Suspended Tank DWG Detail for AutoCAD

Suspended Tank DWG Detail for AutoCAD

Suspended Water Tank – 20m3 – Details

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

Armed walls, Esc:, Cement floor plan, Esc:, detail, Typical columns and typical columns, Columns, Beams, Natural terrain level, Reservoir volume, General control valve, Concrete data, comes out, distribution network, Pvc, Low tub pvc sap, sanitation, Esc:, Iron ladder galvanized sailor type, width, Techniques, Concrete in flooring: f’c, Bottom: tarrajeo with waterproofing slope towards exit of clean purge, Walls: tarajeo with waterproofing cm, High tank interior finishes, Simple concrete f’c, Concrete top with steel reinforcement new, Synthetic enamel paint primer, face side, Exterior finishes, Beams columns cm, Slabs cm, Overlaps, vertical, horizontal, Concrete f’c, Reinforced concrete, Coatings, Distribution network valve box, Concrete floor, Fc, Reinforcing steel f’y, Given concrete: f’c, Stirrups new, Stirrup type ii, New, Stirrups new, New new, New, New new, Stirrup type, Stirrup type ii, Esc:, Reinforced slab, Iron ladder galvanized sailor type, width, Print on, compacted fill, elevated tank, Bronze sink, Fool nipple, Elbow fob, Universal bond of foe, Nipple fo go, Bronze damper valve, Football tee, Pvc sap adapter, Flange breaks water fo go, Pvc sap pipe, Fool nipple, Pvc ventilation hat, Pvc sap reboce cone, Simple union of foe, Purge cleaner, Flange breaks water, Elbow fob, Of income, Elbow fob, Pipe footer, Simple union of foe, Footer tube, Output, Bronze basket, Universal union fo go, Nipple of foe cm, Of general control, Pvc sap adapter, Bronze sluice gate valve, Additional, Anchored iron plate steel welded reinforcement co new, Ventilation pipe fo go, metal lid, electromechanical, Level buoys, Pvc sap pipe driving, Automatic level control, New, Steel on lower grill, New, Steel on top rack, New, Staircase recess, Variable anchorage, Pvc sap pipe, Smooth iron, Inner stop, Electrowelded gasket, Tank column elev., metallic support, Fool, Stair structure, Smooth iron, beam, Projection of walls, beam, Projection of walls, New, Esc:, High tank arming, Beam: new, Natural terrain level, Alternating overlap, Beam: new, Beam: new, Stirrup type ii, New new, New, New new, Stirrup type, Stirrup type ii, Reservoir volume, Beam: new, Beam: new, New, Colum: new, Galvanized calamine with, Ribbon of, Block wall cm, Control system, Power equipment watts, flat:, Control panel of the electro mechanical system

Raw text data extracted from CAD file:

