High Tank DWG Detail for AutoCAD

HIGH TANK DRINKING WATER 30 m3 X 7 mts HIGH CONTAIN ALL CONSTRUCTIVE DETAILS ARMED OF SLABS AND FOUNDATION, ALSO DETAILS OF STEEL PROFILES AND ALL SPECIFY ELEMENTS FOR PROPER INTERPRETATION.

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

Wall partition of, Red annealed clay, Of esp. with, Mortar type iii, Detail, Lock, Perimeter wall, Lock, Lock, Lock, Detail, Castle, Give her, Castle, Detail, Castle, Detail, Elevation, Slab in the background, Vs., Vs., Slab superior, Wall projection, Horizontal reinforcement in walls, Vs., Vs., Vs., Projection, Longitudinal reinforcement, Of castles, Vs., Both senses, Lower bed, Foundation plant, Location of castles, Tub location Too much nutrition, Ladder, Marina, Registration, Wall, Feed tube, Tube of, Lock, Detail, Armed on the wall, Castle, Tube of, Feeding, To the tank, Tube of, Feeding, The network, Staple, Detail, Plant feeding tube, Detail, Slab, Castle, Lock, Plate of thickness, Tube of, Feeding, Plate of, Thick, Cople, Tube of, Feeding, Niple, Cut, Detail, Castle reinforcement, Symmetrical, Lock, Additional, Slab, Ladder, Detail, Variable, Detail, Vs., Vs., Cut, Cut, Reinforcement of, Castle, Long booster, Castle, Cut, Vs., Cut, Lock, Cms, Vs., Symmetrical, Give her, Cut, Vs., Longitudinal reinforcement, On them, Vs., Vs., Castle, Cut, Cover slab, For mosquito net, Wire cloth, Rope nipple, Cumshot, Detail, Slab of, Angle, Concrete, Angle, Detail ventilation, Hook board joints, Inches, Note: if in a section you split more than one third, Of the reinforcement the splice length would increase, In a, Minimal coatings, Element, Top face, Lower face, Lateral, Slab superior, Slab inferior, Beams, Give them, Castles, Contracted, Foundation slab, Dimensions in centimeters, Notes:, Elevations in meters, The level of the same as the definitive tower height should be, Concrete in templates with a thickness of cms., Concrete in structural elements., Maximum size of the aggregate, To the concrete used in the walls slab in the background of the le, For the construction of the masonry wall mortar type III was used, With a minimum., The partition should be of similar red annealed clay., For the analysis I consider myself a load capacity, Seismic coefficient, Labor materials will be subject to the specifications of the, C.n.a. In force, The pipe sections steel pieces that are drowned in the, Structural elements should be placed before slicing., Too many, Ventilation tube, Vs., Both senses, Elev., Lock, To the tank, Feeding, Tube of, Lock, Staple, The network, Feeding, Tube of, Castle, Detail, The finish of thresholds external walls of the tank, It will be apparent., Field verified, Add integral waterproofing with dosing of cement., Detail, Bench, To see plans from, Amounts of work, Leveling line, Concept, Can not, United, Hand excavation for fluttering, Of structures, Compacted fill to the proctor, With material produced by the excavation, Fabrication casting of cured vibrate concrete:, From in c, From in c, From in c, Reinforcement steel, Welded mesh, Cement on foundation, Cimbra in high tanks, Integral waterproofing, Pvc band of, Vents, Pza., Seagull, Ml, Access staircase, Ml, Pza., Tall tank tower of m.

Raw text data extracted from CAD file:

250 30 \A1;5 \A1;120 \A1;223 \A1;223 \A1;258 \A1;55 \A1;280 \A1;15 \A1;14 \A1;211 \A1;211 \A1;14 \A1;115 \A1;115 \A1;450 \A1;679 \A1;498 \A1;20 cm \A1;20 \A1;20 \A1;495 \A1;85 \A1;100 \A1;85 \A1;100 \A1;15cm \A1;10 \A1;20 \A1;85 \A1;495 \A1;100 \A1;85 \A1;100 \A1;15cm \A1;20 \A1;20 \A1;150 \A1;125 \A1;125 \A1;150 \A1;150 \A1;125 \A1;125 \A1;150 \A1;50 \A1;225 \A1;225 \A1;50 \A1;50 \A1;225 \A1;225 \A1;50 \A1;20 \A1;280 \A1;15 \A1;0.20 \A1;60 \A1;60 \A1;15 \A1;20 \A1;150 \A1;30 \A1;20 \A1;115 \A1;28 \A1;183 \A1;28 \A1;VARIABLE \A1;18 \A1;28 \A1;14 \A1;14 \A1;30 \A1;30 \A1;35 \A1;28 \A1;70 \A1;28 \A1;65 \A1;65 \A1;110 \A1;110 \A1;30 \A1;250 \A1;5 \A1;20 \A1;20 \A1;80 \A1;E#3@30 \A1;E#3@30 \A1;120 \A1;5 \A1;20 \A1;20 \A1;80 \A1;120 \A1;30 \A1;20 \A1;30 \A1;20 \A1;30 \A1;211 \A1;5 \A1;5 \A1;176 \A1;28 \A1;28 \A1;l \A1;li=50cms \A1;li=50cms \A1;28 \A1;28 \A1;15 \A1;15 \A1;5 \A1;a \A1;e \A1;498 \A1;5 \A1;5 MURO DE TABIQUE DE BARRO ROJO RECOCIDO DE 28cm ESP. CON MORTERO TIPO III DETALLE 6 TRABE T-3 MURO PERIMETRAL M-1 TRABE T-3 250 30 TRABE T-1 5 120 223 223 258 55 280 15 TRABE T-2 TRABE T-2 DETALLE 2 CASTILLO K-1 CASTILLO K-1 DALA D-1 DALA D-1 CASTILLO K-1 CASTILLO K-1 14 211 211 14 115 115 450 DETALLE 4 CASTILLO K-1 DETALLE 5 679 498 ELEVACION LOSA DE FONDO 20 cm 20 20 Vs. #3 @20cm @20cm Vs. #3 LOSA SUPERIOR 495 85 100 85 100 15cm #3@40 #3@40 #3@40 PROYECCION DE MURO 10 20 #3@40 #3@40 #3@40 495 85 100 15cm 100 85 REFUERZO HORIZONTAL EN MUROS Vs. #3@30 Vs. #3@30 20 Vs. #3@30 20 Vs. #3@30 150 125 125 150 150 125 125 150 PROYECCION K-1 PROYECCION CT-1 REFUERZO LONGITUDINAL DE CASTILLOS K-1 Vs. #4 @ 15cm AMBOS SENTIDOS LECHO INFERIOR PLANTA DE CIMENTACION C C A A UBICACION DE CASTILLOS K-1 K-1 K-1 K-1 K-1 K-1 50 225 225 50 50 225 225 50 LOCALIZACION ESCALERA, TUB. ALIMENTACION Y DEMASIAS K-1 K-1 K-1 K-1 K-1 ESCALERA MARINA REGISTRO MURO TUBO ALIM. (RED) TUBO ALIM. (TQ.) TUBO DE TRABE DETALLE 1 20 280 15 ARMADO EN MURO #3 @ 30 #4 @ 28 #4 @ 28 5 #4 @ 28 60 60 15 20 150 CASTILLO TUBO DE ALIMENTACION AL TANQUE TUBO DE ALIMENTACION A LA RED GRAPA DETALLE 2 PLANTA TUBO ALIMENTACION ( DETALLE 1) LOSA CASTILLO TRABE PLACA DE ¼" DE ESPESOR TUBO DE ALIMENTACION F F 30 20 PLACA DE ¼" DE ESPESOR COPLE TUBO DE ALIMENTACION NIPLE CORTE F-F DETALLE 3 115 28 183 28 REFUERZO DE CASTILLO SIMETRICO H H I I TRABE T-1 1#6 E#3 ADICIONAL 2#3 2#6 E#3 LOSA ESCALERA DETALLE 5 VARIABLE 18 28 14 14 LI 2½"x¼" ¼" Vs#6 ¼" G G DETALLE 4 ¼" Vs. #6 LI2½"x¼" LI2½"x¼" Vs. #6 30 30 35 28 3#6 E#3 @15 2#3 2#6 CORTE H-H CORTE I-I 70 28 3#6 E#3@30 4#3 2#6 CORTE C-C REFUERZO DE CASTILLO K-1 4vs. #5 CT-1 #4@15 #3@15 #3@25 #3@25 65 65 110 110 30 250 5 20 20 80 REFUERZO LONG. CASTILLO K-1 2#6+2#4 8#4 E#3@30 E#3@30 2#6 120 5 20 20 80 B B CORTE G-G CORTE A-A 120 30 4 Vs. #6 10 Vs. #4 E#3@30 cm CORTE B-B 20 30 2#4 E#2.5 @25cm 2#6 TRABE T-2 TRABE T-3 20 30 2#4 @25cm E#2.5 2#4 211 5 5 176 E # 3 @ 15 cms l=12d Vs. #5 SIMETRICO E E 28 28 DALA D-1 CORTE E-E 4 Vs. #5 E#3@15cm REFUERZO LONGITUDINAL