Reservoir 80m3 DWG Block for AutoCAD

Reservoir 80m3 DWG Block for AutoCAD

Reservoir 80m3

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

typical, drawing:, scale:, date:, Lamina nº:, district, province:, region, Location, flat:, Head of project:, specialist:, draft:, Rto., this, kind, kind, Water stop joint, this, Technofor, stand, Foundation of the, Typical cut of the, Reservoir, Wall of, N.p.t., For the whole work of portland type ii cement will be used, For false floor of house sub base of reservoir, Stone for false foundation shoe in box area, Waterproofing additive for slab roof slab roof slab, Waterproofing additive for tub circular beam, ground, concrete, Technical specifications, Esc., Lightened house, meeting, Meeting detail, Of beams, temperature, indicated, indicated, this, Rto., Esc., cut, The cupula, Reinforcement of, detail of, Of the slab, background, its T., Interiors of the tub, Tarrajeo with waterproofing, N.a., Waterproof the walls, Joint type, Joint type, Lower reinforcement, of construction, Joint detail, Water, contact with, Coatings, All bars will be bent in cold., Vibrate the concrete with the needle vibrator, Cure the concrete by wet, Use asphalt paint on the entire top surface of the flooring., Finished with rubbing. Face int., The walls the ceiling of the will be coated with thick mixture, It will be used in both similar waterproofing additive. Its proportion will be, Second the hours with mixed finishing thickness rubbed., First blend thickness of scratch finish., Cuba slab will be lined internally in two layers., The structures in contact with it will be coated as follows:, Notes, According to manufacturer’s specifications., Dome to the axis of the thickness of the slab, Overlaps, Cm., cabbage. House cm., Cube cm. free, covering, Shoe bottom slab cm., Dome s, In the shoe, In the tub the steel, Overlaps not allowed, Note: in the case of central armor, The water stop, Reservoir cap., Of the slab, background, Esc., Upper reinforcement, Fy steel, To carry a No., The windows will be angular profiles of square bars, Of them will be provided with security plates of blows., The doors will be made of iron plates of thick angled profiles, The removable slab of reinforced concrete will be provided with, The diameter of the drainage will be, Iron sliding., Between them secured with base bolts., Notes:, The iron grill will be made with separate platen, Valve stand, Art of, Overflow, Note: the pipes will be of iron class, Overflow cleaning, cut, Reservoir plant, Art of, House of chlorination, Esc., Overflow, variable, Outlets, Esc., Overflow pipe, Esc., Flange breaks water, Prof., Elbow, stainless, layette, Stamp of, Igas, Clean, Trench of the pipe, your B., Esc., Flange breaks water, Stamps of prof., Clean mouth, Esc., elbow, Esc., elevation, Expansion bolts, Flange breaks water, Of prof., Igas seal, elbow, Overflow clamp, Stamps of prof., Flange breaks water, Esc., plant, Npt, Reservoir, ventilation, Inspection, Billboard projection, ventilation, Perimeter fence, Msnm, see detail, Perimeter fence, Msnm, ventilation, Esc., Main elevation, Cat type ladder, Temp. both senses, Hollow brick, Lightened detail, Esc, Inspection, Boot reinforcement, Rings, typical, elevation, Reinforcements in vent tubes., air duct, plant, Reinforcements in pipelines, scale, Platinum, Breakwater detail, Wall, Black iron, Ironing board, welding, tube, Valve stand, Art of, Overflow, Note: the pipes will be of iron class, Overflow cleaning, Perimeter fence plant, House of chlorination, Esc., Npt, Reservoir, ventilation, Inspection, Billboard projection, ventilation, Platinum

Raw text data extracted from CAD file:

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EST.Ø 1/4",3@0.15 4Ø 3/8" 0.17 4Ø 1/2" 0.10 0.15 0.05 TIPO - 2 0.075 TIPO - 1 .10 0.075 B - B Junta Water Stop 0.10 0.40 Est.Ø 1/4"@ 0.20 Tecnofor CASETA CIMIENTO CORRIDO DE LA CORTE TIPICO DEL 0.40 Reservorio Pared del 2Ø 3/8" e= 1" 0.17 0.10 N.P.T. F - F Ø 3/8"@ 0.25 - Cemento; para toda la obra de concreto, se utilizará cemento Portland TIPO I - II - f'c= 175 Kg/cm2. para falso piso de caseta y sub base de reservorio - f'c" 175 Kg/cm2. + 25% de piedra grande (Max. 8") para falsa zapata de cimentación en zona de caseta - f'c= 210 Kg/cm2 + aditivo impermeabilizante para zapatas, losa de fondo, columnas y losa de techo de caseta - f'c= 280 Kg/cm2 + aditivo impermeabilizante para cúpula, cuba y viga circular - Terreno p´ = 1.77 Kg/cm2. CONCRETO ESPECIFICACIONES TECNICAS ESC. 1/50 ALIGERADO CASETA 5 5 Junta 1" 5 C-1 DETALLE DE ENCUENTRO DE VIGAS 0.25 A 5 5 C-1 A 5 Temperatura Ø 1/4" @0.25 A Ø3/8" Ø3/8" 5 Ø3/8" A 0.25 0.30 Ø Señalado 0.30 Ø Señalado A - A EST.Ø 1/4",3@0.10 5 0.30 1.65 Rto. 0.20 c/ext. 0.08 Ø 3/8"@0.20 (Circular) Ø 3/8"@0.20 2.20 ESC. 1/25 CORTE A - A 5 5 LA CUPULA REFUERZO DE DETALLE DE Ø 1/2"@0.25 (Malla) DE LA LOSA DE FONDO Est. Ø 1/2"@0.30 Ø 5/8"@0.25 Ø 1/2"@0.20 0.75 (Radial) interiores de la cuba 3.00 0.15 0.20 Ø 1/2"@0.25 6Ø 3/8"@0.20 (Malla) Tarrajeo con Impermeabilizante N.A. Impermeabilizar las paredes 4Ø 5/8" @ 0.15 5 0.20 0.45 Junta Tipo 2 0.30 0.30 Junta Tipo 2 11Ø 5/8" @ 0.10 1.10 0.45 5 Ø 3/8"@0.20 4Ø 1/2" @ 0.15 3Ø 1/2" @ 0.20 0.60 0.60 1.20 0.20 REFUERZO INFERIOR 0.10 DE CONSTRUCCION DETALLE DE JUNTA 0.15 Agua Contacto con REVESTIMIENTOS - TODAS LAS BARRAS SERÁN DOBLADAS EN FRIO. - VIBRAR EL CONCRETO CON EL VIBRADOR DE AGUJA - CURAR EL CONCRETO POR VIA HUMEDA USAR PINTURA ASFALTICA EN TODA LA SUPERFICIE SUPERIOR DEL SOLADO. de 2 cms., acabado frotachado. (muro cara int. y ext.) 2.- Los muros y el cielo raso de la caseta, será revestido con mezcla de cemento-arena 1:5 con espesor - Se empleará en ambas capas, ADITIVO IMPERMEABILIZANTE CHEMA-1 ó similar. Su proporción será de - Segunda capa, a las 24 horas con mezcla cemento-arena 1:3, espesor de 5 mm., acabado frotachado. - Primera capa, mezcla cemento-arena 1:5, espesor de 1.5 cm., acabado rayado. - CUBA Y LOSA DE FONDO, serán revestidas interiormente en dos capas. 1.- Las estructuras en contacto con el agua, serán revestidas de la siguiente forma: NOTAS acuerdo a especificaciones del fabricante. - Cúpula = al eje del espesor de la losa TRASLAPES Ø 3/4" = 1.00 m. Ø 1/2" = 60 cm. Ø 3/8" = 40 cm. Ø 1/4" = 30cm. - Aligerado, Viga, Col. Caseta = 2.5 cm. - Cuba (Muro) = 4 cm. libre RECUBRIMIENTO - Zapata y losa de fondo = 5.0 cm. - En Cúpula y losa de fondo (acero radial) - En la Zapata (en los estribos) - En la Cuba (en el acero vertical) TRASLAPES NO PERMITIDOS NOTA: En caso de armadura central despasar el Water Stop 5 RESERVORIO APOYADO, CAP. 80 m3. DE LA LOSA DE FONDO ESC. 1/50 5 5 5 5 .20 .20 .20 .20 Ø 1/2"@0.20 (Radial) 6Ø 1/2"@0.20 A REFUERZO SUPERIOR - Acero fy = 4,200 Kg/cm2. 