0.30 0.30 5,00 2,70 10,00 1,00 1,00 2,20 0,30 0,30 2,20 0,30 2,20 2,20 2,95 0,30 2,10 3,30 0,65 0,40 2,00 1,35 2,25 0,15 0,15 3,00 0,60 0,88 0,40 0,50 0,10 0.30 0.30 0,10 0,25 0.80 5,00 0,40 0,85 2,70 0,30 0,30 0,85 0,30 0,25 3,60 3,00 0,30 0,30 2,70 0,30 0,30 3,00 0,15 0,15 0,15 0,15 3,00 0,15 0.30 0,30 2,20 0,30 2,00 1,35 5,00 0,40 0,40 0,65 0,85 2,25 2,95 0.30 2,20 10,00 2,70 2,20 0,30 0,30 2,20 0.30 0,60 0.30 5,00 0,15 3,00 0,15 0,85 0,65 1,35 2,00 0,40 0,40 0,40 0,15 2.40 0,14 1,85 2% ARMADO DE TAPA Y MUROS ESC: 1 :25 PLANTA - PLATEA DE CIMENTACION ESC: 1 :25 ESC: 1 :12.5 DETALLE \LVIGAS Y COLUMNAS TIPICASY COLUMNAS TIPICAS C-1 V-1 COLUMNAS VIGAS 0.30 0.30 5 5 5 5 5 5 5 5 5 5 5 5 NIVEL DEL TERRENO NATURAL 5 5 5 5 0,15 5 5 5 5 5 VOLUMEN RESERVORIO 20 m3 5 5 5 0,15 13 09 09 09 03 03 03 11 29 01 2% 15 15 20 11 03 VALVULA DE CONTROL GENERAL 5 5 DADO DE CONCRETO 5 SALE RED DE DISTRIBUCION Llega TUB PVC SAP 1 1/2" Baja TUB PVC SAP 2" INSTALACIONES SANITARIAS ESC: 1 :12.5 5 ESCALERA DE FIERRO GALVANIZADO TIPO MARINERO (PASO = 0.25m -- ANCHO = 0.40m) \LESPECIFICACIONES TECNICAS c) Concreto en solado: f'c = 140 Kg/cm2 a) Fondo: Tarrajeo con impermeabilizante Pendiente 2% hacia salida de limpia y purga b) Muros: Tarajeo con impermeabilizante 1:2 e = 1.5 cm ACABADOS INTERIORES DE TANQUE ELEVADO a) Concreto simple f'c = 140 Kg/cm2 b) Tapa de concreto con refuerzo de acero f\fTimes New Roman|b0|i0|c0|p18; 1/4" @ 0.12 b) Imprimante y pintura esmalte sintético a) Caravista ACABADOS EXTERIORES a) Vigas y columnas 4.00 cm b) Losas 5.0 cm TRASLAPES a) Vertical 0.60 m b) Horizontal 0.60 m a) Concreto f'c = 210 Kg/cm2 CONCRETO ARMADO RECUBRIMIENTOS CAJA DE VALVULA DE RED DE DISTRIBUCION \LLEYENDA SOLADO DE CONCRETO f'c = 140 Kg/cm 5 15 b) Acero de refuerzo f'y = 4200 Kg/cm2 d) Dado de concreto: f'c = 175 Kg/cm2 0.30 0.30 Estribos f\fTimes New Roman|b0|i0|c0|p18; 3/8" Estribo Tipo II 2 f\fTimes New Roman|b0|i0|c0|p18; 5/8" 2 f\fTimes New Roman|b0|i0|c0|p18; 5/8" Estribos f\fTimes New Roman|b0|i0|c0|p18; 3/8" 2 f\fTimes New Roman|b0|i0|c0|p18; 5/8" + 1 \fSymbol|b0|i0|c2|p18;f\fTimes New Roman|b0|i0|c0|p18; 1/2" 2 f\fTimes New Roman|b0|i0|c0|p18; 1/2" 2 f\fTimes New Roman|b0|i0|c0|p18; 5/8" + 1 \fSymbol|b0|i0|c2|p18;f\fTimes New Roman|b0|i0|c0|p18; 1/2" Estribo Tipo I Estribo Tipo II 1 @ 0.05 4 @ 0.10 R @ 0.15 2 @ 0.05 3 @ 0.07 5 @ 0.10 R @ 0.15 ESC: 1 :25 ARMADO DE LOSA DE FONDO 19 14 14 14 28 09 11 11 5 28 28 28 28 28 ESCALERA DE FIERRO GALVANIZADO TIPO MARINERO (PASO = 0.25m -- ANCHO = 0.35m) 10 10 16 IMPRIMIR EN 1/25 RELLENO COMPACTADO 05 TANQUE ELEVADO 31 01 SUMIDERO DE BRONCE 2" 02 NIPLE DE Fo Go 2" x 60CM 03 CODO Fo Go 2" x 90 05 UNION UNIVERSAL DE Fo Go 2" 04 NIPLE Fo Go 2" x 15CM 07 VALVULA COMPUERTA DE BRONCE 2" 08 TEE DE Fo Go 2" 09 ADAPTADOR PVC SAP 2" 10 BRIDA ROMPE AGUA Fo Go 2" x 15" 11 TUBO PVC SAP 2" C-7.5 02 05 05 07 04 06 06 02 06 NIPLE DE Fo Go 2" x 20CM 08 08 12 11 12 SOMBRERO DE VENTILACION PVC 2" 13 CONO DE REBOCE PVC SAP 4" X 2" 14 UNION SIMPLE DE Fo Go 2" \LSISTEMA DE LIMPIA Y PURGA 16 BRIDA ROMPE AGUA 2" 17 CODO Fo Go 2" x 45 \LSISTEMA DE INGRESO 15 CODO Fo Go 2" x 90 18 TUBERIA Fo Go 2" 19 UNION SIMPLE DE Fo Go 2 " 21 18 21 TUBO DE Fo Go 2" \LSISTEMA DE SALIDA 20 CANASTILLA DE BRONCE 2" 21 21 21 