EN DALAS D-1 Vs. #5 D D l li=50cms E#3 @7.5cm li=50cms @7.5cm E#3 l E#3 @15cm 2 28 28 4 Vs. #5 E#3 CASTILLO K-1 CORTE D-D LOSA DE CUBIERTA PARA MOSQUITERO TELA DE ALAMBRE NIPLE DE CUERDA CORRIDA DETALLE 6 LOSA DE ANGULO 3"x3" CONCRETO 8 8 80 8 8 20 8 ANGULO 3"x3" DETALLE VENTILACION 2"d 15 15 5 TABLA DE GANCHOS Y EMPALMES No PULGADAS cm a b d e 2 ¼ 0.64 2 12 7 30 30 8 15 6 0.95 3/8 3 9 18 8 1.27 ½ 4 31 11 21 10 1.58 5/8 5 38 12 26 11 1.91 3/4 6 38 14 34 15 2.54 1 8 61 NOTA: SI EN UNA SECCION SE EMPALMA MAS DE LA TERCERA PARTE DEL REFUERZO LA LONGITUD DE EMPALME "e" SE INCREMENTARA EN UN 50% d b a e RECUBRIMIENTOS MINIMOS ELEMENTO CARA SUPERIOR CARA INFERIOR LATERAL LOSA SUPERIOR 3 3 --- LOSA INFERIOR 5 --- 3 TRABES 3 5 3 DALAS 3 --- 3 CASTILLOS --- 3 --- CONTRATRABE 5 5 5 LOSA DE CIMENTACION 5 --- 5 1.- ACOTACIONES EN CENTIMETROS NOTAS: 2.- ELEVACIONES EN METROS 3.- EL NIVEL DEL DESPLANTE, ASI COMO LA ALTURA DEFINITIVA DE TORRE DEBERA SER 4.- CONCRETO f'c=100 kg/cm2. EN PLANTILLAS CON UN ESPESOR DE 5 cms. 5.- CONCRETO f'c=250 kg/cm2. EN ELEMENTOS ESTRUCTURALES. 6.- f'y=4200 kg/cm2. 7.- TAMAÑO MAXIMO DEL AGREGADO 3/4" 8.- AL CONCRETO UTILIZADO EN LOS MUROS Y LOSA DE FONDO DEL DEPOSITO, SE LE 9.- PARA LA CONSTRUCCION DEL MURO DE MAMPOSTERIA SE UTILIZARA MORTERO TIPO III CON UN f'c=40 kg/cm2. COMO MINIMO. 10.- EL TABIQUE DEBERA DE SER DE BARRO ROJO RECOCIDO O SIMILAR. 11.- PARA EL ANALISIS SE CONSIDERO UNA CAPACIDAD DE CARGA DE 8 TON./m2. Y UN COEFICIENTE SISMICO CS=0.225. 12.- LOS MATERIALES Y MANO DE OBRA SE SUJETARAN A LAS ESPECIFICACIONES DE LA C.N.A. VIGENTES. 13.- LAS SECCIONES DE TUBERIA Y PIEZAS DE ACERO QUE QUEDEN AHOGADAS EN LOS ELEMENTOS ESTRUCTURALES DEBERAN COLOCARSE ANTES DE COLAR. DEMASIAS 498 TUBO DE VENTILACION Vs. #2.5@25 AMBOS SENTIDOS ELEV. +83.46 ELEV. +82.21 5 5 1/4 TRABE AL TANQUE ALIMENTACION TUBO DE TRABE GRAPA A LA RED ALIMENTACION TUBO DE CASTILLO CASTILLO K-1 DETALLE 4 EL ACABADO DE COLUMNAS, DALAS, TRABES Y MUROS EXTERIORES DEL TANQUE 14.- ELEVADO, SERA APARENTE. VERIFICADA EN CAMPO. ADICIONARA IMPERMEABILIZANTE INTEGRAL CON DOSIFICACION DE 2 kg/SACO DE CEMENTO. DETALLE 4 BANQUETA PARA FONTANERIA, VER PLANOS DE "LINEA DE CONDUCCION" Y "RED DE DISTRIBUCION" 15.- CANTIDADES DE OBRA TRAZO Y NIVELACION 36.00 M2 CONCEPTO CANT. UNID. EXCAVACION A MANO PARA DESPLANTE DE ESTRUCTURAS 37.50 M3 RELLENO COMPACTADO AL 90% PROCTOR CON MATERIAL PRODUCTO DE LA EXCAVACION 27.70 M3 FABRICACION Y COLADO DE CONCRETO VIBRADO Y CURADO: DE f'c = 100 kg/cm2 1.06 M3 DE f'c = 150 kg/cm2 2.34 M3 DE f'c = 250 kg/cm2 37.16 M3 ACERO DE REFUERZO f'y=4,200 kg/cm2 3.022.80 KG MALLA ELECTROSOLDADA f'y=5000 kg/cm2 23.41 M2 CIMBRA EN CIMENTACION 17.90 M2 CIMBRA EN TANQUES ELEVADOS 159.86 M2 IMPERMEABILIZANTE INTEGRAL 273.96 KG BANDA DE PVC DE 9" 19.12 M VENTILAS 4.00 PZA. ESCALERA MARINA 10.60 ML. ESCALERA DE ACCESO 2.80 ML. REGISTRO-HOMBRE 1.00 PZA. TANQUE ELEVADO 50 m3 TORRE DE 7 m.

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