Reservoir Tank Of Potable Water DWG Block for AutoCAD

Reservoir Tank Of Potable Water DWG Block for AutoCAD

Reservoir of potable water in armed concrete

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

Mouth of visit, N.m.a, Ferrocement, Slab of, Of tank floor., See detail armed, stairs, sink, beam, scale, Detail armed tank floor, Foundation soil, Replantillo of concrete, paved, reinforcement, hen house, Exagonal mesh of, concrete slab, Ferrocement slab., its T., its T., its T., Circular formwork, Straight formwork, Antisol paint, External wall paint, Hexagonal chicken coop, Concrete slabs, Steel structural beams, Structural steel slab, Masseted beams plus slab, Ventilation ventilators, Champeado interior exterior cm, Hexagonal chicken coop, Emporium interior wall floor, Concrete plinth columns, welded Mesh, Deck slab, Structural steel columns, Hexagonal chicken coop, Paving perimeter zocalo base, Reshaped h.s cm, Structural steel bottom slab, Plaster floor mortar cm, Simple concrete, Wall cylindrical reinforcing columns, Floor tile floor tank, description, quantity, unity, Review box, your B. Pvc., mouth, visit, welded Mesh, Reinforced slab, scale, Hexagonal mesh, welded Mesh, cut, scale, cut, scale, drainage system, scale, Central column, scale, scale, Perimeter column, Wall-mounted, scale, hen house, Wall mounted detail, without, Floor tile, Base stone, scale, With mesh, chamfer, hen house, Exagonal mesh of, welded Mesh, hen house, Exagonal mesh of, Detail of reinforced beam type, scale, Formwork, Sore throat, Concrete columns., Struts, of wood, Typical formwork of wall formwork, Cobbled base., Drains detail, Open boards, Pieces of pvc tube., Cm with, Heavy gravel, Tarred paper., Stirrups, scale, without, scale, Mesh reinforcement, Floor with ref., welded Mesh, mesh, mesh, mesh, The project design requirements, Specializing in construction materials, relationship, concrete, tension, Recommended, Welded steel, Mortar, Resistance creep, Exaggerated, To weight., Sieve diameter, Well washed sieved., Standard astm, Modulus of fineness, Fresh drinking, Portland type ie, Contact with armor those, Yes in plasters, With excess chlorides in their, Waterproof, Is restricted in, Note: hydraulic equipment enclosure will be in base, Workloads, Drinking water system design, consultant, Realization, Rommel port, date:, sheet, Approved, drawing:, B.c., Director dep. drinking water, scale:, Indicated, Aa.pp system., Contains:, Ferrocement tank type ingcris, color, Plotting, tip, plant, Note: important qa, Ferrocement tank type ingcris, scale, Mouth of visit, reinforcing steel, sink, your B. ventilation, Valve chamber, upwards., view, Accessory list no., diameter, sign, Long stretch h.g., Gate valve rw, Elbow h.g., Short stretch h.g., Cant, description, Universal union h.g., Neplo h.g., Universal union h.g., Elbow h.g., Short stretch h.g., Long stretch h.g.

Raw text data extracted from CAD file:

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Ver detalle Armado Escalera d3/4" 0.60x0.60 m Sumidero 5 5 5 5 Viga .20x.20 5 0.12 0.08 5 5 5 5 5 5 5 5 5 0.05 0.50 ESCALA DETALLE ARMADO PISO TANQUE 0.65 Suelo de cimentación 1:10 Replantillo de hormigón Empedrado base(mejoramiento -suerlo) Refuerzo (malla electrosoldada-4/10) gallinero d1/2" Malla exagonal de Losa de hormigón 5 Losa Ferrocemento. Losa Ferrocemento. 5 5 5 5 5 5 5 5 5 4d12mm 4d12mm 5 5 4d12mm 4d12mm 5 EST. 1d8mm@15 4 d12mm EST. 1d8mm@15 4 d12mm 2d10mm 5 5 2d8mm L=0.9m EST. 1d6mm@15 2d8mm L=0.9m 2d10mm 2d10mm L=2.30m ENCOFRADO CIRCULAR ENCOFRADO RECTO PINTURA ANTISOL PINTURA INTERNA Y EXTERNA PARED MALLA HEXAGONAL 1/2 - GALLINERO HORMIGON VIGAS Y LOSA Fc=210 kg/cm2 ACERO ESTRUCTURAL VIGAS ACERO ESTRUCTURAL LOSA MASILLADO VIGAS MAS LOSA AIREADORES - VENTILACION CHAMPEADO EXTERIOR E INTERIOR esp.= 3 cm MALLA HEXAGONAL 1/2 - GALLINERO EMPORADO PARED INTERIOR Y PISO HORMIGON PLINTOS Y COLUMNAS MALLA ELECTROSOLDADA 4/10 LOSA DE CUBIERTA 32.51 4.00 26.86 32.51 30.11 32.48 2.06 64.66 KG M3 M2 KG M2 M2 U M2 80.87 64.96 80.86 74.01 88.73 67.28 0.62 M2 M2 M2 KG M3 M2 M2 ACERO ESTRUCTURAL COLUMNAS MALLA HEXAGONAL 1/2 - GALLINERO EMPEDRADO BASE Y ZOCALO PERIMETRAL REPLANTILLO H.S 180 KG/CM2 esp.=5 cm ACERO ESTRUCTURAL LOSA DE FONDO ENLUCIDO PISO - MORTERO 1-2 esp.=2 cm HORMIGON SIMPLE 210 KG/CM2 PARED CILINDRICA Y COLUMNAS DE REFUERZO LOSA FONDO O PISO DE TANQUE DESCRIPCION 37.54 M2 59.27 25.50 30.87 112.92 6.16 1.97 M2 M3 M3 KG KG M2 CANTIDAD UNIDAD Caja de revisión Tub. PVC. d 110mm Tub. PVC. d 110mm Tub. PVC. d 110mm 45° 5 5 5 5 5 5 Boca Visita Malla electrosoldada 50*50*75 ARMADO LOSA DE TAPA ESCALA 1:50 Malla exagonal d 1/2" (para masillado) d 50*50*75 Malla electrosoldada CORTE Y - Y 0.08 ESCALA 1:10 Y Y CORTE A-A ESCALA 1:50 SISTEMA DE DRENAJE ESCALA 1:50 COLUMNA CENTRAL ESCALA 1:20 ESCALA COLUMNA PERIMETRAL 1:20 5 5 2X 5 1d8mm @10cm ARMADO DE PARED ESCALA 1:50 2.20 gallinero d1/2" 0.60 DETALLE ARMADO DE PARED SIN Losa de piso Empedrado base ESCALA (traslape con malla pared) Chaflan 0.10x0.10 (capa exterior) gallinero d1/2" Malla exagonal de Malla exagonal de Malla electrosoldada (capa interior) gallinero d1/2" Malla exagonal de 0.08 d5/10" DETALLE DE ARMADO VIGA TIPO ESCALA 1:10 2.20 Encofrado Duela Machimbrada Columnas de Hormigón. Listones o puntales de madera ARMADO TIPICO DE ENCOFRADO PARED Empedrado base. DETALLE DE DRENES 0.30 juntas abiertas Pedazos de tubo PVC. d 110mm L=50 cm con Grava gruesa Papel alquitranado. 