Circular Reservoir V = 50m3 DWG Detail for AutoCAD

Circular Reservoir V = 50m3 DWG Detail for AutoCAD

CIRCULAR RESERVOIR for V = 50M3 – Details – Specifications – sizing – Construction / cut / loop reservoir

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

Improvement of huacahi drinking water system, draft, District municipality of huacachi, Huacachi, location, Dis, flat, top., Location, district, Details, Resp., Dib., Huacachi, date, region, Sheet no, Huari, province, Esc., Ancash, Indicated, In the town of San Nicolas district, District municipality of san nicolas, St nicolas, Carlos f.f., Ancash, Improvement of the drinking water system, location, district, province, region, sheet:, specialty:, date:, scale:, flat, draft:, drawing:, design:, Indicated, August, Province of carlos f. Fitzcarrald ancash, Reservoir structures details, Structures, In the town of San Nicolas district, District municipality of san nicolas, St nicolas, Carlos f.f., Ancash, Improvement of the drinking water system, location, district, province, region, sheet:, specialty:, date:, scale:, flat, draft:, drawing:, design:, Indicated, August, Province of carlos f. Fitzcarrald ancash, Circular reservoir of, architecture, Output hopper, False floor, water level, Input pipe to the reservoir, Collared beam, Np., Npt., Output of the network, Overflow cleaning, Slab cover, Overflow tank, elevation, section, Npt., Npt., Valve stand, Npt., Output of the network, Overflow cleaning, Input pipe to the reservoir, Hydraulics, Access to reservoir metal lid, Aries., meeting, Npt., Output hopper., Access to roof cap metal, stairs, numeration, Pvc sap reduction, Elbow pvc sap, Universal union of, accessories, Cant, Brass damper valve, Flange breaks water, Nipple, Connection of pvc sap with thread, Tee pvc sap, Brass damper valve, Nipple, Universal union of, Connection of pvc sap with thread, Tee pvc sap, Elbow pvc sap, Pvc basket, Union, Union, elbow, Defierro security clamp, elbow, elbow, water level, Stirrups of, section, Of the inner vertical reinforcement, Armor see dome plant, Rings, False shoe if it becomes necessary to reach the level of clean rock, Horizontal armor, Annular, Radial reinforcement, section, Bottom slab reinforcement, Annular, Radial reinforcement, Lower armor slab, Armor of the dome, section, Rto. both senses, beam., column., Rto. both senses, collar, Roof slab valve, Esc., Of floor cupula of the reservoir, Nipple, your B. ventilation, Drainage bottom slab zapata, Esc., Bottom slab, Cube cm., Dome keep in center slab, Coatings:, steel:, False floor foundation f’c, Bottom slab f’c, Circular beam f’c, concrete:, Techniques, concrete:, All structural concrete must be conveniently vibrated, To the concrete of the tank will be added waterproofing additive, Plasters, All outer surfaces of the roof of the vessel will be tarragaded with cement mix: finely sanded fine sand., The bottom slab should be emptied in alternating cloths with a minimum difference of days between contiguous cloths to use concrete as dry as possible to treat the joint before following the casting. All waterstop will join in their meetings according to the procedure recommended by the manufacturer, Techniques, concrete:, Circular beam f’c, Bottom slab f’c, False floor foundation f’c, steel:, Coatings:, Dome keep in center slab, Cube cm., Bottom slab, Load bearing capacity:, Qadm., Sika pvc tapes, Armor passes, To deal with sikadur, Horizontal in the tub, Floor joint, Horizontal cuba zapata, Pre-paint bruise with sikadur seal with putty sikaflex fc, Leave surface treated before following the drain, The armor passes, Leave surface treated before following the drain, Leave rough surface, Wet interior surface, Armor passes, Rings, False foundation floor f’c, Fold hz., Esc., Overcoming, Foundation, N.p.t., E.g., Concrete: from p.m., running, In the town of San Nicolas district, District municipality of san nicolas, St nicolas, Carlos f.f., Ancash, Improvement of the drinking water system, location, district, province, region, sheet:, specialty:, date:, scale:, flat, draft:, drawing:, design:, Indicated, August, Province of carlos f. Fitzcarrald ancash, Reservoir armor structures, Structures

Raw text data extracted from CAD file:

2.20 0.25 0.90 5.40 0.10 .20 .20 0.10 0.90 0.45 0.10 0.80 0.30 0.15 0.10 0.10 2.20 0.95 0.60 0.50 0.10 0.10 0.07 0.40 0.10 2.20 0.15 0.50 0.50 0.40 5.40 .20 .20 MEJORAMIENTO SISTEMA DE AGUA POTABLE DE HUACAHI PROYECTO : MUNICIPALIDAD DISTRITAL DE HUACACHI HUACACHI Ing° Localidad : Dis : PLANO : Top. : UBICACION : Distrito : PLANTA-ELEVACION-CORTE Y DETALLES Resp. : Dib. : HUACACHI FEB-2004 Fecha : Region : Lamina Nº : HUARI Provincia : Esc. : ANCASH INDICADA A-1 1.20 2.20 0.15 0.15 .25 1.85 .25 0.30 0.60 0.25 R=2.70 0.10 .20 0.90 0.30 .15 .10 0.07 0.25 0.25 0.25 0.25 0.25 0.45 0.90 0.25 0.90 0.07 0.50 1.00 0.12 2.20 0.60 0.875 .0725 0.90 EN LA LOCALIDAD DE SAN NICOLAS, DISTRITO DE SAN NICOLAS MUNICIPALIDAD DISTRITAL DE SAN NICOLAS SAN NICOLAS SAN NICOLAS CARLOS F.F. ANCASH MEJORAMIENTO Y AMPLIACION DEL SISTEMA DE AGUA POTABLE : LOCALIDAD : : DISTRITO PROVINCIA REGION : N° LAMINA: E-01 ESPECIALIDAD: FECHA: ESCALA: PLANO : PROYECTO: DIBUJO: DISEÑO: INDICADA AGOSTO 2011 PROVINCIA DE CARLOS F. FITZCARRALD - ANCASH ESTRUCTURAS RESERVORIO - DETALLES ESTRUCTURAS .15 .25 .25 .15 2.20 .15 .15 .25 1.85 .25 3.50 3.44 0.50 0.50 0.50 0.50 0.50 0.20 .10 .02 .02 .15 .10 EN LA LOCALIDAD DE SAN NICOLAS, DISTRITO DE SAN NICOLAS MUNICIPALIDAD DISTRITAL DE SAN NICOLAS SAN NICOLAS SAN NICOLAS CARLOS F.F. ANCASH MEJORAMIENTO Y AMPLIACION DEL SISTEMA DE AGUA POTABLE : LOCALIDAD : : DISTRITO PROVINCIA REGION : N° LAMINA: A-01 ESPECIALIDAD: FECHA: ESCALA: PLANO : PROYECTO: DIBUJO: DISEÑO: INDICADA AGOSTO 2011 PROVINCIA DE CARLOS F. FITZCARRALD - ANCASH RESERVORIO CIRCULAR DE 50m3 ARQUITECTURA 0.30 0.80 0.15 5 5 5 5 5 .20 .20 5 5 5 5 5 5 5 5 5 5 TOLVA DE SALIDA FALSO PISO f'c= 100 Kg/cm2 NIVEL DE AGUA 13 5 5 V = 50 m3 13 12 13 13 6 13 13 15 15 5 5 5 14 5 5 5 5 5 5 TUBERIA Ø 2" DE ENTRADA AL RESERVORIO VIGA COLLARIN CL NP. 0.00 NPT. + 0.15 NPT. + 0.25 NPT. + 0.85 NPT. + 1.00 5 5 SALIDA DE ADUCCION A LA RED Ø 3" LIMPIEZA Y REBOSE Ø 3" COBERTURA DE LOSA 19 BATEA DE REBOSE \A1;\S1/2;\H1.429x; ELEVACION \A1;\S1/2;\H1.429x; SECCION NPT. + 1.00 5 .20 .20 NPT. + 0.15 5 5 5 5 CASETA DE VALVULAS NPT. + 0.25 1 2 4 3 5 1 2 3 4 5 .25 5 .25 SALIDA DE ADUCCION A LA RED Ø 3" LIMPIEZA Y REBOSE Ø 3" TUBERIA Ø 2" DE ENTRADA AL RESERVORIO S = 0.5% S = 0.5% S = 0.5% \LPLANTA \LINSTALACIONES HIDRAULICAS ACCESO AL RESERVORIO TAPA METALICA ARIES. 