High Tank And Tank DWG Detail for AutoCAD

High Tank And Tank DWG Detail for AutoCAD

STRUCTURE AND ARCHITECTURE DETAIL OF HIGH AND ELEVATED TANK AND TANK

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

thermal switch with, automatic operation, pumps, alternator for change, alarm bell to disconnect, automatic pumps encaso, lack of water in the tank, expense by pumping, adduction tube, impulse tube, cleaning tube , suction tube, power, quantity, centrifuge, pumping equipment, type, ups tub. of impulsion, tub. overflow, tank tank, tub. cleaning, tub. of suction, tub. of ventilation, arrives and deflects tub. de, pluvial drain, tanker tank plant, stairs, cto, machine, float, tub. adduction, lid, metal mesh, m.b., hose nipple, no return, sheck valve, union, universal, tub. of adduction, cutting a – a, elevated tank plant, tub. of water against, lower tub. of, feeding, arrives tub. of water through, cleaning pipe, arrives and low, and overflow, to wall, tub. deviation, pump stop level, pump start level, low tub. overflow, tub. cleaning, against insendios, low tub. cleaning, cutting b – b, huancayo, tank sanitary facilities, trade, location :, plan :, project :, v.t. ., dib. :, owner :, resp.:, date :, scale :, key :, alejandrina canchanya llacza, cut to ‘- a’, tank structure, elevated tank, elevated tank, fº gº a, of impulsion, arrives tub., cut b – b, cut a – a, alejandro gutierrez pickman, sanitary facilities, gully lime, drawing:, alternator for automatic change of operation, thermal switch with alarm bell to automatically disconnect the pumps encaso, e ….. ……., impulsion, arrives tub. of, water outlet, metal mesh, air gap, discharge to drain, low tub.de, pumps, control, low tub. against, low tub. of, elevated tank, and ends in, elevated tank location, filter, record, and foot valve, basket, meter, sheck valve, water up, adduction pipe, goes tank tube, overflow, tub. cleaning ø, box, gate valve, outlet tub. overflow, to the drain, slab lightened, upright, drain, hdt, tub. of rain drain, of no return, of tub. pluvial, fºgº a, arrives and deviates tub., fºgº of, low tub., of feeding, hat, of pluvial drain, low pipe, tub. against, fire, tank structures, multifamily housing, gully – lime, enriquez, tank, elevated, sale tub. cleaning, sale tub. overflow, pipe, gravel, storm drain, valve, overflow box, sheck, water arrives, discharge to pluvial drain, b-b cut, arrives tub.de

Raw text data extracted from CAD file:

.20 2.50 .20 .20 2.40 .20 1.00 .20 .10 .30 .10 .60 .60 .20 2.50 .20 .20 2.40 .20 1.00 .20 .60 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 2.90 .60 .60 .40 .20 1.85 .20 .20 2.25 .20 2.00 .20 .34 2.40 .10 .25 .25 .10 1.55 .10 .20 2.00 .20 .40 .35 .10 .10 .25 .47 .85 .20 .40 .60 .60 .35 .40 .65 .15 1.50 .15 .10 .15 .17 .65 .15 1.50 .15 .10 .25 .40 .35 2.00 .20 .10 .25 .25 .10 1.55 .10 .20 2.00 .20 .60 .60 .40 1.85 .20 .20 .20 .47 .85 .40 .60 .60 .65 .15 1.50 .15 .17 .65 .15 1.50 .15 .25 1.28 .15 1.50 .15 .15 3.29 .15 .25 1.28 .15 1.50 .15 .15 3.29 .15 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 INTERRUPTOR TERMICO CON AUTOMATICO DE FUNCIONAMIENTO DE LAS BOMBAS ALTERNADOR PARA CAMBIO TIMBRE DE ALARMA PARA DESCONECTAR AUTOMATICAMENTE LAS BOMBAS ENCASO DE FALTA DE AGUA EN LA CISTERNA GASTO POR BOMBEO 0.33 lts/seg PVC SAP Ø 1" TUBO DE ADUCCION PVC SAP d 1" TUBO DE IMPULSION PVC SAP Ø 2" TUBO DE LIMPIEZA PVC SAP Ø 1 1/4" TUBO DE SUCCION 1 HP POTENCIA CANTIDAD 2 UNIDAD CENTRIFUGA EQUIPO DE BOMBEO TIPO \LELECTROBOMBA\l \LMONOBLOCK MONOFASICAS STANDARD NEMA FRAME 48Y, 3450 RPM, aplicable para 50/60 ciclos y corriente de 110 voltios. S = 2.0% S = 2.0% -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 Ø 1" PVC SAP SUBE TUB. DE IMPULSION TUB. DE REBOSE DE TANQUE CISTERNA Ø 2" PVC SAP TUB. DE LIMPIEZA Ø 2" PVC SAP TUB. DE LIMPIEZA Ø 2" PVC SAP TUB. DE SUCCION Ø 1" PVC SAP TUB. DE VENTILACION Ø2" PVC SAP LLEGA Y DESVIA TUB. DE DESAGUE PLUVIAL Ø 3" PVC SAP A' A' PLANTA TANQUE CISTERNA Volumen = 6.11 m3 Ø3/4"@0.30 ESCALINES TUB. DE DESAG. PLUVIAL Ø 2" PVC SAP Cto de Máquina -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 FLOTADOR TUB. DE ADUCCION Ø 1" PVC SAP -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 TAPA Ø2" PVC SAP TUB. DE VENTILACION MALLA METÁLICA M.B. DE JEBE C=100/lib.pul NIPLE DE MANGUERA NO RETORNO VALVULA SHECK UNION UNIVERSAL TUB. DE LIMPIEZA Ø 2" PVC SAP TUB. DE SUCCION Ø 1 1/4" PVC SAP Ø3/4"@0.30 ESCALINES Ø 1" PVC SAP SUBE TUB. DE IMPULSION TUB. DE LIMPIEZA Ø 2" PVC SAP TUB. DE REBOSE DE TANQUE CISTERNA Ø 2" PVC SAP Ø 1" PVC SAP TUB. DE ADUCCION Cto de Máquina -55.51228105629968 CORTE A - A -55.51228105629968 volumen = 5.70 m3 PLANTA TANQUE ELEVADO -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 Ø3/4"@0.30 ESCALINES TUB. DE VENTILACION Ø2" PVC SAP TUB. DE AGUA CONTRA INSENDIOS Ø 2" PVC SAP M M M M d 1/2" PVC SAP BAJAN TUB. DE ALIMENTACION FLOTADOR LLEGA TUB. DE AGUA POR IMPULSION Ø 1" PVC SAP TUBERIA DE LIMPIEZA Ø 2" PVC SAP LLEGA Y BAJA Y DE REBOSE A MURO TUB. DESVIA A A NIVEL DE PARADA DE BOMBA NIVEL DE ARRANQUE DE BOMBA B B NIVEL DE PARADA DE BOMBA -55.51228105629968 ESCALINES Ø3/4"@0.30 NIVEL DE ARRANQUE DE BOMBA -55.51228105629968 BAJA TUB. DE REBOSE Ø 2" PVC SAP