Elevated Tank DWG Block for AutoCAD

Elevated Tank DWG Block for AutoCAD

Small tank of water for drinking water distribution in small populations

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

stairs sanitary installation, dimensions, of access, scale, fgd, c.v., fgd, metal fg pipe, strut, detail by pass, llp, t.i.fgd, welded, pipeline, welded, detail, the gutter, to the system of, distribution, scale, foundation type, strut, scale, strut, of stairs, pvc transition, fastening, top, metal railing detail, unscaled, scale, detail, unscaled, tee, platinum, high strength, strut, welded, staircase fastening, scale, access ladder, network, from fg, detail pipe fastening, high strength, unscaled, strut, welded, llp, scale, tee, network, t.d.fgd, t.i.fgd, of valves, camera cap, scale, t.d.fgd, llp, you., c.v., t.d., fg pvc, cut, scale, pvc, upper floor, fgd, llp, scale, TV. fg, the gutter, of cement, galvanized, symbology, valves, cleaning, of distribution, of rebalse, of drive, ventilation system, metal fg pipe, access, ml., pipe rebalse pvc, elevated tank, laves chamber, pipe by pass, adapter, fg couplet, p., ml., unity, tee, hexagonal nipple, ventilation accessory, power pipe, down pipe, cleaning pipe fg, cado, elbow, kind, stopcock, Universal union, accessory, p., ml., p., inches, diameter, left, p., quantity, cut, plant, absorption, shifter stone, absorption, pvc, matrix, of valves, on the way, universal, absorption, shifter stone, accessories sheet, slab cover, scale, cut, detail, rafter beam, scale, cut, detail, scale, the bottom, detail, Beam coating cm., shoe cover cm., slab coating cm., diameter of the bars mm., coating of columns cm., separation of reinforcement in cm., minimum depth of, foundations m., steel ah, concrete, scale, column, rafter beam, cut, kind, cut, scale, techniques, total of kg kg, total, the bottom, total, slab cover, the wall, overload, maximum wind speed, design conditions, minimum terrain resistance, kind, shoe, scale, length, total, column, rafter beam, shoe, iron bending, scheme of the, item, pos, dimensions, sep., pieces, unit., quantity, unit., total, weight kg., tank type: tank, iron sheet, Specifications, detail, separation cm, separation cm, separation cm, separation cm, scale, construction, high tank detail

Raw text data extracted from CAD file:

\A1;0.60 \A1;1.50 \A1;h>1.20 \A1;0.50 \A1;0.75 \A1;1.00 \A1;0.50 \A1;3.20 \A1;0.45 \A1;0.50 \A1;0.50 \A1;0.50 \A1;1.50 \A1;8.09 \A1;0.60 \A1;1.50 \A1;1.50 \A1;0.90 \A1;1.50 \A1;1.50 \A1;0.59 \A1;1.50 \A1;0.80 \A1;0.60 \A1;1.00 \A1;0.70 \A1;1.00 \A1;.45 \A1;.45 \A1;1.00 \A1;0.60 \A1;0.70 \A1;0.05 \A1;0.60 \A1;0.05 \A1;0.05 \A1;0.80 \A1;0.17 \A1;3.20 \A1;2.86 \A1;0.55 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.50 \A1;0.70 \A1;0.50 \A1;0.50 \A1;0.05 \A1;0.17 \A1;2.86 \A1;3.20 \A1;1.30 \A1;.10 \A1;0.05 \A1;0.20 \A1;1.50 \A1;1.70 \A1;0.10 \A1;0.10 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;1.50 \A1;0.20 \A1;0.15 \A1;0.65 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.40 \A1;0.15 \A1;0.15 \A1;0.40 \A1;variable \A1;1.30 \A1;0.55 \A1;0.20 \A1;0.55 \A1;0.50 \A1;0.30 \A1;0.50 \A1;0.40 \A1;1.30 \A1;0.80 \A1;0.80 \A1;0.2 \A1;0.60 \A1;3.80 \A1;0.2 \A1;0.60 \A1;0.2 \A1;0.2 \A1;3.80 \A1;4.80 \A1;4.80 \A1;0.2 \A1;4.40 \A1;0.2 \A1;4.40 \A1;0.2 \A1;0.2 \A1;0.10 \A1;1.75 \A1;0.20 \A1;0.2 \A1;0.2 \A1;.25 \A1;4.30 \A1;.25 \A1;Separación 12.5 cm \A1;Separación 12.5 cm \A1;0.75 \A1;0.75 \A1;4.80 \A1;4.80 \A1;Separacion 8.75 cm \A1;Separacion 8.75 cm \A1;0.25 \A1;4.30 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;1.90 \A1;1.90 \A1;0.35 \A1;0.35 \A1;0.15 \A1;0.25 \A1;0.825 \A1;0.825 \A1;0.25 ESCALERAS E INSTALACION SANITARIA DIMENSIONES \A1;Escalera de acceso 0.5999999999999659 1.5 Escala 1:100 \A1;T.D. FGd \A1;T.I. FGd 5 0.5 0.75 C.V. 1.0 0.5 \A1;T.L. FGd \A1;Barandado metálico tubería FG d1" \A1;Viga riostra 5 \A1;+15.00 0.4500000000000171 0.5 0.5 0.5 DETALLE BY PASS Llp UU T.I.FGd \A1;Unión soldada \A1;Tubería FGd1" \A1;Peldaños tubería FGd3/4"c/30 \A1;Parantes Fed3/4" \A1;Unión soldada 1.5 8.08499999999998 0.6000000000000227 DETALLE ESCALERA-TANQUE 1.5 (Longitud mínima=6m) A la cuneta Al sistema de distribución 1.5 5 1.5 1.5 Escala 1:100 FUNDACION TIPO \A1;Fed3/4" \A1;Viga riostra Escala 1:25 \A1;Viga riostra \A1;Sujeción de escalera 0.5849999999999795 1.5 0.80 0.60 5 Transición (Tubería de PVC a FG) 0.7000000000000001 \A1;Tuberia FGd1" \A1;Perno de sujeción d 3/8 " \A1;2d12" TAPA SANITARIA-TANQUE 5 DETALLE BARANDA METALICO Sin escala \A1;Tubería FG d1" \A1;Losa Escala 1:20 5 \A1;Detalle A 5 \A1;Angular 1"x1" DETALLE A 5 Sin escala Tee \A1;d6c/10 \A1;Sujeción de platina soldadad1" \A1;Pernod3/8" de alta resistencia 5 0.7000000000000001 0.05 0.6000000000000001 0.05 d12" \A1;d6c/10 0.05 \A1;Fe 10mm(liso) \A1;Viga Riostra \A1;TuberiaFGd1" \A1;Union Soldada SUJECION ESCALERA Escala 1:25 5 \A1;Colador 5 3.199999999999932 2.860000000000014 \A1;Colador Escalera de acceso A la red 5 \A1;Transición (Tubería de FG a PVC) DETALLE SUJECION DE TUBERIAS \A1;Pernod3/8" de alta resistencia Sin escala \A1;Tuberia FGd1" \A1;Viga riostra \A1;Platinad1" soldada 0.1499999999999773 Llp 0.4 Escala 1:20 0.15 UU Tee A la red T.D.FGd UU