0.30 0.60 JUNTA NPT. + 0.85 C1 C1 C1 C1 TOLVA DE SALIDA. ACCESO AL TECHO TAPA METALICA ESCALERA 6 1 5 6 12 13 13 3 7 6 5 4 3 2 1 NUMERACION Reducción PVC SAP Ø 3" @ Ø 2" Codo PVC SAP de Ø 2" x 90° Unión Universal de F°G° Ø 2" 01 03 01 04 02 ACCESORIOS CANT. 3 2 2 4 4 4 2 2 3 3 1 7 11 11 9 9 10 10 8 8 10 10 9 9 11 11 14 6 4 16 17 21 18 6 Valvula de Compuerta de Bronce Ø=2" 8 9 10 11 13 12 02 01 17 18 16 15 14 Brida Rompe Agua 01 04 Niple de F°G° Ø=2" x 3" 04 05 Unión de PVC SAP de Ø=2" con Rosca Tee PVC SAP de Ø 2" x 2" Valvula de Compuerta de Bronce Ø=3" 02 08 04 05 Niple de F°G° Ø=3" x 3" Unión Universal de F°G° Ø 3" Unión de PVC SAP de Ø=3" con Rosca Tee PVC SAP de Ø 3" x 3" 02 06 Codo PVC SAP de Ø 3" x 45° Canastilla PVC 01 Unión F°G° Ø 3" 20 Unión F°G° Ø 2" 05 01 19 20 Codo F°G° Ø 2" x 90° Abrazadera de Seguridad deFierro Codo F°G° Ø 3" x 90° 21 01 Codo F°G° Ø 2" x 45° CL 0.07 NIVEL DE AGUA ESTRIBOS DE Ø 3/8" @ 0.15 .10 .15 5 5 .20 5 5 \A1;\S1/2;\H1.429x; SECCION R=2.70 5 5 5 5 5 5 5 Ø 3/8" @ 0.25 Ø 1/2" @ 0.25 5 0.90 0.07 \LDETALLE DE LA ARMADURA VERTICAL INTERIOR 5 5 0.12 \W3.50270; ARMADURA VER \W3.50270; PLANTA DE CUPULA 6 Ø 1/2" ANILLOS Ø 3/8" @ 0.25 ANILLOS \W3.10541; FALSA ZAPATA SI SE HACE \W3.10541; NECESARIA PARA LLEGAR AL \W3.10541; NIVEL DE LA ROCA LIMPIA 5 ARMADURA HORIZONTAL (ANILLOS) 5 7 Ø 3/8" @ 0.10 0.875 7 Ø 3/8" @ 0.125 .0725 5 Ø 3/8" @ 0.15 5 Ø 3/8" @ 0.25 Ø 3/8" @ 0.25 Ø 3/8" @ 0.25 (ANILLOS) ANULARES Ø 1/2" @ 0.25 ARMADURA RADIAL \A1;( \S1/2;\H1.333x; SECCION ) ARMADURA DE LOSA DE FONDO (ANILLOS) ANULARES Ø 3/8" @ 0.25 Ø 3/8" @ 0.25 ARMADURA RADIAL ARMADURA INFERIOR LOSA ARMADURA DE LA CUPULA \A1;( \S1/2;\H1.333x; SECCION ) .15 .25 Ø 1/4" : 1 @ 5, 6 @ 10, Rto. @ 20 ambos sentidos Viga. Columna. Ø 1/4" : 1 @ 5, 4 @ 10, Rto. @ 20 ambos sentidos .15 .25 \LCOLUMNA C1 \LVIGA COLLARIN .15 5 C1 .25 .15 C1 5 .25 C1 C1 S = 1% Ø 3/8" @ .15 2 Ø 5/8" 2 Ø=5/8" Ø 3/8" @ .15 Ø 1/2" @ .15 5 5 \LARMADURA DE LOSA DEL TECHO DE CASETA DE VALVULAS ESC. 1:40 ESC. 1:40 \LARMADURA DE PISO Y CUPULA DEL RESERVORIO 5 5 5 5 5 19 19 9 22 9 22 03 Niple de F°G° Ø=4" x 18" TUB. VENTILACION \LSECUENCIA DE VACIADO DE LOSA DE FONDO Y ZAPATA ESC. 1:30 1 2 2 1 a a a a a a a a Zapata, Losa de Fondo = 7cm. Cuba = 4 cm. Cupula = Mantener en el Centro de Losa RECUBRIMIENTOS: fy = 4,200 kg/cm2 ACERO: Falso Piso Cimentacion f'c = 100 kg/cm2 Zapata, Losa de Fondo f'c = 175 kg/cm2 Cupula, Cuba, Viga Circular f'c = 210 kg/cm2 CONCRETO: \LESPECIFICACIONES TECNICAS CONCRETO: *.- Todo Concreto Estructural debera ser vibrado convenientemente *.