5 5 5 5 5 A S= 0.5% DE 3/8", LLEVARAN UNA MALLA DE ALAMBRE Nº 12, COCADAS DE 1". LAS VENTANAS SERAN DE PERFILES ANGULARES DE 1/8"x1" Y BARRAS CUADRADAS DE 1/4"x2" ESTARAN PROVISTAS DE CHAPAS DE SEGURIDAD DE 2 GOLPES. LAS PUERTAS SERAN DE PLANCHAS DE FIERRO DE 1/16" DE ESPESOR Y PERFILES ANGULARES 2.- LA LOSA REMOVIBLE SERA DE CONCRETO ARMADO Y ESTARA PROVISTO DE ASAS DE 3.- EL DIAMETRO DEL DESAGUE SERA DE Ø 6". FIERRO CORREDIZAS. ENTRE SI Y ASEGURADA CON PERNOS DE 3/4" A LA BASE. NOTAS: 1.- LA PARRILLA DE FIERRO SERA CONFECCIONADA CON PLATINA DE 3/8"x 1" SEPARADAS 1/2" 1.00x2.10 CASETA DE VALVULA 5 5 5 Arteza de Rebose 5 5 NOTA: LAS TUBERIAS SERAN DE FIERRO CLASE 150 5 5 5 5 Limpieza y Rebose 0.90x2.10 5 5 A CORTE A - A 5 0.20 PLANTA DEL RESERVORIO 5 5 5 5 Arteza de 5 CASETA DE CLORINACION ESC. 1/50 ESC. 1/50 5 Rebose 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.10 0.20 VARIABLE BOCAS DE SALIDA ESC. 1/25 TUBERIA DE REBOSE ESC. 1/25 Brida Rompe Agua 1.10 1/2"x3/8" Prof. Codo 4" de 90º .10 Inoxidable Canastilla Sello de Igas DE LIMPIA ZANJA DE LA TUBERIA TUB. Ø 6" 0.60 ESC. 1/25 1.90 BRIDA ROMPE AGUA SELLOS DE IGAS 1/2"x5/8" PROF. BOCA DE LIMPIA ESC. 1/25 CODO 6"x90º ESC. 1/25 ELEVACION Pernos de Expansión 4"x4"x1/4" 3"x3"x1/4" Brida Rompe Agua 1/2"x5/8" de Prof. Sello de Igas Codo 6"x90º ABRAZADERA EN BOCA DEL REBOSE .10 .20 SELLOS DE IGAS 1/2"x5/8" PROF. BRIDA ROMPE AGUA 3"x3"x1/4" ESC. 1/25 PLANTA PL 2"x1/4" PL 2"x1/4" 4"x4"x1/4" 5 NPT +195.00 RESERVORIO S= 0.5% VENTILACION Ø 6" B 5 B de Inspeccion Proyeccion de buzon VENTILACION Ø 6" 5 CERCO PERIMETRICO NA.+.......00 msnm VER DETALLE VER DETALLE CERCO PERIMETRICO NPT+000.00 msnm NPT+000.00 msnm VENTILACION Ø 6" VENTILACION Ø 6" ESC. 1/50 ELEVACION PRINCIPAL ESCALERA TIPO GATO Temp. 1/4" @ .30 ambos sentidos .30 .10 d .10 F° .05 .10 .30 ladrillo hueco .30x.30x.15 DETALLE DE ALIGERADO ESC : 1/10 0.15 0.075 .10 0.075 5 5 5 5 5 5 5 0.20 DE INSPECCION REFUERZO EN BUZON .10 .10 2d1/2" Anillos 0.08 0.20 <> típico 5 1d 3/8" ELEVACION REFUERZOS EN TUBOS DE VENT. (ESCALA 1:25) Tubo de Ventilación PLANTA REFUERZOS EN ZONA TUBERIAS d6mm@20 5 1d 3/8" Escala :1/100 0.50 0.125 5 Diametro= 6.50 m Capacidad= 80.00 m3 5 5 5 5 REJILLA, PLATINA DE 3/4" x e= 3/16" \A1;\U+2205 DETALLE DE ROMPEAGUA SIN/ESCALA \A1;ESPESOR DE MURO FIERRO NEGRO e= 3/8" PLANCHA DE \A1;4" \A1;4" \A1;4" SOLDADURA TUBO F°G°d \A1;4" \A1;\U+2205 \A1;4" \A1;4" 0.20 5 5 5 5 5 5 A S= 0.5% 1.00x2.10 CASETA DE VALVULA 5 5 5 Arteza de Rebose 5 5 NOTA: LAS TUBERIAS SERAN DE FIERRO CLASE 150 5 5 5 5 Limpieza y Rebose 0.90x2.10 5 5 A PLANTA DE CERCO PERIMETRICO CASETA DE CLORINACION ESC. 1/50 5 NPT +195.00 RESERVORIO S= 0.5% VENTILACION Ø 6" A 5 B A de Inspeccion Proyeccion de buzon VENTILACION Ø 6" 5 REJILLA, PLATINA DE 3/4" x e= 3/16" A B C D E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

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