TUB. DE LIMPIEZA Ø 2" PVC SAP Ø2" PVC SAP TUB. DE VENTILACION MALLA METÁLICA TAPA LOSA ALIGERADA ( e=0.17 m.) LOSA MACIZA ( e=0.15 m.) CORTE A - A -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 M -55.51228105629968 TUBERIA DE LIMPIEZA Ø 2" PVC SAP LLEGA Y BAJA Y DE REBOSE TUB. DE AGUA CONTRA Ø 2" PVC SAP CONTRA INSENDIOS d 1/2" PVC SAP BAJAN TUB. DE ALIMENTACION ESCALINES Ø3/4"@0.30 NIVEL DE ARRANQUE DE BOMBA NIVEL DE PARADA DE BOMBA TAPA -55.51228105629968 Ø 2" PVC SAP BAJA TUB. DE REBOSE Ø 2" PVC SAP BAJA TUB. DELIMPIEZA LOSA ALIGERADA ( e=0.17 m.) LOSA MACIZA ( e=0.15 m.) CORTE B - B -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 ESCALINES Ø3/4"@0.30 -55.51228105629968 d 1/2" PVC SAP BAJAN TUB. DE ALIMENTACION TUB. DE AGUA CONTRA Ø 2" PVC SAP CONTRA INSENDIOS -55.51228105629968 -55.51228105629968 -55.51228105629968 HUANCAYO I.S.2 INSTALACIONES SANITARIAS DE TANQUES COMERCIO UBICACION: PLANO: PROYECTO: V.T. . DIB. : REAL 959 Of. 302 Hyo. \fSwis721 Cn BT|b1|i0|c0|p34;E.C. VILLA Ass. PROPIETARIO: RESP.: SET. '05 FECHA: 1/25 ESCALA: CLAVE: V ALEJANDRINA CANCHANYA LLACZA -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 LOSA ALIGERADA ( e=0.17 m.) LOSA MACIZA ( e=0.15 m.) LOSA ALIGERADA ( e=0.17 m.) LOSA MACIZA ( e=0.15 m.) HUANCAYO COMERCIO UBICACION: PLANO: PROYECTO: V.T. . DIB. : REAL 959 Of. 302 Hyo. \fSwis721 Cn BT|b1|i0|c0|p34;E.C. VILLA Ass. PROPIETARIO: RESP.: SET. '05 FECHA: 1/25 ESCALA: CLAVE: V ALEJANDRINA CANCHANYA LLACZA -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 LLEGA TUB. DE AGUA POR IMPULSION Ø 1" PVC SAP volumen = 5.70 m3 PLANTA TANQUE ELEVADO CORTE A' - A' CORTE B - B PLANTA TANQUE CISTERNA Volumen = 6.11 m3 CORTE A - A E.-3 ESTRUCTURA DE TANQUES -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 -55.51228105629968 -55.51228105629968 -55.51228105629968 Ø 3/8" @ 0.30 -55.51228105629968 -55.51228105629968 -55.51228105629968 Ø 3/8" @ 0.30 -55.51228105629968 -55.51228105629968 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 A' A' B B Ø 1/2" @ 0.30 Ø 3/8" @ 0.30 -55.51228105629968 -55.51228105629968 Ø 3/8" @ 0.30 -55.51228105629968 -55.51228105629968 -55.51228105629968 Ø 3/8" @ 0.30 -55.51228105629968 -55.51228105629968 -55.51228105629968 Ø 1/2" @ 0.20 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 -55.51228105629968 -55.51228105629968 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 -55.51228105629968 -55.51228105629968 -55.51228105629968 -55.51228105629968 Ø 3/8" @ 0.30 5 .20 2.40 .20 1.00 .20 4.00 TANQUE ELEVADO TANQUE ELEVADO Fº Gº A DE AGUA DE Ø3/4" DE IMPULSION LLEGA TUB. M M M 2.40 .20 .20 