UU T.I.FGd \A1;d12" \A1;d6c/10 \A1;d12 \A1;d6c/10 DE VALVULAS TAPA CAMARA Escala 1:20 0.5 0.6999999999999773 0.5 0.5 0.05 T.D.FGd Llp UU T.I. A C.V. T.D. 0.1700000000000159 2.859999999999985 3.199999999999989 \A1;T.R. \A1;Sumidero \A1;Transición FG A PVC CORTE A-A UU Escala a:50 I1% \A1;T.R. PVC d E-40 PLANTA SUPERIOR \A1;T.L. FGd I1% 5 5 5 0.1999999999999886 Llp UU Su Escala 1:50 \A1;I1% 1.5 1.700000000000017 0.0999999999999943 0.1000000000000227 T.V. FG d2" A la cuneta 0.1700000000000159 T:C:=Tubería de cemento F.G.=Fierro Galvanizado SIMBOLOGIA C:V:=Cámara d válvulas T:L:=Tubería de limpieza T:D:=Tubería de distribución T:R:=Tubería de rebalse T.I:=Tubería de impulsión T.V.=Tuberia de ventilación \A1;Barandado metálico tubería FG d1" 0.60x0.60 \A1;T.V. FG d2" I 1% I 1% Acceso 0.1700000000000159 0.1699999999999875 A 2.50 ml. Tubería rebalse PVC E-40 TANQUE ELEVADO 10 M3 H° A° Cámara de laves Tubería BY PASS Adaptador FG-PVC Copla FG Pza. Pza. Pza. ml. 3 10 3 1 UNIDAD Tee Niple hexagonal Accesorio ventilación Tubería de impulsión Tubería bajante Tubería limpieza FG Cado 90° Codo 45° TIPO Llave de paso Unión Universal ACCESORIO Pza. Pza. ml. ml. ml. Pza. Pza. Pza. PULGADAS DIAMETRO ESQ Pza. Pza. 3 1 17.10 22.50 15.70 8 2 3 CANTIDAD 7 4 0.6000000000000227 0.6000000000000227 0.6000000000000227 0.6000000000000227 1.5 CORTE A-A PLANTA \A1;Tuberia de absorción (Relleno de grava) \A1;H°C° 1:3:3 50% piedra desplazadora \A1;Pozo de absorción (Relleno de grava) \A1;Tuberia PVC d1" \A1;Tee \A1;Niple \A1;Grifo \A1;Copla \A1;Tuberia Matriz \A1;Camara de válvulas \A1;Copla \A1;Llave de paso \A1;Union Universal \A1;Tuberia de absorción (Relleno de grava) \A1;H°C° 1:3:3 50% piedra desplazadora B A A B 0.1999999999999773 0.1500000000000114 0.6500000000000115 0.2 0.1500000000000114 0.2 0.4000000000000228 0.1500000000000228 0.1500000000000455 0.4 5 1.300000000000023 0.5500000000000455 0.1999999999999773 0.5500000000000455 0.5 0.3 0.5 5 5 0.8 0.8 PLANILLA DE ACCESORIOS A LOSA CUBIERTA Escala 1:30 Escala 1:30 CORTE A -A DETALLE 3 VIGA RIOSTRA 0.35 X 0.25 C B A Escala 1:30 A CORTE B -B DETALLE 2 C Escala 1:30 LOSA FONDO A DETALLE 1 A - Recubrimiento de vigas 2 cm. - Recubrimiento de zapatas 5 cm. - Recubrimiento de losas 2 cm. - Diámetro de las barras mm. - Recubrimiento de columnas 2 cm. - Separación de armaduras en cm. - Profundidad mínima de cimentación h=1.20 m. - Acero AH 500 5000 kg/cm2 - Hormigón H20 200 kg/cm2 Escala 1:20 Escala 1:20 COLUMNA VIGA RIOSTRA CORTE C-C TIPO CORTE D-D Escala 1:20 882 2329 409.92 277.76 38.04 TECNICAS Total de Fe kg Total d 16 Total d 12 10 10 10 Losa fondo b a c a b 21 a b a b a 20 c a b 19 1.12 0.175 4.76 0.16 Total d 10 Total d 6 28X2 7.32 0.175 0.1 4.76 1.12 0.25 3.94 0.08 28X2 4.96 3x2 6.34 2636 1170 882 725 785 932 194 0.62 254.15 172.21 0.62 0.62 23.58 32.32 143.44 165.24 342.72 492.48 746.20 747.84 3.40 10 