- Al concreto de la Cuba se le agregara aditivo impermeabilizante Sika-1. REVOQUES: *.- Todas las superficies exteriores del techo y la cuba se tarrajearan con mezcla 1:5 cemento: arena y acabado frotachado fino. *.- LA LOSA DE FONDO SE VACIARA EN PAÑOS ALTERNADOS CON UNA DIFERENCIA MINIMA DE 10 DIAS ENTRE PAÑOS CONTIGUOS 1 Y 2. EMPLEAR CONCRETO LO MAS SECO POSIBLE TRATAR LA JUNTA ANTES DE SEGUIR EL VACIADO. TODOS LOS WATERSTOP SE UNIRAN EN SUS ENCUENTROS DE ACUERDO AL PROCEDIMIENTO RECOMENDADO POR EL FABRICANTE \LESPECIFICACIONES TECNICAS CONCRETO: Cupula, Cuba, Viga Circular f'c = 210 kg/cm2 Zapata, Losa de Fondo f'c = 175 kg/cm2 Falso Piso Cimentacion f'c = 100 kg/cm2 ACERO: fy = 4,200 kg/cm2 RECUBRIMIENTOS: Cupula = Mantener en el Centro de Losa Cuba = 4 cm. Zapata, Losa de Fondo = 7cm. CAPACIDAD PORTANTE DEL SUELO: qadm. = 1.8 kg/cm2. CINTAS PVC - SIKA 6" (waterstop) 0.20 .10 Las armaduras pasan \W1.56216; Junta Tratar \W1.56216; con Sikadur 32 .02 .02 .15 \LJUNTA HORIZONTAL EN LA CUBA \LSECCION a - a JUNTA DE PISO \LJUNTA HORIZONTAL CUBA ZAPATA Pintar previamente la bruña con sikadur 32. Sellar con masilla sikaflex 11 FC Dejar superficie rugosa, tratar antes de seguir el vaciado Las armaduras pasan (no se muestran) Dejar superficie rugosa, tratar antes de seguir el vaciado .10 Dejar superficie rugosa Superficie interior mojada Las armaduras pasan 68 Ø 1/2" @ 0.25 68 Ø 3/8" @ 0.25 73 Ø 3/8" @ 0.25 122 Ø 3/8" @ 0.15 8 Ø 3/8" ANILLOS 22 Ø 3/8" @ 0.25 (anillos) Ø 3/8" @ 0.25 \W7.05473; FALSO PISO DE \W7.05473; CIMENTACION f'c = 100 kg/cm2 Ø 3/8" @ 0.25 Doblan 0.20 Hz. ESC. 1:30 4 Ø 3/8" 4 Ø 3/8" Sobrecimiento Cimiento 0.30 0.80 N.P.T. Concreto: f'c= 1:10 + 30% de P.G. Concreto: f'c= 1:8 + 25% de P.M. 0.15 \LCIMIENTO CORRIDO EN LA LOCALIDAD DE SAN NICOLAS, DISTRITO DE SAN NICOLAS MUNICIPALIDAD DISTRITAL DE SAN NICOLAS SAN NICOLAS SAN NICOLAS CARLOS F.F. ANCASH MEJORAMIENTO Y AMPLIACION DEL SISTEMA DE AGUA POTABLE : LOCALIDAD : : DISTRITO PROVINCIA REGION : N° LAMINA: E-02 ESPECIALIDAD: FECHA: ESCALA: PLANO : PROYECTO: DIBUJO: DISEÑO: INDICADA AGOSTO 2011 PROVINCIA DE CARLOS F. FITZCARRALD - ANCASH ESTRUCTURAS RESERVORIO - ARMADURA ESTRUCTURAS

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, circular, construction, Cut, DETAIL, details, distribution, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, reservoir, sizing, specifications, supply, treatment plant, wasserversorgung, water