1.00 .20 .60 2.50 0.20 0.20 2.70 2.30 0.40 0.20 2.10 0.60 0.35 1.45 .20 .10 2.30 .10 0.20 0.10 .10 0.25 2.00 2.10 2.10 0.15 0.30 0.35 1.35 0.20 0.15 1.20 0.10 2.70 0.50 0.35 0.25 0.10 0.10 0.20 2.00 1.80 0.20 0.25 0.20 0.35 1.45 0.10 1.80 0.20 0.20 2.50 0.25 0.10 1.80 0.10 0.25 .10 1.00 0.15 0.05 0.20 0.15 0.15 2.22 2.22 0.15 0.15 0.15 2.95 0.15 0.60 0.40 0.15 0.15 2.95 0.60 0.20 0.35 0.15 0.20 1.35 0.10 0.30 1.20 0.30 0.10 0.55 0.10 CORTE B - B PLANTA TANQUE ELEVADO CORTE A - A VOLUMEN = 3.276 m3 ALEJANDRO GUTIERREZ PICKMAN \fSwis721 Cn BT|b1|i0|c0|p34;E.C. VILLA Ass. REAL 959 Of. 302 Hyo. RESP.: INSTALACIONES SANITARIAS PROYECTO: UBICACION: COMERCIO BARRANCO LIMA PROPIETARIO: PLANO: I.S.3 CLAVE: 1/25 ESCALA: NOV '05 FECHA: DIBUJO: ALTERNADOR PARA CAMBIO AUTOMATICO DE FUNCIONAMIENTO INTERRUPTOR TERMICO CON TIMBRE DE ALARMA PARA DESCONECTAR AUTOMATICAMENTE LAS BOMBAS ENCASO DE FALTA DE AGUA EN LA CISTERNA DE LAS BOMBAS E............ -116.0895808461606 -116.0895808461606 -116.0895808461606 -116.0895808461606 -116.0895808461606 A -116.0895808461606 -116.0895808461606 -116.0895808461606 B TUB. DE LIMPIEZA Ø 2" PVC SAP TUB. DE REBOSE Ø 2" FLOTADOR IMPULSION Ø. 1 "F°G° LLEGA TUB. DE -116.0895808461606 SALIDA DE AGUA VALVULA Ø 3/4" -116.0895808461606 -116.0895808461606 TUB. DE VENTILACION Ø2" PVC SAP Ø3/4"@0.30 ESCALINES -116.0895808461606 -116.0895808461606 -116.0895808461606 B -116.0895808461606 -116.0895808461606 TUB. DE REBOSE Ø 2" -116.0895808461606 -116.0895808461606 -116.0895808461606 -116.0895808461606 TUB. DE VENTILACION MALLA METALICA TUB. DE REBOSE Ø 2" BRECHA DE AIRE VALVULA Ø2" -116.0895808461606 DE AGUA Ø 3/4" TUB. DE ADUCCION Ø 1 1/4 "F°G° TUB. DE VENTILACION Ø2" PVC SAP TAPA NIVEL DE PARADA DE BOMBA -116.0895808461606 NIVEL DE ARRANQUE DE BOMBA MALLA METALICA TUB. DE LIMPIEZA NIVEL DE PARADA DE BOMBA TUB. DE REBOSE Ø 2" TUB. DE VENTILACION Ø2" PVC SAP -116.0895808461606 TAPA Ø2" PVC SAP ESCALINES Ø3/4"@0.30 MALLA METALICA TUB. DE LIMPIEZA Ø 2" PVC SAP TUB. DE VENTILACION DESCARGA A DESAGUE ALIMENTACION -116.0895808461606 -116.0895808461606 -116.0895808461606 -116.0895808461606 BAJA TUB.DE BOMBAS CONTROL DE -116.0895808461606 BOMBAS CONTROL DE TUBO DE SUCCION TUBO DE LIMPIEZA CANTIDAD POTENCIA EQUIPO DE BOMBEO TUBO DE ADUCCION GASTO POR BOMBEO TUBO DE IMPULSION TIPO \LELECTROBOMBA MONOBLOCK MONOFASICAS CENTRIFUGA F°G° Ø1 1/4" 2 UNIDADES 0.71 lts/seg F°G° Ø2" F°G° Ø 1" F°G° Ø1" 0.5 HP STANDARD NEMA FRAME 48Y, 3450 RPM, aplicable para 50/60 ciclos y corriente de 115/220 voltios. I I I I I I I I I I I B C D Ø2" ELEVADO) (TANQUE Ø3/4" BAJA TUB. CONTRA INCENDIO. DE