0.30 d12mm Estribos d8mm 0.08 0.12 ESCALA SIN SIN ESCALA Malla o refuerzo de piso (traslape con ref. de pared) H/3 Malla electrosoldada 4/10 H/3 H/3 H/3 As3= 2.13cm2 As2= 1.42cm2 As1= 0.71cm2 1d8 @30cm o Malla 4/10 1d8 @15cm o Malla 4/10 1d8 @10cm o Malla 5/10+4/10 0.50 0.15 A LOS REQUERIMIENTOS DE DISEÑO DEL PROYECTO ESPECIDICACION DE MATERIALES PARA LA CONSTRUCCIÓN RELACIÓN AGUA/CEMENTO 1:2:4 CEMENTO-ARENA-RIPIO 8.-DOSIFICACIÓN HORMIGÓN f'C=210 kg/cm2 f'c=210 kg/cm2. TENSIÓN 2100 A 2800 kg/cm2 RECOMENDADA LA DE 1/2" 6.-MALLA ELECTROSOLDADA 1:2::0.48 CEMENTO-ARENA- 7.-DOSIFICACIÓN DEL MORTERO RESISTENCIA A LA FLUENCIA 5.-MALLAS EXAGONALES AL PESO. fy=5000 kg/cm2 DIÁMETRO 4.75mm TAMIZ No.4 BIEN LAVADA Y TAMIZADA. 1.-ARENA NORMA ASTM C-33-86 MÓDULO DE FINURA 2.4 A 2.6 3.-AGUA LIMPIA, FRESCA Y POTABLE 2.-CEMENTO PORTLAND TIPO IE Ph=7 CONTACTO CON ARMADURAS AQUELLOS COMPOSICIÓN, SÍ EN LOS ENLUCIDOS CON EXCESO DE CLORUROS EN SU IMPERMEABLES. 4.-ADITIVOS SE RESTRINGE EN NOTA: EQUIPAMIENTO HIDRAULICO Y CERRAMIENTO SERA EN BASE VOLUMENES DE OBRA DISEÑO DEL SISTEMA DE AGUA POTABLE CONSULTOR REALIZO: Rommel Portilla 1 FECHA: LAMINA APROBO: DIBUJO: B.C. DIRECTOR DEP. AGUA POTABLE ESCALA: INDICADAS FEBRERO/2002 SISTEMA DE AA.PP. CONTIENE: - TANQUE FERROCEMENTO TIPO INGCRIS 50 m3 7 5 6 0.70 0.50 0.20 3 4 2 0.30 0.30 0.20 COLOR ESCALA- 1:100 PLOTEO 1 0.10 PUNTA A1 PLANTA NOTA: IMPORTANTE qa suelo= 1-3 Kg/cm2 TANQUE FERROCEMENTO TIPO INGCRIS 50 m3 ESCALA 1:50 5 5 5 5 5 6.86 5 5 5 Boca de Visita 0.60x0.60 m Acero de Refuerzo (malla electrosoldada) Sumidero 0.60x0.60 m 5 Tub. ventilación Camara de Válvulas 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5.86 5 5 5 5 5 5 5 5 5 hacia arriba. Viga- vista 5 5 5 5 5 5 5 LONG.(m) LISTA DE ACCESORIOS No. 8 A9 A4 A5 A7 A8 A1 A3 A2 DIAMETRO SIGNO TRAMO LARGO H.G. VALVULA DE COMPUERTA RW 6 1 4 4 2 CODO 90° H.G. TRAMO CORTO H.G. 1 1 2 CANT. DESCRIPCION 3" 1.20 UNION UNIVERSAL H.G. A6 1 0.10 NEPLO H.G. 3" 3" 3" 4" 4" 4" 4" 4" 0.50 2 4" A10 2.90 0.90 UNION UNIVERSAL H.G. CODO 90° H.G. TRAMO CORTO H.G. TRAMO LARGO H.G. A1 A3 A2 A2 A7 A5 A6 A5 A9 A9 A9 A8 A7 A5 A6 A5 A9 A9 A9 A8 A10 A10 A2 A7 A10 A5 A9 A9 A6 A5 A8 A9 A4 A10 0.70 0.70

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features	A/C, Deck / Patio, Car Parking Lot
Tags	armed, autocad, block, concrete, distribution, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, potable, reservoir, supply, tank, treatment plant, wasserversorgung, water