21 25 26 27 24 25 UNION UNIVERSAL Fo Go 2" 26 NIPLE DE Fo Go 2" x 10 CM \LVALVULA DE CONTROL GENERAL 24 ADAPTADOR PVC SAP 2" 27 VALVULA COMPUERTA DE BRONCE DE 2" \LELEMENTOS ADICIONALES 28 ANCLAJE - PLATINA DE FIERRO 2" X 3/8" REFUERZOS ELECTROSOLDADOS CO f\fTimes New Roman|b0|i0|c0|p18; 3/8" 30 29 TUBERIA DE VENTILACION Fo Go 2" 30 TAPA METALICA 0.60M x 0.60M 5 \LCONTROL ELECTROMECANICO 31 BOYAS DE CONTROL DE NIVEL 33 TUBERIA PVC SAP 1/2" (Para conducción de cableado) 31 33 32 CONTROL AUTOMATICO DE NIVEL 32 0.80 C-1 5 C-1 f\fTimes New Roman|b0|i0|c0|p18; 5/8" @ .10 m ACERO EN PARRILLA INFERIOR f\fTimes New Roman|b0|i0|c0|p18; 5/8" @ .10 m ACERO EN PARRILLA SUPERIOR f\fTimes New Roman|b0|i0|c0|p18; 5/8" @ .30 m f\fTimes New Roman|b0|i0|c0|p18; 5/8" @ .30 m 5 5 5 5 5 5 5 \LDETALLE DE EMPOTRAMIENTO DE ESCALERA Anclaje @ variable 1.50m a 2.0m Tubo PVC SAP 1/2" Fierro liso 1/2" Tope interior 5 Junta electrosoldada Columna de Tanque Elev. Soporte metálico Fo Go 3/4" Estructura de escalera Fierro liso 1/2" 5 5 20 5 VIGA (0.30 m x 0.30 m) VIGA (0.30 m x 0.30 m) VIGA (0.30 m x 0.30 m) VIGA (0.30 m x 0.30 m) VIGA (0.30 m x 0.30 m) Proyección de las paredes C-1 5 5 5 5 f 3/8" @ .25 m VIGA (0.30 m x 0.30 m) C-1 5 5 5 Proyección de las paredes 5 5 5 7 6 f 3/8" @ .25 m f 3/8" @ .25 m H f\fTimes New Roman|b0|i0|c0|p18; 3/8" @ .25 m V f\fTimes New Roman|b0|i0|c0|p18; 3/8" @ .25 m 5 5 ESC: 1 :12.5 ARMADO DE TANQUE ELEVADO B 5 5 5 5 5 5 5 Viga: f\fTimes New Roman|b0|i0|c0|p18; 3/8" 1 @ 0.05, 3 @ 0.07, 5 @ 0.10, R @ 0.15 A A A A B B 5 f 5/8" @ .10 m 5 5 f 5/8" @ .30 m 5 5 NIVEL DEL TERRENO NATURAL 0.30 5 Traslape alternado A A Viga: f\fTimes New Roman|b0|i0|c0|p18; 3/8" 1 @ 0.05, 3 @ 0.07, 5 @ 0.10, R @ 0.15 0.30 \LCORTE A-A "COLUMNA" Viga: f\fTimes New Roman|b0|i0|c0|p18; 3/8" 1 @ 0.05, 3 @ 0.07, 5 @ 0.10, R @ 0.15 Estribo Tipo II B B 0.30 2 f\fTimes New Roman|b0|i0|c0|p18; 5/8" + 1 \fSymbol|b0|i0|c2|p18;f\fTimes New Roman|b0|i0|c0|p18; 1/2" 2 f\fTimes New Roman|b0|i0|c0|p18; 1/2" 2 f\fTimes New Roman|b0|i0|c0|p18; 5/8" + 1 \fSymbol|b0|i0|c2|p18;f\fTimes New Roman|b0|i0|c0|p18; 1/2" Estribo Tipo I Estribo Tipo II \LCORTE B-B "VIGA" 0.30 5 5 5 f 3/8" @ .25 m B 5 f 3/8" @ .25 m 7 f 3/8" @ .25 m 6 VOLUMEN RESERVORIO 20 m3 f 3/8" @ .25 m Viga: f\fTimes New Roman|b0|i0|c0|p18; 3/8" 1 @ 0.05, 3 @ 0.07, 5 @ 0.10, R @ 0.15 5 5 0,15 C-1 C-1 5 5 5 5 5 Viga: f\fTimes New Roman|b0|i0|c0|p18; 3/8" 1 @ 0.05, 3 @ 0.07, 5 @ 0.10, R @ 0.15 5 5 5 5 5 2 f\fTimes New Roman|b0|i0|c0|p18; 5/8" 2 f\fTimes New Roman|b0|i0|c0|p18; 5/8" 5 5 f 3/8" @ .25 m f 3/8" @ .25 m Colum: f\fTimes New Roman|b0|i0|c0|p18; 3/8" 1 @ 0.05 4 @ 0.10 R @ 0.15 Colum: f\fTimes New Roman|b0|i0|c0|p18; 3/8" 1 @ 0.05 4 @ 0.10 R @ 0.15 Colum: f\fTimes New Roman|b0|i0|c0|p18; 3/8" 1 @ 0.05 4 @ 0.10 R @ 0.15 Colum: f\fTimes New Roman|b0|i0|c0|p18; 3/8" 1 @ 0.05 4 @ 0.10 R @ 0.15 Colum: f\fTimes New Roman|b0|i0|c0|p18; 3/8" 1 @ 0.05 R @ 0.10 2.40 5 Calamina galvanizada (pintada con anticorrosivo) Listón de 2" x 2" x 4.50m (águano) Listón de 2" x 3" x 2.40m (águano) MURO DE BLOQUETA e=12 cm \LCASETA DE CONTROL DEL SISTEMA ELECTRO MECANICO 5 EQUIPO ELECTROGENO 5000 WATTS PLANO: TABLERO DE CONTROL DEL SIST ELECTRO MECANICO

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