FºGº· Ø 2" ALIM. DE Ø 3/4" PVC SAP BAJA TUB. DE EL TANQUE ELEVADO Y TERMINA EN AGUA Ø 1" PVC SAP UBICACION DE TANQUE ELEVADO ESCALA:1/50 -116.0895808461606 -116.0895808461606 DE JEBE C=100/lib.pul NIPLE DE MANGUERA FILTRO DE GRABA -116.0895808461606 TUBO DE .LIMPIEZA Ø2"F°G° P = 2% P = 2% Y VALVULA DE PIE CANASTILLA NIVEL DE ARRANQUE DE BOMBA TUBO DE SUCCION Ø1 1/4"F°G° -116.0895808461606 -116.0895808461606 -116.0895808461606 -116.0895808461606 -116.0895808461606 CORTE B - B -116.0895808461606 NIVEL DE PARADA DE BOMBA MEDIDOR M FºGº Ø 1" TUB. DE ADUCCION -116.0895808461606 -116.0895808461606 -116.0895808461606 VALVULA SHECK VALVULA SHECK -116.0895808461606 -116.0895808461606 -116.0895808461606 TUBO DE .LIMPIEZA Ø2"F°G° -116.0895808461606 -116.0895808461606 -116.0895808461606 TAPA -116.0895808461606 -116.0895808461606 -116.0895808461606 -116.0895808461606 -116.0895808461606 -116.0895808461606 -116.0895808461606 TUBO DE SUCCION Ø1 1/4"F°G° NIVEL DE ARRANQUE DE BOMBA Ø3/4"@0.30 ESCALINES P = 2% Y VALVULA DE PIE CANASTILLA CORTE A - A -116.0895808461606 M.B. NIPLE DE MANGUERA DE JEBE C=100/lib.pul -116.0895808461606 -116.0895808461606 SUMIDERO Ø4" IMPULSION Ø 1 " F°G° SUBE AGUA POR IMPULSION Ø 1 " F°G° SUBE AGUA POR TUB. DE LIMPIEZA Ø 2" PVC SAP PLANTA TANQUE CISTERNA VOLUMEN= 7.003 m3 P-08-11 -116.0895808461606 -116.0895808461606 -116.0895808461606 -116.0895808461606 -116.0895808461606 A -116.0895808461606 -116.0895808461606 -116.0895808461606 B -116.0895808461606 FLOTADOR P = 0.5% P = 0.5% P = 0.5% TUB. DE VENTILACION Ø2" PVC SAP A FºGº Ø 1" TUB DE ADUCCION -116.0895808461606 -116.0895808461606 P = 0.5% TUB. DE LIMPIEZA Ø 2" PVC SAP VA TUBO DE CISTERNA A TANQUE ELEVADO Ø1" F°G° B TUBO DE ADUCCION FºGº Ø 1" REBOSE P = 2% NIVEL DE PARADA DE BOMBA 2" PVC SAP TUB. LIMPIEZA Ø -116.0895808461606 -116.0895808461606 -116.0895808461606 -116.0895808461606 -116.0895808461606 CAJA REBOSE -116.0895808461606 VALVULA SHECK VALVULA COMPUERTA VALVULA COMPUERTA -116.0895808461606 -116.0895808461606 -116.0895808461606 -116.0895808461606 Ø3" CON MALLA SALE TUB. DE REBOSE N° 100 EN LA SALIDA AL DESAGUE Ø 3" PVC SAP -116.0895808461606 TAPA REBOSE NIVEL DE ARRANQUE DE BOMBA LOSA ALIGERADA -116.0895808461606 LOSA ALIGERADA -116.0895808461606 HACIA MONTANTE DE DESAGUE Hdt 71.73 pies A -116.0895808461606 TAPA NFP=±0.00 TUB. DE REBOSE Ø 2" PVC SAP TUB. DE DESAGUE PLUVIAL Ø 3" PVC SAP -116.0895808461606 -116.0895808461606 -116.0895808461606 -116.0895808461606 -116.0895808461606 REBOSE CAJA REBOSE VALVULA SHECK DE NO RETORNO FLOTADOR FLOTADOR DE TUB. PLUVIAL M M M M M M M