10 10 10 Losa cubierta a b a 18 a 17 b a a c a b 16 b a 15 0.05 0.25 3.94 0.85 0.05 4X2 4.04 2x2 0.85 1.12 0.25 4.76 0.08 0.05 0.25 4.76 17X2 7.16 17X2 4.86 8 8 8 8 Losa muro a a 14 b a 13 a b b a 12 a c b 11 4.76 0.12 1.12 0.12 4.6 18X4 4.76 18X4 6.84 1.3 0.12 1.95 0.12 0.1 2.02 0.16 41X4 4.55 41X4 4.56 1.0 kg/cm2 (Determinado en - Sobrecarga 100 kg/cm2 - Velocidad máxima del viento 0.62 20.04 0.62 2.11 150.93 0.62 102.45 0.62 120 km/h ensayos) CONDICIONES DE DISEÑO - Resistencia mínima del terreno 137.09 0.40 196.99 0.40 0.40 298.48 0.40 299.14 TIPO ZAPATA Escala 1:20 99.44 470.00 396.80 312.08 266.40 218.40 LONGITUD m TOTAL c Columna 6 12 6 6 c Viga riostra b c a b 10 c b a 6 b a b a 5 c a b 4 1.13 0.2 1.13 0.05 0.2 0.26 0.21 11X4 2.26 25X20 0.94 0.1 4.76 0.05 0.2 0.21 0.21 4X20 4.96 83X4 0.94 12 mm d 12 Zapata a a b 3 b a 1 DOBLADO DE FIERRO ESQUEMA DEL ITEM POS 0.15 16.5 0.15 0.15 1.8 4x4 16.65 13X8 2.10 DIMENSIONES m m a c b SEP. PIEZAS d UNIT. CANTIDAD D 0.22 21.88 103.40 0.22 353.15 0.89 0.22 68.66 D 237.10 0.89 194.38 0.89 UNIT. TOTAL PESO kg. TANQUE ELEVADO DE H°A° TIPO: TANQUE - 100 M3 PLANILLA DE FIERROS A B ESPECIFICACIONES 5 5 5 5 5 5 5 5 5 4.80 5 5 5 5 5 5 5 5 0.2000000000000171 5 5 5 5 5 \A1;16 d10c/25 \A1;19 d10c/25 \A1;15 d10c/25 \A1;16 d10c/25 \A1;16 d10c/25 + 15 d10c/25 \A1;11 \A1;13 d8c/12 \A1;11 d8c/12 \A1;12 d8c/12 \A1;14 d8c/12 \A1;20 d10c/17.5 + 21 d10c/17.5 \A1;21 d10c/17.5 \A1;20 d10c/17.5 \A1;12 d8c/12 \A1;21 d10c/17.5 \A1;14 \A1;11 \A1;13 d8c/12 \A1;18 d10c/25 \A1;11 d8c/12 \A1;11 d8c/12 \A1;14 d8c/12 \A1; 13 d8c/12 \A1;10 d6c/20 \A1;12 d8c/12 \A1;13 d8c/12 \A1;11 d8c/12 14 d8c/12 \A1;11 d8c/12 \A1;10 d6c/20 \A1;14 d8c/12 \A1;11 d8c/12 \A1;13 d8c/12 \A1;14 d8c/12 \A1;14 d8c/12 \A1;10 d6c/20 \A1;11 d8c/12 \A1;14 \A1;11 \A1;13 d8c/12 \A1;12 d8c/12 \A1;11 d8c/12 \A1;10 d6c/20 \A1;DETALLE 1 \A1;DETALLE 1 \A1;DETALLE 1 \A1;DETALLE 1 DETALLE 2 DETALLE 3 \A1;14 \A1;10 \A1;13 \A1;11 \A1;12 \A1;11 \A1;13 \A1;13 \A1;11 \A1;13 \A1;10 \A1;14 \A1;15 + 16 \A1;16 \A1;16 \A1;14 \A1;11 \A1;12 \A1;15 \A1;13 \A1;11 \A1;11 \A1;14 \A1;11 \A1;13 \A1;12 \A1;21 \A1;20 \A1;21 \A1;20 + 21 Separación 12.5 cm 16 d10c/25 15 d10c/25 15 d10c/25 16 d10c/25 Separación 12.5 cm 18 d10c/25 19 d10c/25 19 d10c/25 18 d10c/25 \A1;17 2d10c/5 17 2 d10c/5 5 5 5 5 21 d10c/17.5 20 d10c/17.5 Separacion 8.75 cm 21 d10c/17.5 20 d10c/17.5 Separacion 8.75 cm 5 5 5 5 5 \A1;6 d6c/20 \A1;6 d6c/20 \A1;5 2d12 \A1;5 2d12 5 5 5 5 \A1;6 d6c/20 \A1;5 4d12 \A1;4 ed6c/20 \A1;3 4d12 Escala 1:30 5 5 5 5 \A1;1 d12c/15 \A1;1 d12c/15 5 5 5 5 \A1;4 d6c/20 \A1;3 4d12 5 DETALLE CONSTRUCTIVO TANQUE ELEVADO DETALLE DE TANQUE ALTO

Language	Spanish
Drawing Type	Block
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	à gaz, agua, autocad, block, distribution, drinking, DWG, elevated, gas, híbrido, hybrid, hybrides, l'eau, reservoir, small, tank, tanque, wasser, water