Ø1/2" Ø3" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" TANQUE ELEVADO FºGº A DE AGUA DE Ø3/4" DE IMPULSION LLEGA TUB. TANQUE ELEVADO DE AGUA DE Ø3/4" DE IMPULSION LLEGA Y DESVIA TUB. FºGº DEL BAJA TUB. DE ALIMENTACION DE AGUA Ø 1/2" TANQUE ELEVADO DE Ø2" PVC SAP Y TERMINA EN SOMBRERILLO Ø3" DE DESAGUE PLUVIAL BAJA TUBERIA DE Ø 3" PVC SAP 2 3 1 2' C D TUB. CONTRA d 1"1/2 FºGº INCENDIO LLEGA Y BAJA 0.10 0.20 0.20 1.80 0.25 0.10 1.80 0.10 0.25 2.50 0.20 0.10 2.00 2.70 2.30 2.50 0.40 2.70 0.20 0.20 2.30 0.60 0.60 0.20 0.20 0.20 2.10 0.20 0.40 0.40 0.40 0.40 0.40 0.40 0.20 0.10 1.80 0.20 0.25 0.10 0.25 0.10 0.10 0.20 2.00 2.00 2.70 0.40 0.40 0.40 0.40 0.40 0.40 0.30 0.30 1.35 1.35 0.40 0.40 1.35 1.35 0.30 2.95 2.95 2.22 0.15 0.15 0.20 0.40 0.15 0.15 0.40 0.20 0.40 0.20 0.40 0.40 0.30 0.30 0.20 0.40 0.30 2.22 0.60 0.60 0.40 0.15 0.15 0.15 0.40 0.40 0.40 0.40 0.15 0.15 0.15 0.15 0.40 0.40 0.40 0.15 0.40 ALEJANDRO GUTIERREZ PICKMAN \fSwis721 Cn BT|b1|i0|c0|p34;E.C. VILLA Ass. REAL 959 Of. 302 Hyo. RESP.: ESTRUCTURAS DE TANQUE PROYECTO: UBICACION: VIVIENDA MULTIFAMILIAR BARRANCO - LIMA PROPIETARIO: PLANO: I.S.2 CLAVE: 1/25 ESCALA: AGOSTO '03 FECHA: DIBUJO: ENRIQUEZ -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 CORTE A - A -126.9521372474011 -126.9521372474011 TAPA -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 PLANTA TANQUE CISTERNA B -126.9521372474011 VOLUMEN= 7.003 m3 Ø 3/8" @ 0.30 -126.9521372474011 B -126.9521372474011 A -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 A -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 -126.9521372474011 Ø 3/8" @ 0.30 -126.9521372474011 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 CORTE B - B -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 Ø 3/8" @ 0.30 PLANTA TANQUE ELEVADO -126.9521372474011 -126.9521372474011 CORTE A - A -126.9521372474011 -126.9521372474011 A -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 CORTE B - B -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 B -126.9521372474011 -126.9521372474011 -126.9521372474011 Ø 3/8" @ 0.30 Ø1/2" @ 0.30 -126.9521372474011 0.40 -126.9521372474011 -126.9521372474011 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 B A -126.9521372474011 -126.9521372474011 -126.9521372474011 -126.9521372474011 Ø 3/8" @ 0.30 Ø 1/2" @ 0.30 -126.9521372474011 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 -126.9521372474011 -126.9521372474011 -126.9521372474011 Ø 3/8" @ 0.30 0.40 -126.9521372474011 -126.9521372474011 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 -126.9521372474011 TAPA Ø 3/8" @ 0.30 TANQUE UBICACION DE TANQUE ELEVADO ALIM. DE Ø 3/4" PVC SAP INCENDIO. DE FºGº· Ø 2" BAJA TUB. CONTRA ESCALA:1/50 BAJA TUB. DE Ø3/4" ELEVADO Ø2" C B I I I I I I I I I I I AGUA Ø 1" F°G° Y TERMINA EN EL TANQUE ELEVADO D VOLUMEN = 3.276 m3 P-11-11 2.90 .60 .60 .60 .60 .30 .10 .20 2.35 .20 .25 .10 2.10 .10 .25 0.35 .15 1.00 .20 .20 1.85 .20 .30 .20 .10 .50 1.00 .15 .10 .50 0.10 .25 .10 2.20 .10 .25 .10 .20 2.35 .20 .20 2.50 .20 0.35 0.25 0.16 .30 .35 1.40 .20 .15 .35 .15 .20 1.40 .30 1.20 .05 .10 .15 .15 2.60 2.60 .15 .15 .15 2.60 .15 .60 .40 .15 .15 2.60 .60 .20 2.90 2.90 2.90 2.90 4.00 1.00 2.35 .25 .10 1.75 .10 .25 .20 .10 .20 .20 .20 .10 .20 .30 .20 1.85 .40 .40 .40 .40 .40 .40 .24 .40 2.35 2.20 .10 .25 .25 .10 .20 .10 .20 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .65 2.35 .20 .10 .20 .30 .30 1.50 1.50 .40 1.50 2.60 2.60 2.60 .15 .15 .20 .40 .15 .15 .40 .20 .40 .20 .40 .30 .40 2.60 .60 .60 .40 .15 .15 .15 .40 .40 .40 .40 .15 .15 .15 .15 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 2.90 1.50 .20 .15 DE FALTA DE AGUA EN LA CISTERNA DESCONECTAR AUTOMATICAMENTE LAS BOMBAS ENCASO INTERRUPTOR TERMICO CON TIMBRE DE ALARMA PARA ALTERNADOR PARA CAMBIO AUTOMATICO DE FUNCIONAMIENTO DE LAS BOMBAS P=1.5% SALE TUB. DE LIMPIEZA 5 5 5 5 5 5 5 5 B A PLANTA TANQUE CISTERNA VOLUMEN =12.00 m3 CORTE A - A B 5 5 P=1.5% P=1.5% 5 B 5 5 5 5 B 5 5 A 5 5 5 5 PLANTA TANQUE CISTERNA VOLUMEN = 12.00 m3 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø 2" PVC SAP SALE TUB. DE REBOSE Ø 2" PVC SAP 5 5 5 5 5 5 5 TUB. DE SUCCION Ø 1" PVC SAP M.B. TUB. DE VENTILACION Ø2" PVC SAP NIPLE DE MANGUERA DE JEBE C=100/lib.pul LLEGA AGUA Ø 3/4" PVC SAP 5 5 TAPA 5 5 P=1.5% Ø 1" FºGº SUBE TUB. DE IMPULSION TAPA Ø 2" CON MALLA N° 100 EN LA SALIDA SALE TUB. DE REBOSE Ø3/4"@0.30 ESCALINES NIVEL DE PARADA DE BOMBA SUCCION Ø 1" F°G° TUBO DE NIVEL DE ARRANQUE DE BOMBA P = 1.0% P = 1.0% 5 5 5 5 5 5 5 5 5 5 TAPA 5 LIMPIEZA Ø 1"F°G° TUBO DE TUB. DE VENTILACION Ø2" PVC SAP 5 5 5 5 5 5 5 5 5 FILTRO DE GRAVA 5 SUMIDERO Ø4" 1.00 .15 NFP = + 0.10 FLOTADOR AL DESAGUE PLUVIAL P Ø 2" PVC SAP UNIVERSAL VALVULA SUBE AGUA POR IMPULSION Ø 1 " F°G° 5 CAJA DE REBOSE 5 A DE JEBE C=100/lib.pul NIPLE DE MANGUERA SHECK UNION Ø 2" CON MALLA N° 100 EN LA SALIDA SALE TUB. DE REBOSE M.B. NIVEL DE ARRANQUE DE BOMBA NIVEL DE PARADA DE BOMBA TUBO DE LIMPIEZA Ø 1"F°G° SUCCION Ø 1" F°G° TUBO DE P = 1.0% 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE B - B P = 1.0% LLEGA AGUA Ø 3/4" PVC SAP 5 5 DE AGUA Ø3/4" NIVEL DE PARADA DE BOMBA TUB. DE REBOSE Ø 2" TUB. DE VENTILACION Ø2" PVC SAP 5 TAPA Ø2" PVC SAP MALLA METALICA TUB. DE LIMPIEZA Ø 2" PVC SAP TUB. DE VENTILACION ALIMENTACION <> 5 5 5 BAJA TUB.DE BOMBAS CONTROL DE NIVEL DE ARRANQUE DE BOMBA <> 5 5 5 TUB. DE VENTILACION TUB. DE REBOSE Ø 2" BRECHA DE AIRE VALVULA Ø2" TUB. DE VENTILACION Ø2" PVC SAP TAPA NIVEL DE PARADA DE BOMBA 5 NIVEL DE ARRANQUE DE BOMBA MALLA METALICA TUB. DE LIMPIEZA ESCALINES Ø3/4"@0.30 DESCARGA A DESAGUE PLUVIAL BOMBAS CONTROL DE 5 5 5 PLANTA TANQUE ELEVADO VOLUMEN =7.00 m3 CORTE A - A CORTE B -B d2 FºGº TUB. DE LIMPIEZA d2 FºGº TUB. CONTRA d1 1/2¨ FºGº INCENDIO DE AGUA Ø3/4" ALIMENTACION BAJA TUB.DE 5 5 5 5 5 5 5 5 TUB. DE LIMPIEZA Ø 2" PVC SAP FLOTADOR IMPULSION Ø. 1 "F°G° LLEGA TUB. DE 5 DE ALIMENTACION DE Ø 3/4" FºGº 5 5 TUB. DE VENTILACION Ø2" PVC SAP Ø3/4"@0.30 ESCALINES 5 5 5 B 5 5 TUB. DE REBOSE Ø 2" CONTROL DE BOMBAS TUB. CONTRA Ø11/2" FºGº INCENDIO 5 5 5 SALIDA DE AGUA DE ALIMENTACION DE Ø 3/4" FºGº SALIDA DE AGUA A A B DE AGUA Ø1" IMPULSION LLEGA TUB.DE GASTO POR BOMBEO 0.45 lts/seg PVC SAP Ø 3/4" TUBO DE ADUCCION FºGº d 1" TUBO DE IMPULSION TUBO DE LIMPIEZA FºGº Ø 1" TUBO DE SUCCION 1.5 HP POTENCIA CANTIDAD 2 UNIDADES CENTRIFUGA EQUIPO DE BOMBEO TIPO \LELECTROBOMBA\l \LMONOBLOCK MONOFASICAS STANDARD NEMA FRAME 48Y, 3450 RPM, aplicable para 50/60 ciclos y corriente de 110 voltios. FºGº Ø 2" LIMPIEZA Ø 1"F°G° TUBO DE DE ALIMENTACION DE Ø 3/4" FºGº SALIDA DE AGUA DE ALIMENTACION DE Ø 3/4" FºGº SALIDA DE AGUA TAPA TAPA 5 5 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 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 CORTE A - A TAPA TAPA Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE B - B TAPA 5 5 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 5 5 A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø 3/8" @ 0.30 5 5 5 5 B 5 5 5 5 5 5 5 5 5 5 5 5 A 5 5 5 Ø 3/8" @ 0.30 Ø1/2" @ 0.20 5 5 5 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 A B 5 5 5 5 Ø 3/8" @ 0.30 Ø 3/8" @ 0.20 5 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 5 5 5 Ø 3/8" @ 0.30 5 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 5 PLANTA TANQUE ELEVADO VOLUMEN = 7.00 m3 5 5 5 5 CORTE B - B CORTE A - A S/C = 150 Kg/m2 LOSA MACIZA ( e=0.20 m.) S/C = 150 Kg/m2 LOSA MACIZA ( e=0.20 m.) VP-502 VP-502 VE-501 5 5 5 5 5 5 5 5 5 VA-501 Ø1/2" @ 0.20

Language	Spanish
Drawing Type	Detail
Category	Industrial
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File Type	dwg
Materials	Other
Measurement Units	Imperial
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Tags	à gaz, agua, architecture, autocad, DETAIL, DWG, elevated, elevated tank, gas, híbrido, high, hybrid, hybrides, l'eau, reservoir, structure, tank, tanque, wasser, water